HomeMy WebLinkAboutAgenda Packet - CC - 2019.09.16 City of Burlingame BURLINGAME CITY HALL
501 PRIMROSE ROAD
BURLINGAME BURLINGAME,CA 94010
Meeting Agenda - Final
City Council
Monday,September 16,2019 7:00 PM Council Chambers
CLOSED SESSION - 6:00 p.m. - Conference Room A
a. Approval of the Closed Session Agenda
b. Closed Session Community Forum: Members of the Public May Address the Council on
any Item on the Closed Session Agenda at this Time
C. Adjournment into Closed Session
d. Conference with Labor Negotiators (Government Code Section 54957.6)
City Designated Representatives: Timothy L. Davis, HR Director Sonya M. Morrison, City
Manager Lisa K. Goldman, City Attorney Kathleen Kane, Finance Director Carol
Augustine
Employee Organizations: AFSCME BAMM Unit, Department Heads and Unrepresented
e. Conference with Real Property Negotiators (California Government Code Section
54956.8)
Property: City of Burlingame Parking Lots F (APN 029 224 270) and N (APN 029 231
240 and 029-231-060)
Agency Negotiators: City Attorney Kathleen Kane, City Manager Lisa K. Goldman,
Community Development Director Kevin Gardiner
Negotiating Parties: Pacific West Communities, Inc.
Under Negotiation: Price and terms
Note:Public comment is permitted on all action items as noted on the agenda below and in the
non-agenda public comment provided for in item 7.
Speakers are asked to fill out a "request to speak"card located on the table by the door and
hand it to staff, although the provision of a name, address or other identifying information is
optional. Speakers are limited to three minutes each;the Mayor may adjust the time limit in
light of the number of anticipated speakers.
All votes are unanimous unless separately noted for the record.
1. CALL TO ORDER -7:00 p.m. - Council Chambers
2. PLEDGE OF ALLEGIANCE TO THE FLAG
3. ROLL CALL
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City Council Meeting Agenda-Final September 16,2019
4. REPORT OUT FROM CLOSED SESSION
5. UPCOMING EVENTS
6. PRESENTATIONS
7. PUBLIC COMMENTS, NON-AGENDA
Members of the public may speak about any item not on the agenda. Members of the public wishing to
suggest an item for a future Council agenda may do so during this public comment period. The Ralph M.
Brown Act (the State local agency open meeting law) prohibits the City Council from acting on any matter
that is not on the agenda.
8. APPROVAL OF CONSENT CALENDAR
Consent calendar items are usually approved in a single motion, unless pulled for separate discussion.
Any member of the public wishing to comment on an item listed here may do so by submitting a speaker
slip for that item in advance of the Council's consideration of the consent calendar.
a. Adoption of City Council Meeting Minutes for September 3, 2019
Attachments: Meeting Minutes
b. Open Nomination Period to Fill One Vacancy on the Traffic, Safety and Parking
Commission
Attachments: Staff Report
C. Adoption of a Resolution Approving the Burlingame Neighborhood Network Request for
$4,625.70 in Funding for Emergency Caches
Attachments: Staff Report
Resolution
BNN Request
Cache Location and Inventory document
d. Adoption of a Resolution Approving a Professional Services Agreement for $483,100 with
Carollo Engineers, Inc. for the FY 2019-20 Wastewater Collection System Master Plan
Update, City Project No. 85820, and Authorizing the City Manager to Execute the Same
Attachments: Staff Report
Resolution
Professional Services Agreement
FY 2009-10 Wastewater Collection System Master Plan
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City Council Meeting Agenda-Final September 16,2019
e. Adoption of a Resolution Awarding a $620,465 Construction Contract to Stoloski &
Gonzalez, Inc. for the Neighborhood Storm Drain Project No. 11, City Proiect No. 85130,
and Authorizinq the City Manager to Execute the Construction Contract
Attachments: Staff Report
Resolution
Bid Summary
Construction Contract
Project Location Map
f. Adoption of a Resolution Approving the 2019 Burlingame and Hillsborough Emergency
Operations Plan (EOP) Basic Plan
Attachments: Staff Report
Resolution
Executive Summary
Emergency Operations Plan Basic Plan
9. PUBLIC HEARINGS (Public Comment)
a. Public Hearing and Adoption of the Downtown Burlingame Avenue Business Improvement
District Assessments for Fiscal Year 2019-20
Attachments: Staff Report
DBID Method of Assessments
Resolution
10. STAFF REPORTS AND COMMUNICATIONS (Public Comment)
a. Direction Regarding Whether to Introduce an Ordinance Banning the Sale of Flavored
Tobacco Products, Including Vapinq Liquids
Attachments: Staff Report
County Ordinance
11. COUNCIL COMMITTEE AND ACTIVITIES REPORTS AND ANNOUNCEMENTS
Councilmembers report on committees and activities and make announcements.
a. Mayor Colson's Committee Report
Attachments: Committee Report
12. FUTURE AGENDA ITEMS
The agendas, packets, and meeting minutes for the Planning Commission, Traffic, Safety & Parking
Commission, Beautification Commission, Parks & Recreation Commission, and Library Board of Trustees
are available online at www.burlingame.org.
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City Council Meeting Agenda-Final September 16,2019
13. ACKNOWLEDGMENTS
14. ADJOURNMENT
Notice: Any attendees wishing accommodations for disabilities please contact the City Clerk at
(650)558-7203 at least 24 hours before the meeting. A copy of the Agenda Packet is available for
public review at the City Clerk's office, City Hall, 501 Primrose Road, from 8:00 a.m. to 5:00 p.m.
before the meeting and at the meeting. Visit the City's website at www.burlingame.org. Agendas and
minutes are available at this site.
NEXT CITY COUNCIL MEETING
Candidate Forum-Wednesday,September 18,2019 6:00 p.m.
Next regular City Council Meeting-Monday,October 7,2019
VIEW REGULAR COUNCIL MEETING ONLINE AT www.burlingame.orglvideo
Any writings or documents provided to a majority of the City Council regarding any item on this agenda
will be made available for public inspection at the Water Office counter at City Hall at 501 Primrose
Road during normal business hours.
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Agenda Item 8a
Meeting Date : 09/16/19
CIT T C
4BURLINGAME
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Unapproved Minutes
Regular Meeting on September 03, 2019
STUDY SESSION
a. STUDY SESSION TO CONSIDER POTENTIAL MODIFICATION OF THE DOWNTOWN
SPECIFIC PLAN AND ZONING ORDINANCE TO ALLOW LIMITED GROUND FLOOR
AND BELOW-GROUND OFFICE USES
A study session was held in Conference Room A concerning the potential modification of the Downtown
Specific Plan and Zoning Ordinance to allow limited ground floor and below-ground office uses.
1. CALL TO ORDER
A duly noticed meeting of the Burlingame City Council was held on the above date in the City Hall Council
Chambers at 7:00 p.m.
2. PLEDGE OF ALLEGIANCE TO THE FLAG
The pledge of allegiance was led by Liam Metskis.
3. ROLL CALL
MEMBERS PRESENT: Beach, Brownrigg, Colson, Keighran, Ortiz
MEMBERS ABSENT: None
4. REPORT OUT FROM CLOSED SESSION
There was no closed session.
5. UPCOMING EVENTS
Mayor Colson reviewed the upcoming events taking place in the city.
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6. PRESENTATIONS
a. LYON HOAD AND ADJACENT NEIGHBORHOODS TRAFFIC CALMING PROJECT
UPDATE
Transportation Engineer Michael Tsai explained that the City began with three main goals for Lyon Hoag's
Traffic Calming Project:
1. Engage with residents to understand concerns
2. Identify and study traffic-related issues
3. Develop effective strategies to address concerns
Mr. Tsai noted that in reference to the first goal, the City formed a Citizen Advisory Panel composed of three
members of the Traffic, Safety& Parking Commission and three residents to serve as a steering committee.
Mr. Tsai explained that in May 2018, staff conducted a town hall meeting in Lyon Hoag to hear from the
public about their concerns. As a result of the meeting, the City retained the services of TJKM to review the
traffic and parking-related issues in Lyon Hoag and adjacent neighborhoods.
Mr. Tsai explained that staff performed extensive community outreach through direct mailers, social media,
and the eNews. Additionally, staff conducted an online survey and received 118 responses regarding traffic-
related concerns in Lyon Hoag.
Mr. Tsai stated that staff has held two community workshops in order to hear from the residents of Lyon
Hoag about their concerns. He explained at the workshops, a community feedback board was set up, and the
public was asked to place a red, yellow, and green sticker under their top three priorities. Red represented
their top priority, yellow second, and green was their third priority. The different categories that the public
was asked to prioritize were: speeding, congestion,beautification, safety, cut through traffic, pedestrian &
bicycle connectivity, and parking. Speeding, cut through traffic, and parking were the top three categories
selected by the community.
Mayor Colson noted that the slide of a community feedback board had no stickers under pedestrian &
bicycle connectivity. She asked if this was common at the workshops. Mr. Tsai replied in the affirmative.
DPW Murtuza added that the town hall meeting arose because of residents' concerns over cut through traffic
and San Mateo's Peninsula Interchange Project.
Mr. Tsai explained that TJKM collected the following data:
• Speed surveys
• Origin and destination studies to determine cut-through traffic patterns
• Examined intersections for improvements
• Evaluated pedestrian safety concerns
• Explored preliminary concepts to address concerns raised by the community
Mr. Tsai stated that at the end of the first phase, a needs assessment map was developed.
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Councilmember Brownrigg noted that the purple lines on the map were areas of high vehicular speed. He
asked what the speeds were. Mr. Tsai replied that it was around 29 to 33 mph.
Mr. Tsai stated that staff utilized the assessment map in the second Community Workshop. At the second
workshop, the participants discussed potential solutions. He noted that the solutions included: rapid
rectangular flashing beacons, mini traffic circles, trial road humps, radar feedback signs, enhanced
crosswalks, bulb-outs, median islands, and edge lines.
Mr. Tsai stated that the staff and consultants utilized the feedback from the second workshop and arrived at a
set of preliminary solutions. He displayed a map that outlined the location of solutions and the type of
solutions being considered.
Mr. Tsai discussed the intersection of Dwight and Clarendon. He noted that the current intersection appears
to be a small traffic circle but doesn't slow down traffic like a traffic circle. Therefore, the consultants
suggested increasing the size of the traffic circle to assist in slowing down vehicles.
Mr. Tsai next discussed Bloomfield. He noted that the street is wide, and there is parking on both sides. He
explained that the proposal is to introduce an edge line feature that would narrow the street and therefore
decrease speeds.
Mr. Tsai reviewed the next steps:
• Citizen Advisory Panel Meeting—September 4
• Final Community Workshop—October 2
• Finalize Traffic Calming Solutions
• Develop Cost Estimates
• Develop Phased Implementation Plan
• Present Draft Report
Councilmember Keighran asked what time the Community Workshop on October 2 would be held. Mr. Tsai
stated that it would most likely be at 6:30 p.m.
Vice Mayor Beach asked if there would be additional recommendations beyond the traffic circle at Dwight
and Clarendon and the edge lines on Bloomfield. Mr. Tsai replied in the affirmative.
Vice Mayor Beach explained that people think safety vehicles have issues with road humps. She asked if
this was true and why the City was now considering the humps. Mr. Tsai explained that staff talked with
other cities that have successfully utilized the road humps. He added that staff would work with the safety
departments to ensure that the road humps wouldn't be an issue.
Councilmember Keighran asked if the Phased Implementation Plan would prioritize the timeline of projects.
Mr. Tsai replied in the affirmative.
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Councilmember Ortiz asked if staff took into consideration how the opening of Facebook's new offices may
impact traffic in the Lyon Hoag neighborhood. Mr. Tsai stated that staff focused on existing traffic issues,
with a consideration to future impacts.
Councilmember Brownrigg asked if the notion is that if the City cuts down on speeding, it will also decrease
cut-through traffic. Mr. Tsai stated that he believed the two issues overlapped.
Councilmember Brownrigg asked if bulb outs would be used. Mr. Tsai replied in the affirmative.
Mayor Colson opened the item up for public comment.
Burlingame resident Jennifer Pfaff thanked the Council for undertaking this project. She discussed her
concerns with the crosswalks from the Lyon Hoag community into the City of San Mateo. She asked how
the two cities work together to repair and improve these crosswalks.
Mr. Tsai stated that staff has been working with San Mateo on the Peninsula Avenue crosswalks.
Burlingame resident Daryl Thomas voiced concern that the streets where traffic calming measures are not
implemented would see an increase in traffic.
DPW Murtuza discussed how traffic calming is a continuous process with efforts reviewed as things change.
Mayor Colson closed public comment.
7. PUBLIC COMMENT
Committee for Green Foothills representative Helen Wolter, BHS student Verona Teo, and San Mateo
resident Laura discussed the State Lands Commission parcel on the Bayfront. They voiced their support for
utilizing the parcel as an open space public park.
Citizens Environmental Council representative Doug Silverstein discussed CEC's October 17 event at the
Burlingame Public Library entitled: "New Technology That Can Save Water, Energy, and Money."
8. CONSENT CALENDAR
Mayor Colson asked the Councilmembers and the public if they wished to remove any item from the
Consent Calendar. Councilmember Brownrigg pulled 8b and 8c. Mayor Colson pulled 8j.
Councilmember Brownrigg made a motion to adopt 8a, 8d, 8e, 8f, 8g, 8h, 8i, 8k, and 81; seconded by
Councilmember Keighran. The motion passed unanimously by voice vote, 5-0.
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a. ADOPTION OF CITY COUNCIL MEETING MINUTES FOR AUGUST 19, 2019
Vice Mayor Beach requested an amendment to the Meeting Minutes. On page 12, Vice Mayor Beach's
statement was edited in italics as follows:
Vice Mayor Beach explained that she would like for the Stakeholders Group to continue exploring
the employee incentive program, specifically subsidized Clipper cards so downtown retail,
restaurant, and service workers could more conveniently and affordably use Caltrain and SamTrans
buses.
b. ADOPTION OF A RESOLUTION AUTHORIZING THE CITY MANAGER TO PROCURE
GREENFIELDS, INC. FITNESS EQUIPMENT, CONSTRUCTION MATERIALS,
ASSOCIATED LANDSCAPING, AND SITE AMENITIES; AND TO EXECUTE AN
AGREEMENT WITH BAY AREA PAVING CO., INC. TO INSTALL CONCRETE PADS
FOR THE BAY TRAIL FITNESS EQUIPMENT PROJECT, CITY PROJECT NO: 85440
Councilmember Brownrigg asked that in the future, staff include the dollar amount of a contract in the title
of staff reports. He explained that he believed that this would increase transparency. City Manager
Goldman replied in the affirmative.
Councilmember Brownrigg asked the Parks and Recreation Department to discuss the Bay Trail Fitness
Equipment project. Parks Supervisor Rich Holtz and Recreation Coordinator Nicole Rath gave a
presentation on the project.
Mr. Holtz stated that staff has been working with BCDC (San Francisco Bay Conservation and Development
Commission) to obtain approval to install four areas of fitness equipment on the Bay Trail.
Mayor Colson thanked the Burlingame Parks and Recreation Foundation for their assistance in this project.
She explained that the Foundation met with hotels and businesses on the Bayfront to garner their support and
funding. She stated that this project would be great for hotel guests, the community, and parents watching
their children's games and practices.
Mr. Holtz stated that he and Ms. Rath reviewed different areas of the city to install fitness equipment. He
explained that staff wanted to minimize disturbance from construction and therefore picked the following
locations for these fitness equipment clusters: parking lot across from Bayside Park, before Anza Boulevard
on Airport Boulevard, backside of Murray Park facing the lagoon, and behind Field Number 2 by the dog
park.
Ms. Rath stated that the loop is under a mile, and there will be signage to direct users to the next cluster of
equipment. She noted that the clusters are all approximately a quarter of a mile apart from each other.
Mr. Holtz stated that each cluster would focus on different muscle groups. He noted that staff consulted with
fitness experts on what equipment to purchase.
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Mayor Colson opened the item up for public comment. No one spoke.
Councilmember Keighran thanked the Crowne Plaza Hotel and the Doubletree for their financial
contributions to the project. She noted that the project is a great example of how the City can work with the
hotels.
Councilmember Keighran asked about the construction timeline for the project. Mr. Holtz replied that the
construction would be completed by December 2019. He added that the sponsorships from the hotels was
being used to upgrade the surfacing of the locations of the four clusters.
Mayor Colson asked if the clusters were ADA accessible. Mr. Holtz responded in the affirmative.
Councilmember Ortiz made a motion to adopt Resolution Number 100-2019; seconded by Vice Mayor
Beach. The motion passed unanimously by voice vote.
c. ADOPTION OF A RESOLUTION AUTHORIZING THE MAYOR TO SEND A LETTER OF
OPPOSITION REGARDING SB 266, PUBLIC EMPLOYEES' RETIREMENT SYSTEM:
DISALLOWED COMPENSATION: BENEFIT ADJUSTMENTS
Councilmember Brownrigg asked HR Director Morrison to review the background on staff's
recommendation for the Mayor to send a letter of opposition regarding SB 266.
HR Director Morrison stated that currently when a public employee retires, their pension is based on their
pensionable compensation. Pensionable compensation is an employee's highest year of earning including
their base rate and any special compensations, also known as differentials. She explained that CalPERS
calculates an individual's pension using their earnings, years employed, and CalPERS pension formula.
HR Director Morrison stated that what is and isn't considered special compensation is outlined very clearly
in the California Code of Regulations. Any form of payment that is not specifically outlined in the law as
special compensation is considered disallowed compensation. Disallowed compensation is not included in
the pension formula. She explained that CalPERS is solely responsible for deciding what is and isn't
included in an employee's final compensation for pension purposes.
HR Director Morrison stated that staff works with the labor unions to capture what the City believes is
special compensation within each union's MOU. The MOU and the City and labor union's understanding of
what is deemed special compensation is then given to CalPERS.
HR Director Morrison explained that mistakes in determining correctly what is special compensation have
occurred in the past, by the City, during negotiations, and by CalPERS. She stated that it is CalPERS'
responsibility to accurately calculate an individual's pension at the time of retirement, and during any future
audits they do, no matter if the City or bargaining unit has incorrectly interpreted and applied the Code in the
past.
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HR Director Morrison stated that by law, when Ca1PERS discovers that an individual has been receiving an
overpayment in pension compensation, it is Ca1PERS' responsibility to collect the money, and the City's
responsibility to stop the overpayment.
HR Director Morrison explained that SB 266 absolves Ca1PERS of any responsibility. Therefore, if a
mistake is discovered,under the proposed legislation, the City would now be responsible for repaying the
discrepancy to Ca1PERS and making the employee or beneficiary whole.
Councilmember Brownrigg stated his agreement with HR Director Morrison that SB 266 was bad for cities.
He explained that he researched the background of SB 266 in order to understand what issue arose that
prompted the legislation. He stated that the proposed bill was prompted by a beneficiary being asked to
repay overpayments to Ca1PERS. He voiced his disappointment that Ca1PERS, an organization that
employees hundreds of pension experts, is pushing a pension analysis problem on the cities. He stated that
CALPERS was shirking its duty.
Councilmember Brownrigg stated that he believed that the letter should be more direct and speak to the labor
problems that would be created by the legislation. He explained that by shifting the responsibility to the
cities, labor negotiations will become solely focused on salary negotiations in order to avoid special
compensation discrepancies. He asked that the letter be rewritten to discuss these issues.
Councilmember Brownrigg added that he didn't believe the employee or the employee's beneficiary should
be on the hook for overpayments. Instead, he believed it was the responsibility of Ca1PERS to figure out
how to make the overpayments up.
HR Director Morrison stated her agreement with Councilmember Brownrigg. She explained that staff works
diligently with labor partners and Ca1PERS to ensure that they are accurately reporting and categorizing
special compensation. She added that CalPERS must take responsibility for the guidance and advice that it
gives cities.
Councilmember Keighran voiced her agreement that the letter needed to be stronger.
Councilmember Ortiz stated that he shared his colleagues' outrage over the proposed bill.
City Manager Goldman explained that the state legislature's staff would be looking at the totality of letters
that they received on SB 266 and not necessarily the substance of the letters.
Mayor Colson stated that while she agreed with the City Manager, she thought it was important to add
language to the letter because of the potential impact on labor negotiations. She noted that the letter should
also discuss that the City isn't in favor of claw-backs (having employees or their beneficiaries pay back the
overpayments).
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Agenda Item 8a
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Councilmember Ortiz asked if currently the practice is to claw-back, or if the payment is just changed
moving forward. HR Director Morrison stated that if Ca1PERS does an audit and finds that there is an issue,
Ca1PERS will send the individual a bill. She stated that the claw-back is the existing law.
City Attorney Kane noted that Ca1PERS recently moved the goal post a few times on deciding retroactively
what counted under special compensations. She stated that the resolution attached to the staff report
approves of sending a letter and not specifically the letter attached to the staff report. Therefore, given the
timeliness of this matter, she suggested the Council vest discretion with the Mayor, HR Director, and City
Manager to draft the letter.
Mayor Colson opened the item up for public comment. No one spoke.
Mayor Colson stated that she did believe the letter should be edited to discuss how SB 266 would deter the
City from negotiating with labor on special compensations. She noted that the letter should additionally
address that the City doesn't support individuals being forced to pay back funds that were the mistake of
CaIPERS.
Councilmember Brownrigg agreed with Mayor Colson.
Councilmember Ortiz asked if he was correct that SB 266 doesn't talk about the claw-back but instead
discusses moving responsibility from Ca1PERS to the cities. HR Director Morrison replied in the
affirmative.
Councilmember Ortiz stated that he didn't feel the letter should include discussion of the claw-back as it is
the existing law. Instead, the City should focus on how SB 266 moves responsibility from Ca1PERS to the
cities.
Councilmember Brownrigg disagreed, stating that the genesis of SB 266 arises from determining who is
responsible for overpayments.
Councilmember Ortiz stated that whether the responsibility fell on the City or Ca1PERS, the individual
would still be responsible for paying the money back.
HR Director Morrison stated that under SB 266, the City would become responsible for paying the
overpayment, and the individual would continue to be compensated at the higher rate.
Councilmember Ortiz made a motion to adopt Resolution Number 101-2019 and allow the Mayor, HR
Director, and City Manager to work on editing the letter; seconded by Councilmember Brownrigg. The
motion passed unanimously by voice vote, 5-0.
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d. ADOPTION OF A RESOLUTION AUTHORIZING THE DELETION OF ONE VACANT
OFFICE ASSISTANT II AND THE ADDITION OF ONE ADMINISTRATIVE ASSISTANT I
HR Director Morrison requested Council adopt Resolution Number 102-2019.
e. ADOPTION OF A RESOLUTION APPROVING A PROFESSIONAL SERVICE
AGREEMENT WITH WILSEY HAM FOR THE BURLINGAME AND GLENWOOD PARK
SUBDIVISION AND NEIGHBORHOOD WATER MAIN IMPROVEMENTS, CITY
PROJECT NO. 84891, AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE
AGREEMENT
DPW Murtuza requested Council adopt Resolution Number 103-2019.
f. ADOPTION OF RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO EPS,
INC. DBA EXPRESS PLUMBING FOR THE EASTON DRIVE DRAINAGE
IMPROVEMENTS, CITY PROJECT NO. 85610
DPW Murtuza requested Council adopt Resolution Number 104-2019.
g. ADOPTION OF A RESOLUTION MEMORIALIZING THE CITY COUNCIL'S AUGUST
19, 2019 ACTION REGARDING AN APPEAL OF THE PLANNING COMMISSION'S
ACTION OF AN APPLICATION FOR A DESIGN REVIEW AMENDMENT TO A
PREVIOUSLY APPROVED PROJECT AT 25 ARUNDEL ROAD
CDD Gardiner requested Council adopt Resolution Number 105-2019.
h. ADOPTION OF A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE
AN AMENDMENT TO A PROFESSIONAL SERVICES AGREEMENT WITH
CIRCLEPOINT TO PERFORM ENVIRONMENTAL REVIEW SERVICES RELATED TO
THE PROPOSED DEVELOPMENT OF A NEW 150-UNIT APARTMENT BUILDING AT
1055 ROLLINS ROAD
CDD Gardiner requested Council adopt Resolution Number 106-2019.
i. ADOPTION OF A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE
A SECOND AMENDED AND RESTATED AGREEMENT WITH THE SAN MATEO UNION
HIGH SCHOOL DISTRICT FOR THE BURLINGAME AQUATIC CENTER
City Manager Goldman requested Council adopt Resolution Number 107-2019.
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j. ADOPTION OF A RESOLUTION AUTHORIZING THE CITY'S PARTICIPATION IN
UNITED AGAINST HATE WEEK
Mayor Colson explained that she and City Manager Goldman attended the North County Mayors' lunch at
Youtube. At the luncheon, they were given a presentation concerning"United Against Hate Week," an
initiative from the Berkeley Mayor. She stated that United Against Hate Week is November 17 through
November 23, 2019. She explained that United Against Hate calls for local civic action by people in every
Bay Area community to stop the "hate and the implicit biases that are a threat to the safety and civility of our
neighborhoods, towns, and cities." She noted that she reached out to BHS about participating in events that
week.
Mayor Colson opened the item up for public comment. No one spoke.
Vice Mayor Beach made a motion to adopt Resolution Number 108-2019; seconded by Councilmember
Keighran. The motion passed unanimously by voice vote, 5-0.
k. OPEN NOMINATION PERIOD TO FILL TWO VACANCIES ON THE BEAUTIFICATION
COMMISSION
City Manager Goldman requested Council open the nomination period to fill two vacancies on the
Beautification Commission.
1. OPEN NOMINATION PERIOD TO FILL THREE VACANCIES ON THE PARKS AND
RECREATION COMMISSION
City Manager Goldman requested Council open the nomination period to fill three vacancies on the Parks
and Recreation Commission.
9. PUBLIC HEARINGS
a. ADOPTION OF RESOLUTIONS ADOPTING THE BURLINGAME 2030 CLIMATE
ACTION PLAN, GENERAL PLAN AMENDMENT, AND ADDENDUM TO THE GENERAL
PLAN ENVIRONMENTAL IMPACT REPORT (EIR)
Sustainability Fellow Andrea Pappajohn stated that in April, staff presented the 2030 Climate Action Plan
("CAP") draft at the joint City Council/Planning Commission meeting. Since that meeting, staff has
conducted public outreach and updated the draft.
Ms. Pappajohn gave a brief overview of the 2030 CAP. She explained that the 2030 CAP update:
• is based on growth and development projections in the Envision Burlingame General Plan
• provides an updated roadmap for sustaining greenhouse gas ("GHG") emission reductions
• is a program-level evaluation that could streamline environmental review
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Ms. Pappajohn explained that the 2030 CAP GHG Reduction Strategy is driven by the General Plan's
emphasis on sustainability and health. She noted that the CAP is looking for 20 GHG emission reduction
measures across 5 key sectors:
1. Built Environment and Transportation— 10 GHG emission reduction
2. Energy—5 GHG emission reduction
3. Water/Wastewater—2 GHG emission reduction
4. Waste— 1 GHG emission reduction
5. Municipal—2 GHG emission reduction
Ms. Pappajohn stated that the purpose of the CAP is to reduce greenhouse gases in the City and community
as measured in MTCO2e. She reviewed a table that depicted GHG emission scenarios over the next 30
years.
GHG Emission Annual GHG Emission Reductions (MTCO2e)
Scenario
2020 2030 2040 2050
Adjusted Business
As Usual (BAU) 233,646 180,493 189,690 166,534
GHG Emission
Forecast
2030 CAP Update
GHG Emission 216,916 130,150 86,766 43,383
Target (state
targets)
City GHG
Emissions with 213,249 128,581 124,222 119,802
CAP Reductions
GHG Emission
Target Achieved Yes Yes No No
Ms. Pappajohn explained that as seen in the above chart, while the proposed 2030 CAP will assist the City in
meeting the 2020 and 2030 targets, the City won't meet the 2040 and 2050 targets. She stated that this is
common. However, she explained that as the City makes progress on GHG reductions and new technologies
come online, staff is confident that the City will meet the 2040 and 2050 targets.
Ms. Pappajohn introduced MIG consultant Chris Dugan.
Mr. Dugan explained that development of the 2030 CAP began with the General Plan outreach and
community engagement. He stated that the outreach informed policies that went into the General Plan that
formed the backbone of the 2030 CAP.
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Mr. Dugan stated that after the 2030 CAP was prepared, staff sent the plan out for review. He stated that it
has been available for public review for four months. He reviewed the public outreach that has been done
for the draft plan:
• April 27, 2019 overview presentation to City Council and Planning Commission
• May 8, 2019 presentation to the Citizens Environmental Council ("CEC")
• June 19 to July 3, 2019 Notice of Availability of Addendum to the General Plan EIR
• July 3, 2019 comments from the Bay Area Air Quality Management District ("BAAQMD")
• July 17, 2019 follow-up discussion with the CEC
• August 12, 2019 Planning Commission meeting
Mr. Dugan noted the City received eight comment letters and approximately 50 comments on the 2030 CAP
update.
Mr. Dugan reviewed some of the comments that the City received from the Bay Area Air Quality
Management District (`BAAQMD") and the CEC. He explained that in general, BAAQMD's comments
were supportive.
Mr. Dugan stated that BAAQMD asked that the City consider strong policies to change people's behavior
when it comes to driving. He stated that in his opinion, the CAP has very strong policies to try to change
behavior. He noted that if the CAP's measures are successfully implemented, it should achieve a 21%
reduction in Vehicle Miles Traveled ("VMT") in 2030, or approximately 60 million miles reduction. He
stated that the State Office of Planning and Research recently recommended a 15% reduction in VMT as a
CEQA significance threshold.
Mr. Dugan stated that the 21%reduction in VMT will reduce GHG emissions by 22%. He explained that
Plan Bay Area is targeting a 19% reduction by 2035, and therefore the City's CAP sets a more aggressive
target and timeline.
Mr. Dugan stated that BAAQMD asked that the City consider strong policies for energy efficiency and
retrofitting natural gas equipment and appliances. He explained that the CAP measures are intended to
improve energy efficiency, with an estimated 4.4% reduction in electricity consumption and 14.7% reduction
in natural gas consumption in 2030.
Mr. Dugan reviewed the CEC's comments. He stated that the CEC asked the City to be more aggressive in
its GHG emission reduction targets. The CEC suggested an 80%reduction in emissions by 2030 instead of
2050. He explained that staff considered this request but decided to retain the GHG emission reduction goals
set by the CAP for three reasons:
1. Because the CAP aligns with the EIR, the City can adopt the CAP under an addendum to the EIR. If
the City pursues more aggressive reduction targets, the City may need to undergo a more robust
CEQA review. This would lengthen the overall timeline for adopting the CAP update.
2. The comment underestimates the ambitiousness of the State's GHG emission goals. The State
currently doesn't have a concrete plan for how to reduce GHG emissions by 80% in 2050.
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Burlingame City Council September 3,2019
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Agenda Item 8a
Meeting Date: 09/16/19
3. Staff made a conscious decision to set realistic goals with realistic timelines.
Mr. Dugan reviewed other comments from the CEC including:
• Request for faster implementation of plans (e.g. Electric Vehicle Strategic Plan) and code updates
(e.g. TDM Code) by 2021, and
• More mandatory requirements, such as mandated City electric vehicles and all electric buildings.
Mr. Dugan discussed changes that staff made based on the CEC's comments including:
• Added specific requirements to trip reduction measures
• Encouraging/emphasizing gray water systems
• Preparation of a Community Zero Waste Plan
Mr. Dugan reviewed implementation of the 2030 CAP. He explained that the goals and targets set by the
CAP aren't meant to be ceilings but instead are floors. He stated that documents were built into the CAP in
order to make it a dynamic document, including:
• Implementation and Monitoring Program—specific actions, outcomes, timelines, and responsibilities
• CAP Consistency Checklist—to be completed by project proponents as part of application submittal
• Annual sustainability reports
• Annual emissions reports (through San Mateo Regional Climate Action Planning Suite)
Mr. Dugan explained that staff also envisions periodically updating the CAP to modify existing strategies
and identify new strategies.
Councilmember Keighran asked if the goals in the CAP update are realistic for the City. Mr. Dugan replied
in the affirmative and added that the City is on track for 2020.
Councilmember Keighran asked if the City undertakes the improvements in the CAP update, will the City
meet the 2030 targets. Mr. Dugan replied in the affirmative.
Councilmember Keighran stated that the Council will obtain yearly progress reports and asked if the Council
can decide to change the City's goals in the future to more aggressive reductions. Mr. Dugan replied in the
affirmative.
Councilmember Keighran asked if the City does decide to change the targets, would it require a CEQA
review. Mr. Dugan replied in the affirmative.
Councilmember Brownrigg stated that the CAP focuses on VMT as a proxy for GHG emissions. He asked if
all vehicles were electric and all electricity was renewable, would the City care about VMT. Mr. Dugan
replied that it would help the GHG emission estimates as that sector would become an emissions free sector.
Vice Mayor Beach discussed the other implications of VMT including cars on the road, traffic impacts,
roadway maintenance impacts, etc.
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Agenda Item 8a
Meeting Date: 09/16/19
Vice Mayor Beach stated that the Council wants the City to be as aggressive as possible in setting targets that
are reachable but uncomfortable. She noted that the goals in the CAP are aggressive.
Vice Mayor Beach stated that the Bay Area has a particularly important responsibility to be more aggressive
when it comes to VMT than the rest of California. She discussed the transportation options that surround the
Bay Area.
Vice Mayor Beach voiced support for including language in the CAP that specifies that the outlined targets
are the floor and not the ceiling. She suggested including language that the targets align with the City's
General Plan, but that the City will pursue higher targets. She asked if stretch goals could be included in the
CAP. Mr. Dugan stated that this is something that can be considered. He noted that language changes that
don't commit the City to achieving a higher goal can be added easily without a CEQA review.
Councilmember Ortiz asked if the City converts 50% of households to PCE's ECO100 (100%renewable
energy), what would that do to the City's targets. Mr. Dugan stated that this assumption is integral to
meeting the 2030 goals.
Mayor Colson stated that PCE's baseline product mix is getting greener and greener. Therefore, houses
wouldn't need to opt up.
Councilmember Keighran discussed Exhibit A of the Resolution adopting the 2030 Climate Action Plan and
Amendment to the Burlingame General Plan. She stated that Exhibit A outlined amendments to the 2040
General Plan including:
• Electrification of yard and garden equipment
• Construction best management practices
• Alternatively-powered residential water heaters
• Increasing the public street tree population
She asked if these were incorporated into the 2030 CAP requirements. Mr. Dugan replied in the affirmative.
Councilmember Keighran asked about the timeline for the above listed amendments. Mr. Dugan replied that
the Implementation and Monitoring Program outlines specific actions and by when they must be completed.
Councilmember Keighran stated that developers may not know what is available. She explained that it
would be good for the Planning Department to have a list of available products and techniques for the
developer. Mr. Dugan replied in the affirmative.
Vice Mayor Beach stated that some communities have set more aggressive targets. She noted that San
Francisco and Palo Alto want to exceed the State standards. She asked what these cities are doing from a
policy standpoint to make their targets possible. Mr. Dugan stated that the key differences are that these
cities started earlier, own their utilities, and have additional resources available.
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Burlingame City Council September 3,2019
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Agenda Item 8a
Meeting Date: 09/16/19
Vice Mayor Beach asked about the timeline for implementing reach codes and if it should relate to the
Rollins Road Specific Plan. CDD Gardiner stated that reach codes would be brought to Council this fall for
review.
Vice Mayor Beach stated that the TDM strategy to reduce vehicle miles traveled in the transportation sector
has to be a main focus. She asked if staff has given any consideration to creating a TDM manager position
to tackle this issue. City Manager Goldman replied in the negative and discussed the current space
constraints in City Hall. She noted that staff could look into creating a part-time TDM manager position.
Mayor Colson stated that on page 52, the report discusses electric vehicle infrastructure and initiatives
stating:
Single- and multi-family homes (less than or equal to 20 units) shall be constructed such that each
home/unit has at least one dedicated parking space with electric vehicle supply equipment(EVSE)
installed.
She noted that the above requirement would be difficult if SB 50 or something similar passes. She stated
that PCE learned that a majority of people charge their cars overnight at their homes. Therefore, if pursuant
to SB 50, multi-unit developments aren't required to have parking spaces, then individuals are more likely to
park on the street and purchase combustion engine vehicles.
Mayor Colson opened the hearing for public comment.
CEC President Mike McCord discussed the process of reviewing and updating the City's CAP. He voiced
his support for the document and stated that he agreed it was a floor not a ceiling.
Burlingame resident Doug Silverstein discussed the process and the constraints at the local level to take more
aggressive steps. He stated that the major learning for him is to leverage the County or an entity such as
PCE to assist in making progress.
Burlingame resident Elaine Breeze discussed the need to ensure that the targets are obtainable for developers
in order to ensure the success of the CAP.
Burlingame resident Christine Yballa urged the Council to adopt the CAP and work hard to implement the
specific actions in the plan.
Mayor Colson closed the hearing
Councilmember Brownrigg thanked the CEC for thoroughly reviewing the CAP. He discussed how the State
has set a target that by 2045, California should be zero carbon energy. He stated that the problem with this is
that if the State doesn't know if it can get to zero carbon energy by 2045, then the rest of the country doesn't
get there until 2075, and developing countries won't be there until the 2100s. He explained that the City
must do better. He noted that Iceland has announced that there will be no combustion engines licensed after
2030. He stated that the State needs to make big decisions soon.
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Agenda Item 8a
Meeting Date: 09/16/19
Councilmember Ortiz voiced his support for Mr. Silverstein's suggestion to leverage the County to increase
progress. He stated that he wants to see the City aim higher than the floor. He explained that it is important
that the City commit to do its part and send a message to the State to do better.
Councilmember Keighran thanked everyone that was involved in putting this document together. She stated
that she believed the City was doing a good job in moving forward.
Vice Mayor Beach concurred with Councilmember Brownrigg that the State and Federal governments must
make climate action a priority. She stated that if there is an opportunity to add additional language about
aspiring to more than the baseline, she would like it included in the CAP.
Vice Mayor Beach discussed working with the school districts on getting automobiles off the road. She also
suggested that the specific plan for Rollins Road make it a green neighborhood.
Mayor Colson stated that the City will be working with the Flood and Sea Level Rise Resiliency District and
Sea Change Burlingame.
City Attorney Kane stated if the Council wants to add language, she would suggest doing so in Resolution
Number 110-2019, that adopts the Climate Action Plan. She explained that the language in the plan was
circulated for public comment, and the resolution is part of the legislative history.
City Attorney Kane suggested adding a new bullet point"C" on the last page of Resolution Number 110-
2019. The new bullet point would state that"The City Council further affirms the City's intent to exceed the
goals set forth in the Climate Action Plan by any available means."
Councilmember Brownrigg made a motion to adopt Resolution Number 110 with the inclusion of the City
Attorney's above specified language; seconded by Councilmember Ortiz. The motion passed unanimously
by voice vote.
Vice Mayor Beach made a motion to adopt Resolution Number 109-2019; seconded by Councilmember
Keighran. The motion passed unanimously by voice vote, 5-0.
10. STAFF REPORTS
a. CITY COUNCIL DIRECTION REGARDING A PILOT PROJECT FOR DYNAMIC
WAYFINDING SIGNAGE FOR PARKING AVAILABILITY
DPW Murtuza stated that staff is proposing that a 12-month pilot program be conducted for dynamic
wayfinding signage for parking availability in Parking Lots C and Y. He explained that if the program is
successful, the City could expand to additional lots.
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Agenda Item 8a
Meeting Date: 09/16/19
DPW Murtuza explained that staff reviewed multiple proposals from firms that provide technology and
communication systems to enhance the parking experience. After reviewing the proposals and interviewing
several firms, staff selected Streetline of Foster City for a pilot project. He explained that Streetline's
technology appears to be well suited to meet Burlingame's needs. He added that Streetline is offering to
provide free services worth approximately$56,000 to implement the pilot project.
DPW Murtuza stated that the Traffic, Safety & Parking Commission reviewed Streetline's proposal at its
May 2019 meeting. The Commissioners expressed support for the program and expressed interest in
expanding it to other lots in the Broadway Area. Staff suggested that the technology should first be tested in
Parking Lots C and Y prior to expanding the program to additional lots.
DPW Murtuza introduced Streetline Vice President Taso Zografos.
Mr. Zografos stated that Streetline has been around for 10 years. He discussed some of Streetline's clients
including City of Los Angeles with 6,000 sensors, City of Oakland, San Mateo, Redwood City, Apple Park
with 10,000 sensors, and Facebook with 6,000 sensors.
Mr. Zografos reviewed Streetline's proposed project for the City. He stated that the company would use its
technology to provide parking availability information to the public. He explained that it would be a 12-
month pilot which includes three months of set up and calibration.
Mr. Zografos stated that Streetline takes in camera or sensor data through a mesh wireless network. That
information is then pushed through a cellular network to the signage (which can be solar powered). He noted
that this information could also be pushed to mobile applications.
Mr. Zografos stated that Streetline chose two off-street lots in each of the downtown areas: Lot Y in the
Broadway Commercial District and Lot C in the Burlingame Avenue Downtown District.
Mr. Zografos reviewed Streetline's Lot Y proposal. He stated that there would be 36 spaces with sensors.
He showed examples of what the sensors would look like. He explained that the sensors would be core
drilled into the pavement so that the sensors are flush mount with the parking spaces. He stated that signage
would be put on the two entry points to Lot Y to alert the public of availability. He added that the City has
the option to add wayfinding signage on Broadway Avenue to better alert the public of parking availability.
Mr. Zografos reviewed Streetline's Lot C proposal. He stated that Lot C has 80 spaces, and Streetline is
proposing to use six cameras to cover the spaces. He discussed signage for Lot C that could be provided not
only at the entrances to the lot but also on Burlingame Avenue.
Mr. Zografos discussed cost sharing for the pilot project. He stated that the cost for Lot Y includes a one-
time activation fee of$10,800 and a monthly recurring fee for the nine months of$800. This is a total cost
of$45,400, with Streetline paying$27,400 and the City paying $18,000.
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Agenda Item 8a
Meeting Date: 09/16/19
Mr. Zografos stated that the cost for Lot C includes a onetime activation fee of$10,800 and a monthly
recurring fee for the nine months of$900. This is a total cost of$47,400, with Streetline paying$28,500 and
the City paying $18,900.
Councilmember Keighran discussed the Village at Burlingame project on Lots F and N. She suggested that
because of the shortage of parking during construction on Lots F and N, it might be beneficial to choose two
lots in Burlingame Downtown Area and add Broadway at a later date. DPW Murtuza explained that staff
would need to review which additional lot should be included and what the cost would be. He noted that the
reason Broadway was selected was because there was an interest last year from the Broadway Commercial
District in utilizing wayfinding.
Councilmember Ortiz stated that he supported the project. He discussed the future parking structure on Lot
N and asked staff for more information on the costs associated with putting sensors in that facility.
Vice Mayor Beach stated that she was excited about the project. She asked what the average cost is to build
a parking space. DPW Murtuza stated that it is about $50,000.
Vice Mayor Beach stated that this project would assist the City in experimenting with how the City can
utilize infrastructure that already exists. She discussed how the City would then be able to weigh the benefits
of creating more parking versus innovative technology that assists the public in finding parking.
Vice Mayor Beach asked what City funds would be utilized for the project. DPW Murtuza stated that staff
recommends using Parking Enterprise funds. He explained that these funds are generated from meter
revenues and parking tickets.- He stated that the funds are collected to improve the parking in the downtown
areas.
Vice Mayor Beach asked if it would be useful to consider the Donnelly Library Garage. She explained that
she understood the top lot would be valet parking during the construction on Lots F and N but wondered if
sensors could be used on the lower lot. DPW Murtuza stated that portions of the lower lot would be used for
City employees, and therefore it would be better to study a different lot.
Vice Mayor Beach suggested that the City expand the pilot project to three lots (two in the Burlingame
Avenue Business District and one in the Broadway Commercial District). She asked what the cost would be
to add a third lot. DPW Murtuza stated that staff would need to review the locations.
City Manager Goldman stated that the two proposed lots are close in cost. Therefore, an estimate could be
made using that information. She cautioned the Council against removing Lot Y from the pilot program
because of Broadway's desire to utilize wayfinding technology. She suggested adding Lot W as the third lot
in the pilot project.
Vice Mayor Beach agreed that Lot W was a good suggestion.
Mayor Colson opened the item up for public comment.
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Agenda Item 8a
Meeting Date: 09/16/19
Burlingame residents Doug Silverstein, Jennifer Pfaff, and Traffic, Safety &Parking Commissioner Jeff
Londer voiced their support for the project.
Mayor Colson closed public comment.
Councilmember Ortiz asked if the City was to add another lot, would the cost be proportional to the other
lots. Mr. Zografos replied in the affirmative.
Mayor Colson stated that she liked the idea of adding a third lot. She asked if the City would be able to
obtain data about the usage of the EV charging stations in Lot Y from the pilot program. Mr. Zografos
replied that Streetline had not planned on adding sensors to the EV charging stations but could if the Council
asked.
Councilmember Ortiz asked if the City added sensors to the EV charging stations, would the number of
available charging stations be displayed on the wayfinding signage. Mr. Zografos replied in the affirmative.
DPW Murtuza stated that staff's proposal was to consider adding sensors to the EV charging stations after
the pilot project.
City Attorney Kane stated that if the City Council decides to request a third lot, then Council should amend
the language of the resolution to $60,000 to include the costs of an additional lot.
Councilmember Brownrigg asked if Streetline stores the camera feeds. Mr. Zografos replied in the negative.
He explained that Streetline doesn't store the camera feeds or any records associated with the vehicle such as
license plate numbers. Instead, he stated that the cameras take snap shots every few minutes to see if the
spaces are open.
Councilmember Brownrigg agreed that a third lot should be added to the pilot program. He stated that the
City needed to come up with a different way of identifying the lots for the community. He asked that the
City rename the lots so that people could clearly find the different lots.
Mayor Colson suggested renaming the lots based on their locations. DPW Murtuza stated that staff would
review this suggestion.
Councilmember Ortiz made a motion to adopt Resolution Number 111-2019 with the amendment that a third
lot be added to the pilot program and therefore an increase of funds to $60,000; seconded by Vice Mayor
Beach. The motion passed unanimously by voice vote, 5-0.
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Burlingame City Council September 3,2019
Unapproved Minutes
Agenda Item 8a
Meeting Date: 09/16/19
b. AUTHORIZIATION TO THE CITY MANAGER TO SUBMIT A LETTER OF INTEREST
TO BAY AREA METRO TO AMEND THE DESIGNATED PRIORITY DEVELOPMENT
AREA (PDA) IN THE CITY OF BURLINGAME
CDD Gardiner stated that Priority Development Areas ("PDAs") are defined as locations within existing Bay
Area communities that present infill development opportunities and are easily accessible to transit,jobs,
shopping, and services. He explained that the City's current PDA was established in 2007 by Council
resolution in coordination with the City/County Association of Governments of San Mateo County
("C/CAG"). The City's PDA was amended in 2009 to include the boundaries of the Downtown Specific
Plan.
CDD Gardiner stated that in general, PDAs conform to a quarter mile from each side of El Camino Real.
CDD Gardiner stated that staff proposes to make a minor addition to the City's PDA to include the
boundaries of the North Rollins Road Mixed Use District consistent with the General Plan.
CDD Gardiner reviewed the implications of PDAS including:
• Access regional funding available only to PDAs to fund capital projects and planning (OBAG grants,
etc.)
• Access state funding tied to Sustainable Communities Strategies
CDD Gardiner stated that the staff report outlined other designations such as Priority Conservation Area and
Priority Production Area that could be requested from Bay Area Metro. However, he noted that the PDA
aligned the most to the City's General Plan.
CDD Gardiner stated that staff is asking Council to authorize the City Manager to submit a Letter of Interest
to Bay Area Metro to amend the boundaries of the PDA to include the North Rollins Road Mixed Use Area.
Mayor Colson opened the item up for public comment.
Burlingame resident Jennifer Pfaff voiced her support for the amendment to the PDA map.
Mayor Colson closed public comment.
Vice Mayor Beach discussed grant opportunities as a result of the amended PDA map. She questioned
whether a pecking order for grant funds would be established based on the type of designation a City
requested.
Councilmember Brownrigg made a motion to authorize the City Manager to submit a Letter of Interest to
Bay Area Metro to amend the boundaries of the PDA to include the North Rollins Road Mixed Use Area;
seconded by Councilmember Keighran. The motion passed unanimously by voice vote, 5-0.
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Burlingame City Council September 3,2019
Unapproved Minutes
Agenda Item 8a
Meeting Date: 09/16/19
11. COUNCIL COMMITTEE AND ACTIVITIES REPORTS AND ANNOUNCMENTS
a. MAYOR COLSON'S COMMITTEE REPORT
b. VICE MAYOR BEACH'S COMMITTEE REPORT
12. FUTURE AGENDA ITEMS
There were no future agenda items.
13. ACKNOWLEDGEMENTS
The agendas, packets, and meeting minutes for the Planning Commission, Traffic, Safety& Parking
Commission, Beautification Commission, Parks and Recreation Commission, and Library Board of Trustees
are available online at www.burlin ag me.org.
14. ADJOURNMENT
Mayor Colson adjourned meeting at 10:03 p.m. in memory of Beatrice Boland.
Respectfully submitted,
Meaghan Hassel-Shearer
City Clerk
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Burlingame City Council September 3,2019
Unapproved Minutes
Nh
CBURL' iNGAME AGENDA NO: 8b
STAFF REPORT
MEETING DATE: September 16,2019
To: Honorable Mayor and City Council
Date: September 16, 2019
From: Ana Maria Silva, Executive Assistant— (650) 558-7204
Subject: Open Nomination Period to Fill One Vacancy on the Traffic, Safety and Parking
Commission
RECOMMENDATION
Staff recommends that the City Council call for applications to fill one vacancy on the Traffic,
Safety and Parking Commission. The pending vacancy is due to the expiring term of
Commissioner John Martos. The recommended deadline is Friday, October 11, 2019. This will
allow applicants an opportunity to attend the October 10, 2019 Traffic, Safety and Parking
Commission meeting.
BACKGROUND
The City's current commissioner appointment procedure calls for any Commissioner desiring
reappointment to apply in the same manner as all other candidates. All past applicants on the
two-year waitlist will be informed of the vacancy.
1
SURLINGAME AGENDA NO: 8c
STAFF REPORT
MEETING DATE: September 16,2019
To: Honorable Mayor and City Council
Date: September 16, 2019
From: Lisa K. Goldman, City Manager— (650) 558-7243
Subject: Adoption of a Resolution Approving the Burlingame Neighborhood
Network Request for $4,625.70 in Funding for Emergency Caches
RECOMMENDATION
Staff recommends that the City Council adopt the resolution approving the Burlingame
Neighborhood Network's (BNN) request for$4,625.70 in funding for emergency caches.
BACKGROUND
On June 4, 2018, the City Council approved BNN's request for $7,500 in funding to purchase 20
emergency caches for distribution to neighborhood groups organized to respond to disasters.
BNN has now submitted a request for an additional $4,626.70 that will be used to create ten more
caches as the original 20 caches have been distributed or will be soon.
DISCUSSION
BNN distributes the caches to neighborhoods that have a record of engagement in emergency
preparedness activities. According to the BNN website, "to quality for a cache, a neighborhood
group must participate in at least two Citywide Emergency Drills (they are held each October) and
organize two or more block activities in recent years that help neighbors get acquainted with each
other or create a neighborhood directory." BNN uses the attached Cache Location & Inventory
document to track the caches and ensure that expired items are replaced as necessary.
Because the cache program has been successful, staff recommends including $5,000 in the
budget each year, starting in FY 2020-01, for this purpose. Should the Council concur, then BNN
can make a request to the City Manager after July 1 each year with a detailed breakdown as to
the amount requested (up to $5,000) and how the funds will be spent.
FISCAL IMPACT
The fiscal impact of this request is $4,625.70. There are sufficient funds in the City Manager's
Office budget for FY 2019-20 to accommodate the request.
1
BNN Request for Funding September 16,
2019
Exhibits:
• Resolution
• BNN Request
• BNN Cache Location and Inventory document
2
RESOLUTION NO.
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BURLINGAME APPROVING THE
BURLINGAME NEIGHBORHOOD NETWORK REQUEST FOR$4,625.70 IN FUNDING FOR
EMERGENCY CACHES IN FY 2019-20
WHEREAS,on June 4,2018,the City Council approved the Burlingame Neighborhood Network's
(BNN) request for $7,500 in funding to purchase 20 emergency caches for distribution to
neighborhood groups organized to respond to disasters;and
WHEREAS, BNN has now submitted a request for an additional $4,626.70 that will be used to
create ten more caches as the original 20 caches have been distributed or will be soon;and
WHEREAS, BNN distributes the caches to neighborhoods that have a record of engagement in
emergency preparedness activities;and
WHEREAS,BNN has a mechanism in place to track the caches and ensure that expired items
are replaced as necessary;
WHEREAS, because the cache program has been successful, staff recommends including
$5,000 in the budget each year,starting in FY 2020-01,for this purpose.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF BURLINGAME approves the
Burlingame Neighborhood Network's request for$4,625.70 in funding for emergency caches in FY
2019-20.
Donna Colson,Mayor
I, Meaghan Hassel-Shearer, City Clerk of the City of Burlingame, certify that the foregoing
Resolution was introduced at a regular meeting of the City Council held on the 16`h day of September,
2019,and was adopted thereafter by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
Meaghan Hassel-Shearer,City Clerk
BNN Board:
Holly Daley, Chair
Beth Bhatnagar
Anne Hinckle ' � ' •�
Erika James •
Justin Kromelow
Dennis Moyer
Terry Nagel •
Suzanne Tateosian
Building
Wcommunity
Website:
Resilience
Burl ingameNetwork.org
July 29, 2019
The Honorable Mayor Donna Colson and Burlingame City Council
City of Burlingame
501 Primrose Road
Burlingame, CA 94010
Re: Burlingame Emergency Cache Program Funding Request
Dear Mayor Colson and Council Members,
The Burlingame Neighborhood Network (BNN) is pleased to report that the number of active Burlingame
neighborhoods has grown significantly this year. We have committed all 20 of the emergency caches you funded for
the Emergency Cache Program. Our 2019 Disaster Survival Drill and recent earthquakes have spurred additional
interest in this effort.
In addition to enabling neighborhoods to be better prepared for disasters, we are pleased that these caches have
encouraged more neighborhoods to get involved.
As of today, 20 neighborhoods have received caches or are awaiting delivery of their caches, and there are two
additional blocks that are currently working on their applications. Therefore, we would like to request funding of
$41625.70 to create 10 more caches at this time. The chart attached breaks down the cost of the caches, an annual
review and refresh of expired items in existing cashes, and the drill materials contained in the cashes for use during
the Burlingame Disaster Survival Drill or in an actual emergency event. These are the wholesale costs; I am donating
the labor costs to order the supplies and assemble them.
Thank you so much for your consideration and support of this Emergency Cache Program, which is making
Burlingame a safer city.
Sincerely,
Suzanne Tateosian, BNN Board Member
Suzanne Tateosian,
BNN Board Member
rPrice each
10 $390.57 $3,905.70
Cache renewal 10 $36.00 $360.00
supplies
Dril I in a box 15 $24.00 $360.00
Total requested $4,625.70
Burlingame Emergency Cache Program
BNN Annual Tracker Form Cache Bin #
ti
w wM•
Cache Location & Inventory
Neighborhood/Block
Block Lead (name+address + phone):
Cache Custodian (name+address+ phone):
Describe the Location of Your Emergency Supply Cache (address + site + access), e.g., "at far back fence
next to easement gate, neighbors can access down driveway and through yard gate":
Neighbors with Access - List at least three neighbors on your block who are aware of the cache, and could
access it if needed (name + address):
1)
2)
3)
4)
5)
Annual Inventory— I agree to review my block's cache contents annually, every October, using the BNN
Inventory Checklist, and will indicate any expired items requiring replacement. I will send this checklist to BNN's
Block Leads Coordinator by October 15 each year.
Relocation — In the event I leave my neighborhood, I understand the Cache belongs to BNN and I will contact
BNN's Block Leads Coordinator for retrieval or reassignment of the Cache.
NOTE: BNN reserves the right to inspect and/or retrieve your Cache for any reason at any time.
Signature Date
❑If emailed, my typed signature is acceptable
Please email this completed form to: info(cDBurlingameNetwork.org
Or mail the printed form to: Suzanne Tateosian, 466 Cumberland Drive, Burlingame CA 94010
For more information, visit our BNN website: BurlinclameNetwork.org
Burlingame Emergency Cache Program BNN Annual Inventory Checklist: Bin#
Cache Inventory - Checklist & Requisition
Block Leads agree to inventory block Caches annually in October. Please complete this form and indicate any
expired items requiring replacement, and submit it to BNN's Block Leads Coordinator each year by October 31.
Incident Command Duffle Safety Duffle First Aid Duffle
2 Incident Report Charts 2 Incident Report notepads _ 2 First Aid Treatment Log forms
1 Communications Network Chart 2 Notepads _ 1 Notepad
5 Sign-in sheets 4 Pens _ 2 Pens
3 ID lanyards for Team Leads 2 Sharpies _ 1 Sharpie
3 Team description cards _ 2 Clipboards _ 1 Clipboard
50 Adhesive nametags _ 2 ID lanyards for Team Leads _ 1 ID lanyards for Team Lead
5 Pens _ 2 Team description cards _ 1 First Aid Ready Guide
2 Sharpies 4 Pair work gloves _ 25 Pair disposable gloves, vinyl
6 Clipboards 1 Bpm hand sanitlzer _ 10 Sterile pads (2x2")
3 Notepads _ 1 Duct tape _ 10 Sterile pads (4x4")
1 Blue painters tape _ 1 Blue painters tape _ 3 Ace bandages
1 LED flashlight 1 Caution tape _ 6 Self-adhesive bandages
2 D-cel batteries(for flashlight) — 2 Ugh _ 1 Triangle bandage
1 Crank radio with flashlight 2 Goggles/Safety glasses _ 10 Butterfly closures
1 Headlamp 6 N95 dust masks _ 2 Rolls adhesive tape
3 AAA batterlies(for headlamp) _ 1 Adjustable wrench _ 1 Box antiseptic wipes
_ 2 Utility knives _ 20 Bandaids-large &finger-size
Wellbeing Duffle _ 1 Gas Shut-off(4-in-1 tool) _ 10 Packets acetaminophen
2 Incident Report notepads _ 1 Pry bar, 15" _ 10 SuneMM p8t�cets
2 Notepads _ 2 Hard hats(due for _ 1 Tweezers
4 Pens _ 2 LED flashlights _ 1 Scissors
2 Sharpies _ 2 D� a(flashlight) _ 10 Steft water pedcolle
2 Clipboards 2 Headlamps _ 1 Bottle hydrogen peroxide
2 ID lanyards for Team Leads 3 AAA batteries(headlamp) _ 1 Bottle hand sw*lz r
2 Team description cards _ 4 Garbage bags _ 20 AnWoW dnbnw t packets
1 Headlamp 1 Re extlngulsher (due for _ 1 CPR barrier mask
3 AAA belt les(for headlamp) — service 2024; replace 2030) _ 2 Gallon ziploc bags
1 Bottle hand sanitlzer 2 Sanitary napkins
1 Folding stretcher w/bag 2 Ice packs(Instant Ice)
with blankets and gloves _ 2 Emergency blankets
4 Splints
As you review Cache contents, please check — 1 Tarp (8x10')
expiration dates: _ 1 Headlamp
these items for ex
p _ 3 AAA batteries(for headlamp)
Every 3 years (green items); Every 5 years (red items)
Refresh supplies will be provided pending
program funding by the City of Burlingame.
Block Lead Name & Phone:
Cache Custodian &Address:
Your Cache Inventory Date: Fulfillment Date (completed by BNN):
Comments or Other Requests:
BurlingameNetwork.org • info@BurlingameNetwork.org
AGENDA NO: 8d
BURLINGAME STAFF REPORT
MEETING DATE: September 16,2019
To: Honorable Mayor and City Council
Date: September 16, 2019
From: Syed Murtuza, Director of Public Works — (650) 558-7230
Subject: Adoption of a Resolution Approving a Professional Services Agreement for
$483,100 with Carollo Engineers, Inc. for the FY 2019-20 Wastewater
Collection System Master Plan Update, City Project No. 85820, and
Authorizing the City Manager to Execute the Same
RECOMMENDATION
Staff recommends that the City Council adopt the attached resolution approving a professional
services agreement with Carollo Engineers, Inc. (Carollo) in the amount of $483,100 for the
preparation of the FY 2019-20 Wastewater Collection System Master Plan Update, City Project
No. 85820, and authorizing the City Manager to execute the same.
BACKGROUND
The last update to the City's Wastewater Collection Master Plan was done in FY 2009-10. This
project includes a condition assessment of the system and an update of the Master Plan. The
Master Plan update will provide a measure of the City's sewer collection system performance,
identify current problem areas in the sewer collection system, identify the improvements
required, and develop a 10-year Capital Improvement Program. This project will also analyze
the sewer collection system projects that were completed in the past 10 years that resulted in
compliance with the San Francisco Bay Keeper Consent Decree (Consent Decree) and will
identify new projects that need to be completed.
As part of the flow monitoring process, sewage flows from Hillsborough and Burlingame Hills
that enter into Burlingame's collection system will be analyzed to determine their impact to the
City's collection system and the Wastewater Treatment Plant.
In addition, hydraulic modeling evaluations will be performed to evaluate the sewer collection
system performance during the dry season when the system experiences normal flows, and
during the rainy season when the flows are high. Furthermore, the overall system will be
evaluated for capacity requirements to serve future planned growth in the city that may occur as
per the updated General Plan.
1
Professional Services Agreement for Wastewater Collection System September 16, 2019
Master Plan Update Project, City Project No. 85820
These evaluations will identify deficiencies that need to be addressed to improve the system
performance and system operations. The end result of this task will be a list of capital
improvements projects to address deficiencies and improve the system.
Moreover, preliminary structural and mechanical evaluations of sewage pump stations will be
performed as part of this project. This evaluation will determine the conditions of pump stations
and any improvements required. Based on the recommendations of the Master Plan to
implement identified improvements, a sewer rate study will be performed that will advise the City
regarding the future sewer rates.
In summary, the Wastewater Collection System Master Plan is a tactical exercise to identify the
sewer system deficiencies and measures to mitigate them, as well as to develop cost estimates
and an implementation plan.
DISCUSSION
Staff issued a Request for Proposals (RFP) for professional services for this project on June 17,
2019 and received six proposals by the July 22, 2019 submission deadline. After reviewing the
proposals, staff interviewed four consultants on August 15, 2019. Carollo submitted a very
comprehensive and thorough proposal, and performed well during the interview. Based on the
results of the interview and qualifications of the firms, Carollo was selected as the top qualified
firm for this project. Staff negotiated the following scope of services with Carollo Engineers in
the amount of $483,100, which is described in detail in Exhibit A of the attached Professional
Services Agreement:
• Conduct data collection and an initial assessment of the City's collection system.
• Develop and conduct a temporary flow monitoring program consisting of 23 temporary flow
monitoring sites, seven lift station loggers, and three rain gauge locations for a period of two
months.
• Work with the City to review and evaluate hydraulic modeling software, build the hydraulic
model from the City's GIS system, calibrate the model to dry and wet weather flow
conditions, develop the selected design storms, and develop a model construction and
calibration technical memorandum.
• Develop evaluation criteria, analysis of the existing system capacity, perform analysis of the
impact of future flows on the existing collection system, and the development of projects to
mitigate those deficiencies.
• Develop a Capital Improvement Program that includes capital improvement costs, proposed
project phasing, existing and future user cost allocations, and annual capital costs
expenditures.
• Develop draft and final Master Plan Report.
• Perform project management, including managing the project team, coordinating with sub
consultants, managing the scope of work, and project meetings.
2
Professional Services Agreement for Wastewater Collection System September 16, 2019
Master Plan Update Project, City Project No. 85820
• Develop a technical memorandum that summarizes the construction and calibration of the
City's hydraulic model and conduct a project workshop to educate City staff on the model
and its functionality.
• Conduct an evaluation of the City's six pump stations. The evaluation will included a
physical condition assessment of each of the pump stations. This task will include a Pre-
Inspection Workshop, condition assessments, and the development of a Pump Station
Assessment Report.
The consultant fee of $483,100 is approximately 0.60% of the preliminarily estimated $83M of
overall backlog of work in the Wastewater Collection System, and is reasonable given the scope
and complexity of work.
The project is tentatively scheduled to begin in October 2019 and is anticipated to be completed
by October 2020.
FISCAL IMPACT
Estimated Project Expenditures
The following are the estimated project expenditures:
Professional Services Agreement $483,100
Construction Contingency (15%) $72,500
Contract Administration $27,800
Total $583,400
Funding Availability
There are adequate funds available in the Sewer Capital Improvement Program to complete the
project.
Exhibits:
• Resolution
• Professional Services Agreement
• FY 2009-10 Wastewater Collection System Master Plan
3
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BURLINGAME
APPROVING A PROFESSIONAL SERVICES AGREEMENT FOR$483,100 WITH
CAROLLO ENGINEERS,INC.FOR THE PREPARATION OF THE FY 2019-20
WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE AND
AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT
CITY PROJECT NO.85820
RESOLVED, by the CITY COUNCIL of the City of Burlingame, California which FINDS,
ORDERS and DETERMINES AS FOLLOWS:
1. The public interest and convenience require execution of the agreement cited in
the title above.
2. The City Manager is authorized to sign the agreement on behalf of the City of
Burlingame.
3. The City Clerk is instructed to attest such signature.
Mayor
I, Meaghan Hassel Shearer, City Clerk of the City of Burlingame, certify that the
foregoing Resolution was introduced at a regular meeting of the City Council held on the 16T"
day of September,2019,and was adopted thereafter by the following vote:
AYES: COUNCILMEMBERS:
NOES: COUNCILMEMBERS:
ABSENT: COUNCILMEMBERS:
City Clerk
AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES
WITH CAROLLO ENGINEERS, INC. FOR
2019-20 WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
CITY PROJECT NO. 85820
THIS AGREEMENT is entered into this day of , 2019,
by and between the City of Burlingame, State of California, herein called the "City", and
Carollo Engineers, Inc. engaged in providing PROFESSIONAL ENGINEERING services
herein called the "Consultant".
RECITALS
A. The City is considering conducting activities for professional engineering services
for the preparation of the 2019-20 Wastewater Collection System Master Plan
Update, City Project No. 85820.
B. The City desires to engage a professional engineering consultant to provide
professional engineering services because of Consultant's experience and
qualifications to perform the desired work, described in Exhibit A.
C. The Consultant represents and affirms that it is qualified and willing to perform the
desired work pursuant to this Agreement.
AGREEMENTS
NOW, THEREFORE, THE PARTIES HERETO AGREE AS FOLLOWS:
1. Scope of Services. The Consultant shall provide professional engineering
services such as data collection, flow monitoring/analysis, hydraulic model
development, system performance evaluation and capacity assurance plan,
Capital Improvement Plan development, master plan preparation, and as detailed
in "Scope of Services" of the attached Exhibit A of this agreement.
2. Time of Performance. The services of the Consultant are to commence upon
the execution of this Agreement with completion of all work as set forth in Exhibit
A - Scope of Work, which will be October 31, 2020.
3. Compliance with Laws. The Consultant shall comply with all applicable laws,
codes, ordinances, and regulations of governing federal, state and local laws.
Page 1 of 8
Consultant represents and warrants to City that it has all licenses, permits,
qualifications and approvals of whatsoever nature which are legally required for
Consultant to practice its profession. Consultant represents and warrants to City
that Consultant shall, at its sole cost and expense, keep in effect or obtain at all
times during the term of this Agreement any licenses, permits, and approvals which
are legally required for Consultant to practice its profession. Consultant shall
maintain a City of Burlingame business license.
4. Sole Responsibility. Consultant shall be responsible for employing or engaging
all persons necessary to perform the services under this Agreement.
5. Information/Report Handling. All documents furnished to Consultant by the City
and all reports and supportive data prepared by the Consultant under this
Agreement are the City's property and shall be delivered to the City upon the
completion of Consultant's services or at the City's written request. All reports,
information, data, and exhibits prepared or assembled by Consultant in connection
with the performance of its services pursuant to this Agreement are confidential
until released by the City to the public, and the Consultant shall not make any of
these documents or information available to any individual or organization not
employed by the Consultant or the City without the written consent of the City
before such release. The City acknowledges that the reports to be prepared by
the Consultant pursuant to this Agreement are for the purpose of evaluating a
defined project, and City's use of the information contained in the reports prepared
by the Consultant in connection with other projects shall be solely at City's risk,
unless Consultant expressly consents to such use in writing. City further agrees
that it will not appropriate any methodology or technique of Consultant which is
and has been confirmed in writing by Consultant to be a trade secret of Consultant.
6. Compensation. Compensation for Consultant's professional services shall not
exceed $483,100; and payment shall be based upon City approval of each task.
Billing shall include current period and cumulative expenditures to date and shall
be accompanied by a detailed explanation of the work performed by whom at what
rate and on what date. Also, plans, specifications, documents or other pertinent
materials shall be submitted for City review, even if only in partial or draft form.
7. Availability of Records. Consultant shall maintain the records supporting this
billing for not less than three (3) years following completion of the work under this
Agreement. Consultant shall make these records available to authorized
Page 2 of 8
personnel of the City at the Consultant's offices during business hours upon written
request of the City.
8. Project Manager. The Project Manager for the Consultant for the work under this
Agreement shall be Tim Loper, Senior Project Manager.
9. Assignability and Subcontracting. The services to be performed under this
Agreement are unique and personal to the Consultant. No portion of these
services shall be assigned or subcontracted without the written consent of the City.
10. Notices. Any notice required to be given shall be deemed to be duly and properly
given if mailed postage prepaid, and addressed to:
To City: Mahesh Yedluri, Senior Civil Engineer
City of Burlingame
501 Primrose Road
Burlingame, CA 94010
To Consultant: Tim Loper, Senior Project Manager
Carollo Engineers, Inc.
100 West Liberty, Suite 740
Reno, NV 89501
or personally delivered to Consultant to such address or such other address as
Consultant designates in writing to City.
11. Independent Contractor. It is understood that the Consultant, in the performance
of the work and services agreed to be performed, shall act as and be an
independent contractor and not an agent or employee of the City. As an
independent contractor he/she shall not obtain any rights to retirement benefits or
other benefits which accrue to City employee(s). With prior written consent, the
Consultant may perform some obligations under this Agreement by
subcontracting, but may not delegate ultimate responsibility for performance or
assign or transfer interests under this Agreement.
Consultant agrees to testify in any litigation brought regarding the subject of the
work to be performed under this Agreement. Consultant shall be compensated
for its costs and expenses in preparing for, traveling to, and testifying in such
matters at its then current hourly rates of compensation, unless such litigation is
Page 3 of 8
brought by Consultant or is based on allegations of Consultant's negligent
performance or wrongdoing.
12. Conflict of Interest. Consultant understands that its professional responsibilities
is solely to the City. The Consultant has and shall not obtain any holding or
interest within the City of Burlingame. Consultant has no business holdings or
agreements with any individual member of the Staff or management of the City or
its representatives nor shall it enter into any such holdings or agreements. In
addition, Consultant warrants that it does not presently and shall not acquire any
direct or indirect interest adverse to those of the City in the subject of this
Agreement, and it shall immediately disassociate itself from such an interest
should it discover it has done so and shall, at the City's sole discretion, divest itself
of such interest. Consultant shall not knowingly and shall take reasonable steps
to ensure that it does not employ a person having such an interest in this
performance of this Agreement. If after employment of a person, Consultant
discovers it has employed a person with a direct or indirect interest that would
conflict with its performance of this Agreement, Consultant shall promptly notify
City of this employment relationship, and shall, at the City's sole discretion, sever
any such employment relationship.
13. Equal Employment Opportunity. Consultant warrants that it is an equal
opportunity employer and shall comply with applicable regulations governing equal
employment opportunity. Neither Consultant nor its subcontractors do and
neither shall discriminate against persons employed or seeking employment with
them on the basis of age, sex, color, race, marital status, sexual orientation,
ancestry, physical or mental disability, national origin, religion, or medical
condition, unless based upon a bona fide occupational qualification pursuant to the
California Fair Employment & Housing Act.
14. Insurance.
A. Minimum Scope of Insurance:
i. Consultant agrees to have and maintain, for the duration of the
contract, General Liability insurance policies insuring him/her and
his/her firm to an amount not less than: One million dollars
($1,000,000) combined single limit per occurrence and two million
dollars ($2,000,000) aggregate for bodily injury, personal injury and
property damage in a form at least as broad as ISO Occurrence Form
CG 0001.
Page 4 of 8
ii. Consultant agrees to have and maintain for the duration of the
contract, an Automobile Liability insurance policy ensuring him/her
and his/her staff to an amount not less than one million dollars
($1,000,000) combined single limit per accident for bodily injury and
property damage.
iii. Consultant agrees to have and maintain, for the duration of the
contract, professional liability insurance in amounts not less than two
million dollars ($2,000,000) each claim/aggregate sufficient to insure
Consultant for professional errors or omissions in the performance
of the particular scope of work under this agreement.
iv. Any deductibles or self-insured retentions must be declared to and
approved by the City. At the option of the City, either: the insurer
shall reduce or eliminate such deductibles or self-insured retentions
as respects the City, its officers, officials, employees and volunteers;
or the Contractor shall procure a bond guaranteeing payment of
losses and related investigations, claim administration, and defense
expenses.
B. General and Automobile Liability Policies:
i. The City, its officers, officials, employees and volunteers are to be
covered as insured as respects: liability arising out of activities
performed by or on behalf of the Consultant; products and completed
operations of Consultant, premises owned or used by the
Consultant. The endorsement providing this additional insured
coverage shall be equal to or broader than ISO Form CG 20 10 11
85 and must cover joint negligence, completed operations, and the
acts of subcontractors. This requirement does not apply to the
professional liability insurance required for professional errors and
omissions.
ii. The Consultant's insurance coverage shall be endorsed to be
primary insurance as respects the City, its officers, officials,
employees and volunteers. Any insurance or self-insurances
maintained by the City, its officers, officials, employees or volunteers
shall be excess of the Consultant's insurance and shall not contribute
with it.
Page 5 of 8
iii. Any failure to comply with reporting provisions of the policies shall
not affect coverage provided to the City, its officers, officials,
employees or volunteers.
iv. The Consultant's insurance shall apply separately to each insured
against whom a claim is made or suit is brought, except with respect
to the limits of the insurer's liability.
C. In addition to these policies, Consultant shall have and maintain Workers'
Compensation insurance as required by California law. Further,
Consultant shall ensure that all subcontractors employed by Consultant
provide the required Workers' Compensation insurance for their respective
employees.
D. All Coverages: Each insurance policy required in this item shall be
endorsed to state that coverage shall not be canceled except after thirty
(30) days' prior written notice by mail, has been given to the City (10 days
for non-payment of premium). Current certification of such insurance shall
be kept on file at all times during the term of this agreement with the City
Clerk.
E. Acceptability of Insurers: Insurance is to be placed with insurers with a
Best's rating of no less than A-:VII and authorized to do business in the
State of California.
F. Verification of Coverage: Upon execution of this Agreement, Contractor
shall furnish the City with certificates of insurance and with original
endorsements effecting coverage required by this clause. The certificates
and endorsements for each insurance policy are to be signed by a person
authorized by that insurer to bind coverage on its behalf. The certificates
and endorsements are to be on forms approved by the City. All certificates
and endorsements are to be received and approved by the City before any
work commences. The City reserves the right to require complete, certified
copies of all required insurance policies, at any time.
15. Indemnification. To the fullest extent permitted by law, Consultant shall save,
keep and hold harmless indemnify and defend the City, its officers, employees,
authorized agents and volunteers from all damages, liabilities, penalties, costs, or
expenses in law or equity, including but not limited to attorneys' fees, that may at
any time arise, result from, relate to, or be set up because of damages to property
or personal injury received by reason of, or in the course of performing work which
Page 6 of 8
arise out of, pertain to, or relate to, directly or indirectly, in whole or in part, the
negligence, recklessness, or willful misconduct of Consultant, or any of the
Consultant's officers, employees, or agents or any subconsultant. This provision
shall not apply if the damage or injury is caused by the sole negligence, active
negligence, or willful misconduct of the City, its officers, agents, employees, or
volunteers.
16. Waiver. No failure on the part of either party to exercise any right or remedy
hereunder shall operate as a waiver of any other right or remedy that party may
have hereunder, nor does waiver of a breach or default under this Agreement
constitute a continuing waiver of a subsequent breach of the same or any other
provision of this Agreement.
17. Governing Law. This Agreement, regardless of where executed, shall be
governed by and construed under the laws of the State of California. Venue for
any action regarding this Agreement shall be in the Superior Court of the County
of San Mateo.
18. Termination of Agreement. The City and the Consultant shall have the right to
terminate this agreement with or without cause by giving not less than fifteen (15)
days written notice of termination. In the event of termination, the Consultant
shall deliver to the City all plans, files, documents, reports, performed to date by
the Consultant. In the event of such termination, City shall pay Consultant an
amount that bears the same ratio to the maximum contract price as the work
delivered to the City bears to completed services contemplated under this
Agreement, unless such termination is made for cause, in which event,
compensation, if any, shall be adjusted in light of the particular facts and
circumstances involved in such termination.
19. Amendment. No modification, waiver, mutual termination, or amendment of this
Agreement is effective unless made in writing and signed by the City and the
Consultant.
20. Entire Agreement. This Agreement constitutes the complete and exclusive
statement of the Agreement between the City and Consultant. No terms,
conditions, understandings or agreements purporting to modify or vary this
Agreement, unless hereafter made in writing and signed by the party to be bound,
shall be binding on either party.
Page 7 of 8
IN WITNESS WHEREOF, the City and Consultant have executed this Agreement
as of the date indicated on page one (1).
City of Burlingame "Consultant'
By
Lisa K. Goldman Carollo Engineers, Inc.:
City Manager Print Name:
Title:
Approved as to form:
City Attorney — Kathleen Kane
ATTEST:
City Clerk - Meaghan Hassel-Shearer
Page 8 of 8
EXHIBIT A
EXHIBIT A — SCOPE OF WORK
September 3, 2019
2019-2020 WASTEWATER COLLECTION SYSTEM
MASTER PLAN UPDATE
City of Burlingame
Background
The City of Burlingame (City) is seeking the help of a consulting engineer to develop a 2019-2020
wastewater collection system master plan (Master Plan). The City developed a collection system master plan
in 2010 that addressed most of the improvements that were necessitated by the San Francisco Baykeeper
Consent Decree (Consent Decree). Since that time, the City has worked hard to mitigate capacity
deficiencies, and reduce Infiltration and Inflow (1/1) through basin rehabilitation, and increases in collection
system capacity.
This goal of the 2019-2020 Master Plan is to gain an understanding of system performance after work has
been completed to address the Consent Decree and mitigate capacity deficiencies. The key elements of the
plan will be to collect current data on flows, develop an updated model to simulate the peak flows during
design storms, and to evaluate and determine areas of the system that need improvement over the next ten
years. This plan will develop the road map that helps the City not only meet the baseline set forth by
historical Consent Decree order, but helps optimize operations, maximize its use of existing pipeline and
pump station capacity, and focus spending to key areas in need of improvement.
The City has request that Carollo Engineers, Inc. (Carollo) develop a scope of services to complete the 2019-
2020 Wastewater Collection System Master Plan Update. The Scope of Services is provided below:
Scope of Services
Carollo Engineers, Inc. (Carollo) will provide the following services to support the development of the 2019-
2020 Wastewater Collection System Master Plan Update.
Task 1 — Data Collection and Assessment of Collection System
Carollo will conduct a data collection and initial assessment of the City's collection system. This task will
consist of two sub-tasks described below.
Task 1.1 — Data Collection
Carollo will develop a data collection matrix that lists the data items required forthe completion of the
Master Plan. The Data Collection matrix will be presented and discussed at the project Kickoff Meeting. The
matrix will provide a prioritization of key data that should be collected a delivered to Carollo first and other
data with lower priorities. The matrix will include columns for assigned City staff responsible, data format
preferences, and proposed due dates. The data matrix will be updated by Carollo as data is received.
PAGE 1of7
pw:\\Carollo/Documents\Client/CA/Santa Cruz CSD/Proposals/Sanitation Engineering&Consulting 17\Phase I_I&I Mitigation SOW
EXHIBIT A
Task 1.2—Background Review and System Assessment
Carollo will review City provided data to develop an initial assessment ofthe City's collection system.The
review will include SCADA data,previous flow monitoring data,maintenance records,GIS data,as-built
drawings,and other data related to system capacity and performance.Carollo will summarize the system
data and include the summary in the Master Plan Report(Task 6).
Task i-Deliverable:
Data Collection Matrix
Data Collection Summary
Database that includes all data collected as part of the master plan project
Task 2—Flow Monitoring and Analysis
Carollo will work closely with the City to develop and conduct a temporary flow monitoring program.The
monitoring program will consist oftwenty three(23)temporary flow monitoring sites,seven(7)lift station
loggers,and three rain gauge locations for a period of two months.In addition to the temporary program,
data from the permanent flow monitors forthe Town of Hillsborough and Burlingame Hills will be included
in the review and analysis.The flow monitoring and analysis will include the development ofthe flow
monitoring plan,the implementation ofthe flow monitoring program,flow data analysis,and the
development of a flow monitoring report.
Task 2.1—Develop Flow Monitoring Plan
Carollo will work closely with the City to develop a Temporary Flow Monitoring Plan.The flow monitoring
plan will include recommendations on flow monitoring locations,metering technologies,durations,and
proposed metering time frames.The plan will be submitted to the City for comment and review.Carollo
will conduct a meeting to review the proposed flow monitoring plan.
Task 2.2—Implement Flow Monitoring Program
Based on the recommendations from the Flow Monitoring Plan,Carollo will work directly with V&A
Consulting Engineers(V&A)to implement the temporary flow monitoring program.V&A will coordinate
with City staff related to acquisition of the required permits,and access to the collection system.V&A will
install,calibrate,and collect data on regular intervals during the flow monitoring period.V&A will deliver the
flow data in electronic format.The monitoring program will consist oftwenty three(23)temporary flow
monitoring sites,seven(7)lift station loggers,and three rain gauge locations for a period oftwo months.
Task 2.3—Flow Data Analysis(Dry and Wet)
Carollo will conduct analysis of the flow data collected during the temporary flow monitoring program to
summarize dry and wet weather flow data.Carollo will develop charts,graphs and figures to illustrate flow
conditions throughout the City's collection system by flow monitoring basin as well as lift station tributary
area for the lift stations that received lift station loggers.Infiltration and inflow(1/1)parameters will be
developed based on the capture offlows during storm events.Flows captured during storm events will be
correlated to intensity,duration,and frequency ofthe observed storm events.
Carollo will conduct a workshop to review the flow data collected as part ofthe temporary program.
Task 2.4—Flow Monitoring Report
Carollo will work with V&Ato develop draft and final flow monitoring reports.The report will summarize the
flow monitoring locations,metering methods and technologies,measured dry and wet weatherflows,
captured storms,peaking factors,and 1/1 flow parameters.V&A will submit a Draft report to Carollo for
review and comment.The Draft report with Carollo's revisions will be submitted to the Cityfor review.City
comments on the Draft report will be incorporated into the Final Report.
PAGE 2of7
EXHIBIT A
Task z- Deliverables:
- Draft and Final Flow Monitoring Plan
- Draft and Final Flow Monitoring Report
- Electronic Flow Monitoring Data with any photographs taken during installation
Task 3—Hydraulic Model Development
This task includes the construction and calibration of the City's wastewater collection system model.Carollo
will work with the City to review and evaluate hydraulic modeling software,build the hydraulic model from
the City's GIS system,calibrate the model to dry and wet weather flow conditions,develop the selected
design storms,and develop a model construction and calibration technical memorandum.
Task 3.1—Hydraulic Model Software Selection
Carollo will work closely with the City to review and evaluate the City's options for hydraulic modeling
software.Carollo will based the review on several factors including but not limited to ease of use,hydraulic
engine,GIS compatability,and costs.Carollo will condut a workshop to discuss the software choices,and
discuss the recommended options.
Task 3.2-Hydraulic Model Construction
Carollo will use the City's existing model,current GIS data,as-built drawings,and discussions with City staff
to construct the City's wastewater collection system network for import into the recommended hydraulic
modeling software.The colletion system network will be discussed with City staff for completeness and
accuracy.Carollo will develop system maps for City review and comment.Carollo will work closely with City
opperations staff to understand and model pump station operational controls and set points.The model will
include all the City's pipelines. Data gaps in the GIS will be filled through a review of as-built drawings,
interpolation,orcolaboration and communication with City operations staff. Data fields in the model that
were filled through other sources will be noted in the database.
Carollo will use water meter billing data to allocate dry weather base wastewater flows into the model at a
parcel level to the appropriate manhole.Wet weather flows will be developed based on the Ill parameters
measured and calculated based on the wet weather flow monitoring data.
Carollo will condct a workshop to review the construction of the hydraulic model.
Task 3.3—Hydraulic Model Calibration(Dry and Wet)
Carollo will calibrate the model flows to match flows measured during the flow monitoring program.Carollo
will calibrate dry and wet weather flow conditions based on calibration standards developed by the
Wastewater Planning Users Group(WaPUG)for both dry and wet weather.Dry and wet weather flows will
be calibrated to flow,velocities,and levels.Wet weather flows will be calibrated for up to three storm events
(assuming three events were captured during the flow monitoring program).Carollo will also calibrate the
model to flows measured atthe wastewater treatment plant.Carollo will conduct a model calibration
workshop to summarize the model calibration effort,calibration results,areas of concern,or operational
discussion items.Carollo will develop model calibration results packets for distribution to City staff at a
workshop conducted by the Carollo team.
Task 3.4—Design Storm Development
Carollo will review historical rainfall data,as well as the rainfall data collected during the flow monitoring
program to develop a recommended design storm for use in the analysis of the capacity of the wastewater
collection system.The development of the design storm will include intensity,duration,and frequency
recommendations as well as recommendations on the hourly distribution of rainfall(hyetograph).
PAG E3of7
EXHIBIT A
Task 3.5—Model Devlopment and Calibration Technical Memorandum
Carollo will develop a technical memorandum(TM)that summarizes the development and calibration ofthe
hydraulic model.The memo will summarize model elements,model construction methods,model element
statistics,flow allocation,design storm development,and dry and wet model calibration.Carollo will submit
a Draft TM for City comment and review.City comments will be incorporated into the Final TM.
Task a-Deliverables:
Model software selection recommendations
System configuration figures and summaries
Model calibration spreadsheets for both dry and wet conditions
Documentation supporting Design Storm Development
Draft and Final Model Development and Calibration Technical Memorandums
Task 4—System Performance Evaluation and Capacity Assurance Plan
Task 4 involves the development of evaluation criteria,analysis ofthe existing system capacity,analysis of
the impact of future flows on the existing collection system,and the development of projects to mitigate
those deficiencies.
Task 4.1—Planning and Analysis Criteria
Carollo will work closely with the City to develop planning and analysis criteria that will form the basis for
which improvements are triggered.The criteria will include minimum slopes,maximum depth offlow over
pipeline diameter(d/D)ratios,pumping capacity,and wastewater generation rates.Criteria in this section
will also include R-values,peaking factors,flow per land use types,and other parameters.Carollo will
develop criteria summary tables for review and comment by the City.
Task 4.2—Existing and Future System Analysis
Carollo will use the calibrated hydraulic model,in conjunction with the criteria developed in Task 4.1 to
evaluate the capacity of the existing wastewater collection system.Deficiencies in the existing system will
be identified.The future system scenarios will be developed.Future system analysis will be conducted and
the existing system deficiencies will be sized to accommodate future system flows.Improvements needed
to serve future users will also be identified.
Carollo will conduct an analysis ofthe pumping capacity ofthe City's existing pump stations.Carollo will
conduct the capacity evaluation based on the firm capacity ofthe City's pump stations.
Task 4.3—Develop Capacity Improvement Projects and System Analysis TM
Based on the analysis conducted in Task 4.2,Carollo will define the requisite capital improvement projects
to serve existing and future users.Carollo will focus improvements on optimizing and combining capital
projects where appropriate.Additional focus will be on pump station redundancy and reliability.
Carollo will conduct a project workshop to review the simulated deficiencies,and identified capital
projects.
Task&-Deliverables:
Draft planning and analysis criteria summaries
System figures illustrating the existing and future capacity deficiencies and proposed projects
PAGE4of7
EXHIBIT A
Task 5 — Capital Improvement Plan Development
Based on the work conducted in the previous tasks, Carollo will develop a capital improvement program that
includes capital improvement costs, proposed project phasing, existing and future user cost allocations, and
annual capital costs expenditures.
Task 5.1 — Develop Capital Project Cost Estimates
Carollo will develop Class 5 planning level cost estimates for proposed existing and future projects. The
American Association of Cost Estimating (AACE) defines cost estimates in accordance with understood
accuracy. AACE Class 5 cost estimates are planning level cost estimates with an accuracy of -20 to -50%, and
+30 to +100 percent. The costs will be broken down by baseline construction and total project costs. Carollo
will work with the City to identify required cost contingencies for unknown conditions, engineering, legal
and administration or other factors. The cost estimates will also include a determination of existing and
future users cost allocations.
Task 5.2 — Develop Project Phasing
Carollo will work closely with the City to review and develop criteria for project phasing. The phasing criteria
could include severity of the deficiency, proximity to protected waterways, or other risk factors. Carollo will
establish a phasing plan based on the proposed criteria that will include single year breakdowns for the first
five years and five year increments following.
Task 5.3 — Capital Improvement Program Development and CIP TM
Carollo will develop a Capital Improvement Program Technical Memorandum that summarizes the proposed
projects, cost estimating assumptions, capital project costs, and project phasing. Carollo will submit the
technical memorandum to the City priorto conducting the Capital Improvement Program workshop. City
comments on the technical memorandum will be incorporated in the Draft and Final Master Plan Report.
Task 5 - Deliverables:
- Draft Capital Improvement Technical Memorandum
- Final Capital Improvement Technical Memorandum
Task 6 — Master Plan Preparation
Task 6.1 — Develop Draft Master Plan Report
Carollo will develop a Draft Master Plan report that summarizes the methods, findings and
recommendations from Task 1 through Task 5. Carollo will submit the Draft Report to the City for review.
Two weeks is allocated for City review of the Master Plan Report. Carollo will incorporate the City's
comments into the Final Master Plan Report. Carollo will conduct a project meeting to discuss the Draft
Report, its findings and recommendations, and any required changes at a project meeting.
Task 6.2 — Develop Final Master Plan Report
Carollo will develop the Final Master Plan Report based on the comments on the Draft report and any
discussion items from the Draft Report Workshop. Carollo will submit electronic copies of the Final Master
Plan Report as well as five hard copies.
Task 6 - Deliverables:
- Electronic copy of the Draft Master Plan Report
- Electronic copy as well as five hard copies of the Final Master Plan Report
- Electronic copy of the final hydraulic model
PAGE 5of7
EXHIBIT A
Task 7—Project Management
Project management will be conducted underthis task.This includes managing the projectteam,
coordinating with subconsultants,managing the scope of work,and project meetings.
Task 7.1—Project Administration
Carollo will administerthe project to maintain project schedule and budget.The project progress and
budget status will be included in monthly progress reports that will be attached to billing invoices.
Additionally,the monthly progress reports will include a list of work completed forthe time period,meeting
minutes for all meetings held during the time period,and an updated decision log.
Task 7.2—Project Meetings and Workshops
Carollo will conduct a project Kickoff Meeting as well as eight project workshops.The kickoff meeting with
City staff will be to discuss the project objectives,communication protocols,review project,and summarize
key project milestones and deliverables.The kickoff meeting will be held at the City's offices,and will
include Carollo's key project staff and subconsultants.
The proposed list of Project Workshops include:
1. Flow Monitoring Plan Workshop
2. Model Review and Flow Monitoring Workshop
3. Model Calibration Workshop
4. Proposed Improvement Workshop
5. Draft Report and Model Training Workshop
6. Model Training
7. Pump Station Pre-Assessment Workshop
The City of Carollo reserves the right to combine workshops as necessary for efficiency in project delivery.
Some workshops could occurvia internet meeting and/or conference calls.
Task 7.3—Quality Assurance and Quality Control
This task includes the activities associated with Quality Assurance and Quality Control(QA/QC).Carollo's
QA/QC protocols will include but not be limited to review of all model data,GIS,flow analysis,project
deliverables,model calibration,capacity analysis,flow projections,and other elements ofthe project.
QA/QC will be conducted by senior members of Carollo's team or other Carollo team members as necessary.
Task 8—Hydraulic Modeling Workshop
Following the completion ofthe project,Carollo will develop a technical memorandum that summarizes the
construction and calibration ofthe City's hydraulic model.Carollo will also conduct a project workshop to
educate City Staff on the model and its functionality.
Task 8.1—Develop Hydraulic Model Documentation
Carollo will develop a Hydraulic Model Construction Technical Memorandum that summarizes the
development and calibration ofthe City's hydraulic model.The TM will summarize the selected modeling
software,elements of the hydraulic model,model calibration methods,flow allocation,and other factors of
model development that would be critical for City Staffto understand after the project is complete.
Task 8.2—Conduct Hydraulic Model Workshop
Following the completion ofthe project analysis,Carollo will conduct a workshop with City staff to
summarize model construction,model calibration,and other elements ofthe model development that will
be critical for City Staffto understand.The workshop will be conducted at the City's offices.
PAGE6of7
EXHIBIT A
Task 9 — Pump Station Evaluations
Carollo will conduct an evaluation of the City's six pump stations. The evaluation will included a physical
condition assessment of each of the pump stations. This task will include a Pre-Inspection Workshop,
condition assessments, and the development of a Pump Station Assessment Report. Carollo will proceed
with this task only after obtaining written approval either by letter or email from the City.
Task 9.1 — Pre-inspection Workshop
Carollo will work closely with the City to collect as-built drawings, flow data, and other critical data to
understand the layout, equipment, and other elements of each pump station site, and operating
parameters. Using this data, Carollo will conduct a Pre-Inspection Workshop with City staff to develop an
understanding of each pump station to allow for maximum utilization of field time during inspections.
Task 9.2 — Pump Station Assessments
Carollo will conduct two days of field inspection of the City's pump stations. It is assumed that three pump
stations per day will be inspected. The inspection will include an evaluation of the structural, and mechanical
elements of each facility. City staff will accompany the Carollo inspection team during each inspection to
provide access, and any traffic control should it be required. Carollo assumes that no confined entry will be
required.
Task 9.3 — Pump Station Assesment Report
Carollo will develop a report that summarizes the findings and recommendations from the pump station
evaluations. The report will document the physical inspections and provide recommendations on necessary
improvements. The findings and recommendations from the pump station evaluation will be incorporated
with the hydraulic capacity recommendations conducted as part of the previous tasks in this scope of work.
Carollo will submit a Draft Pump Station Assessment Report to City staff for review and comment. Carollo
will incorporate City comments into a Final Pump Station Assessment Report.
PAGE 7of7
EXHIBIT A
Task Name 2019 2020
OCT1 DECiMAR APR MAY JUN JUL AUG SEP 1 OCT
Kickoff Oct 21 st
1-Data Collection and Assessment of Collection System Data collection
Develop Flow City Review Flow
Monitoring Plan Monitoring Plan
2-Flow Monitoring and Analysis I Tem ra Flow Monitorin Program
Model Network i Flow Allocation
Construction Model Calibration
3-Hydraulic Model DevelopmentCriteria
Lt7l' 7
Development
Design Storm Develop Capacity
4-System Performance Evaluation and Capacity Assurance Plan jDevelopment Pr°e`ts
L
System Analysis Develop
CIP Draft
5 Capital Improvement Plan Development j Master
Plan
I
6-Master Plan Preparation
Final
Master Plan
7-Project ManagementWorkshopProject Administration
s
Model
sho Review Workshop J.11"
Draft Report Workshop
Workshop 1 Model
• !
8-Hydraulic Model Workshop Flow Monitoring, Flow Monitoring! i Proposed Training
Plan Workshop Data Review WS optimization of Capacity Improvement
PS Feld Inspection and Condition Projects i Workshop
i Develop Model
9-Pump Station Evaluation ' ( DocumentTM
Pre Assessment Workshop Develop Condition Related Projects
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FI NAI
WASTEWATER COLLECTION SYSTEM MASTER PLAN
Prepared for
City of Burlingame,California
October 15,2010
BC Project No. 136414
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Christopher Peters
Engineer in Responsible Charge, California, License No. C 69669
BROWND CALDWELL
201 N Civic Drive,Suite 115
Walnut Creek,CA 94596
Table of ContentsWastewater Collection System Master Plan
TABLE OF CONTENTS
LISTOF ACRONYMS................................................................................................................................................ VIII
EXECUTIVESUMMARY .........................................................................................................................................ES-1
Background ........................................................................................................................................................ES-1
ProjectApproach................................................................................................................................................ES-1
HydraulicAssessment....................................................................................................................I...................ES-2
RDI/I Assessment...............................................................................................................................................ES-3
CapitalImprovement Plan .................................................................................................................................. ES-4
OtherRecommendations .................................................................................................................................ES-16
1 . INTRODUCTION.....................................................................................................................................................1-1
1 .1 Scope of Work ..............................................................................................................................................1-1
1 .2 Study Area....................................................................................................................................................1-2
1.3 Existing Collection System ...........................................................................................................................1-2
1.4 Wastewater Treatment .................................................................................................................................1-2
1 .5 Previous Planning Reports and Information .................................................................................................1-2
1 .6 Regulatory and Legal....................................................................................................................................1-3
LIST OF FIGURES
Figure ES-1 . Existing System Performance: Design Scenario........................................................................... ES-5
Figure ES-2. Existing System Performance: Consent Decree Scenario ............................................................ ES-7
Figure ES-3. Candidate Basins for Rehabilitation .............................................................................................. ES-9
Figure ES-4. Capital Improvement Projects .....................................................................................................ES-14
LIST OF TABLES
Table ES-1 . RDI/I Reduction Scenarios .............................................................................................................ES-4
Table ES-2. Project Prioritization...................................................................................................................... ES-11
Table ES-3. Capital Improvement Project Summary.......................................................................................ES-12
Table1 . SSMP Components.................................................................................................................................1-3
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Table of Contents Wastewater Collection System Master Plan
TECHNICAL MEMORANDUM NO. 1. FLOW MONITORING PLAN
TABLE OF CONTENTS
1. FLOW MONITORING PLAN......................................................................................................................................2
1.1 Site Selection Criteria......................................................................................................................................2
1.2 Recommended Flow Monitoring Plan..............................................................................................................2
1.2.1 Flow Monitors....................................................................................................................................4
1.2.2 Rainfall Gages...................................................................................................................................4
ATTACHMENTS: DETAILED FLOW MONITOR LOCATION MAPS............................................................................A
LIST OF TABLES
Table 1-1. Proposed Flow Monitor Locations............................................................................................................6
LIST OF FIGURES
Figure 1. Proposed Flow Monitoring Locations.........................................................................................................3
FigureA-1. Flow Monitor Site No. 1 .....................................................................................................................A-1
FigureA-2. Flow Monitor Site No. 2.....................................................................................................................A-2
FigureA-3. Flow Monitor Site No. 3.....................................................................................................................A-3
Figure A-4. Flow Monitor Site No.4.....................................................................................................................A-4
Figure A-5. Flow Monitor Site No. 5.....................................................................................................................A-5
FigureA-6. Flow Monitor Site No. 6.....................................................................................................................A-6
FigureA-7. Flow Monitor Site No. 7.....................................................................................................................A-7
FigureA-8. Flow Monitor Site No. 8.....................................................................................................................A-8
FigureA-9. Flow Monitor Site No. 9.....................................................................................................................A-9
Figure A-10. Flow Monitor Site No. 10...............................................................................................................A-10
FigureA-11. Flow Monitor Site No. 11 ...............................................................................................................A-11
Figure A-12. Flow Monitor Site No. 12...............................................................................................................A-12
Figure A-13. Flow Monitor Site No. 13...............................................................................................................A-13
Figure A-14. Flow Monitor Site No. 14...............................................................................................................A-14
Figure A-15. Flow Monitor Site No. 15...............................................................................................................A-15
Figure A-16. Flow Monitor Site No. 16...............................................................................................................A-16
Figure A-17. Flow Monitor Site No. 17...............................................................................................................A-17
Figure A-18. Flow Monitor Site No. 18...............................................................................................................A-18
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Table of Contents Wastewater Collection System Master Plan
TECHNICAL MEMORANDUM NO. 2.
Wastewater Collection System Flow Monitoring Services Wet Weather Season of
February 2009 (Bound and Submitted Separately by E2 Consulting Engineers, Inc.,
dated May 2009)
TECHNICAL MEMORANDUM NO. 3. LAND USE EVALUATION
TABLE OF CONTENTS
3. LAND USE EVALUATION .........................................................................................................................................2
3.1 Information Sources.........................................................................................................................................2
3.2 Land Use Consolidation...................................................................................................................................3
3.2.1 Consolidation Methodology...............................................................................................................3
3.2.2 City Zoning Ordinance.......................................................................................................................3
3.2.3 County Tax Assessor's Land Use Codes..........................................................................................4
3.2.4 Other Methods of Determining Land Use..........................................................................................6
3.3 Master Plan Land Use.....................................................................................................................................7
LIST OF FIGURES
Figure3-1. Land Use Map. .......................................................................................................................................8
LIST OF TABLES
Table 3-1. Master Plan Land Use Category Assignment to City Zoning District.......................................................4
Table 3-2. Master Plan Land Use Categories Assignment to Assessor's Land Use Codes......................................5
Table 3-3.Assessor's Residential Land Use Codes.................................................................................................6
Table 3-4. Master Plan Land Use Category Summary..............................................................................................7
TECHNICAL MEMORANDUM NO. 4. DRY WEATHER FLOW PROJECTIONS
TABLE OF CONTENTS
4. DRY WEATHER FLOW PROJECTIONS...................................................................................................................2
4.1 Methodology....................................................................................................................................................2
4.2 Wastewater Flow Components........................................................................................................................2
4.2.1 Base Sanitary Flow............................................................................................................................3
4.2.2 Groundwater Infiltration.....................................................................................................................4
4.2.3 Rainfall Dependent Infiltration and Inflow..........................................................................................4
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4.3 Water Billing and Flow Data............................................................................................................................4
4.3.1 City Water Billing Records.................................................................................................................4
4.3.2 Wastewater Treatment Plant Flow Data............................................................................................5
4.3.3 Temporary and Permanent Flow Monitor Data..................................................................................5
4.4 Point Sources..................................................................................................................................................6
4.5 Unit Flow Factors.............................................................................................................................................8
4.5.1 Mass Balance....................................................................................................................................8
4.5.2 Unit Flow Factors...............................................................................................................................8
APPENDIX A: BURLINGAME WWTP FLOW, SEASONAL VARIATION......................................................................A
APPENDIX B: BURLINGAME WATER BILLING SUMMARY.......................................................................................B
LIST OF FIGURES
Figure 4-1.Wastewater Hydrograph Components....................................................................................................3
Figure 4-2. Burlingame Permanent and Temporary Satellite System Flow Monitors................................................7
LIST OF TABLES
Table 4-1. Daily Average Dry Weather WWTP Flow.................................................................................................5
Table 4-2.Average Daily Hillsborough and Burlingame Hills Flows during Dry Period.............................................6
Table4-3. Point Source Summary............................................................................................................................6
Table 4-4. BSF Generated by the City......................................................................................................................8
Table 4-5.Average Water Use and Corresponding Wastewater Unit Flow Factors by Land Use............................9
Table 4-6. Preliminary Unit Flow Factors and Estimated Dry Weather GWI...........................................................10
TECHNICAL MEMORANDUM NO. 5. HYDRAULIC MODEL DEVELOPMENT
AND SYSTEM PERFORMANCE EVALUATION
TABLE OF CONTENTS
5. HYDRAULIC MODEL DEVELOPMENT AND SYSTEM PERFORMANCE EVALUATION........................................2
5.1 Hydraulic Model Selection...............................................................................................................................2
5.2 Data Sources...................................................................................................................................................2
5.3 Methodology....................................................................................................................................................3
5.4 Model Network Development...........................................................................................................................3
5.4.1 Conduits and Nodes..........................................................................................................................3
5.4.2 Flow Splits.........................................................................................................................................4
5.4.3 Pump Stations and Forcemains........................................................................................................4
5.5 Model Flow Development................................................................................................................................5
5.5.1 Flow Allocation..................................................................................................................................5
5.6 Dry Weather Model Calibration........................................................................................................................6
5.6.1 Flow Data..........................................................................................................................................6
5.6.2 BSF Calibration.................................................................................................................................6
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5.6.3 Dry Weather GWI Calibration............................................................................................................9
5.6.4 Observed vs. Modeled Results..........................................................................................................9
5.7 Wet Weather Model Calibration.....................................................................................................................11
5.7.1 Flow Data........................................................................................................................................11
5.7.2 Wet Weather GWI Calibration.........................................................................................................11
5.7.3 R-factor Calibration..........................................................................................................................11
5.7.4 Observed vs. Modeled Results........................................................................................................14
5.8 Existing System Performance Evaluation......................................................................................................18
5.8.1 Design Storms.................................................................................................................................18
5.8.2 Evaluation Criteria...........................................................................................................................19
5.8.3 Existing Collection System Performance Results............................................................................19
APPENDIX A: DRY WEATHER CALIBRATION HYDROGRAPHS.............................................................................A
APPENDIX B: WET WEATHER CALIBRATION HYDROGRAPHS............................................................................. B
APPENDIX C: MODEL OUTPUT- DESIGN SCENARIO............................................................................................C
APPENDIX D: MODEL OUTPUT-CONSENT DECREE SCENARIO.........................................................................D
LIST OF FIGURES
Figure51. Model Network........................................................................................................................................7
Figure5 2. Weekday Diurnal Patterns ......................................................................................................................8
Figure 5 3, Dry Weather Calibration at FM 17...........................................................................................................9
Figure5 4. Calibration Factors................................................................................................................................12
Figure 5 5. Typical RDI/I Hydrograph Components: Runoff Surfaces.....................................................................13
Figure 5 6. Wet Weather Calibration at FM 17........................................................................................................15
Figure 5 7. FM 16 Wet Weather RDI/I Source........................................................................................................17
Figure 5 8. Design Storm Distributions....................................................................................................................18
Figure 5 9, Existing System Performance: Design Scenario...................................................................................21
Figure 510. Existing System Performance: Consent Decree Scenario..................................................................22
LIST OF TABLES
Table 5 1. GIS Incomplete or Inconsistent Data........................................................................................................4
Table 5 2. Pump Station Information.........................................................................................................................5
Table 5 3. Calibrated Unit Flow Factors....................................................................................................................8
Table 5 4, Dry Weather Calibration Results............................................................................................................10
Table5 5. Wet Weather Parameters.......................................................................................................................14
Table 5 6. Wet Weather Model Calibration Results.................................................................................................16
Table5 7. IDF Rainfall Depths................................................................................................................................18
Table 5 8. Existing System Results.........................................................................................................................20
Table 5 9. Pump Station Capacity Evaluation.........................................................................................................23
Table 5 10. Forcemain Peak Velocities...................................................................................................................23
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TECHNICAL MEMORANDUM NO. 6. CAPITAL IMPROVEMENT PLAN
TABLE OF CONTENTS
6. CAPITAL IMPROVEMENT PLAN..............................................................................................................................2
6.1 Capital Improvement Plan Development.........................................................................................................2
6.1.1 Approach...........................................................................................................................................2
6.1.2 Project Development.........................................................................................................................4
6.1.3 Project Prioritization...........................................................................................................................9
6.2 Construction Costs..........................................................................................................................................9
6.2.1 Pipelines............................................................................................................................................9
6.2.2 Pump Stations.................................................................................................................................10
6.2.3 Collection System Rehabilitation.....................................................................................................10
6.2.4 Other Costs.....................................................................................................................................11
6.3 Capital Improvement Plan .............................................................................................................................11
6.4 Other Recommendations...............................................................................................................................14
6.4.1 NBSU Outfall Hydraulic Investigation..............................................................................................14
6.4.2 Wet Weather Flow Monitoring and RDI/I Investigations..................................................................14
6.4.3 Private Lateral Rehabilitation Programs..........................................................................................14
6.4.4 Satellite Collection Systems Agreements........................................................................................14
6.4.5 Master Plan Update.........................................................................................................................15
ATTACHMENT A: PLANNING LEVEL UNIT COST DEVELOPMENT........................................................................A
ATTACHMENT B: DETAILED PROJECT DESCRIPTIONS AND COSTS.................................................................. B
LIST OF FIGURES
Figure 6 1. Hydrograph at the WWTP under the Design Storm................................................................................3
Figure 6 2. Blended Effluent at the WWTP under the Design Storm.........................................................................4
Figure 6 3. Hydrograph at the WWTP—After Collection System Rehabilitation.......................................................7
Figure 6 4. Candidate Basins for Rehabilitation........................................................................................................8
Figure 6 5. Capital Improvement Projects...............................................................................................................16
LIST OF TABLES
Table 61. RDI/I Reduction Scenarios.......................................................................................................................6
Table 6 2. Project Prioritization.................................................................................................................................9
Table 6 3. Sanitary Sewer Unit Costs.....................................................................................................................10
Table 6 4. Capital Improvement Project Summary..................................................................................................12
i BROWN AND CALDWELL
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Table of Contents Wastewater Collection System Master Plan
LIST OF ACRONYMS
AA Anza Area
ADWF average dry weather flow
APNs Tax Assessor's parcel numbers
APS Anza Point South
Assessor Tax Assessor
BHSMD Burlingame Hills Sewer Maintenance District
BSF base sanitary flow
Burlingame Hills San Mateo County Burlingame Hills Sewer Maintenance District
City City of Burlingame
County San Mateo County
CR Commercial Residential
DWF dry weather flow
FM Flow Monitoring
fps feet per second
GIS Geographical Information System
GWI ground water infiltration
HGL hydraulic grade line
Hillsborough Town of Hillsborough
1/1 inflow and infiltration
IB Inner Bayshore
IDF Intensity Duration Frequency
MG million gallons
mgd million gallons per day
NBSU North Bayside System Unit
NOAA National Oceanic and Atmospheric Administration
PDWF peak dry weather flow
PWWF peak wet weather flow
R1 Single Family
R2 Medium Density
R3 Medium-High Density
R4 High Density
RDI/I rainfall dependent infiltration and inflow
RR Rollins Road
SFR Single-family residential
SL Shoreline
SMD Burlingame Hills Sewer Maintenance District
SSO sanitary sewer overflow
SWMM Storm Water Management Model
TM technical memorandum
TW Trousdale West
WWTP wastewater treatment plant
Villi
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WASTEWATER COLLECTION SYSTEM MASTER PLAN
EXECUTIVE SUMMARY
This Executive Summary summarizes the findings and recommendations of the Wastewater
Collection System Master Plan (Master Plan) for the City of Burlingame (City). The Master Plan is
based on an assessment of the collection system hydraulics. The Master Plan includes recommended
improvements to provide adequate hydraulic capacity and reduce rainfall dependent inflow and
infiltration (RDI/I).
Supporting information for this Executive Summary can be found in the Master Plan Introduction
and the following Technical Memoranda:
• TM 1 — Flow Monitoring Plan
• TM 2 — Flow Monitoring Report
• TM 3 — Land Use Evaluation
• TM 4 — Dry Weather Flow Projections
• TM 5 — Hydraulic Model Development and System Performance Evaluation
• TM 6 — Capital Improvement Plan
Background
The City collects and treats wastewater from businesses and residents within the City of Burlingame.
The City also transports and treats wastewater from two satellite collection systems: the Burlingame
Hills Sewer Maintenance District (SMD) and a portion of the Town of Hillsborough. The entire
service area encompasses approximately six square miles and 10,000 customers. The City's collection
system includes seven pumping station facilities, approximately 84 miles of gravity sewers that range
in size from 6-inches to 51-inches in diameter, and approximately 3.6 miles of force mains that range
in size from 8 inches to 30 inches in diameter.
Service area flows are conveyed to the City's Wastewater Treatment Plant (WWTP), which has a
secondary treatment capacity of 13 million gallons per day (mgd). The City's WWTP effluent is
discharged up to a maximum rate of 16 mgd to the San Francisco Bay via the North Bayside System
Unit (NBSU) outfall, a jointly-owned outfall pipe shared by the cities of Burlingame, San Bruno,
South San Francisco, Millbrae, Colma, and the San Francisco Airport. During dry weather, the
WWTP treats an average flow of approximately 3.6 mgd. This flow rate has remained relatively
constant for at least the past eight years. Peak hour average daily flows are approximately 6.5 mgd
during dry weather. Ten-year design peak hourly wet weather flows are approximately 32 mgd.
Project Approach
The approach for this project included monitoring collection system flows, developing a hydraulic
model to identify capacity deficiencies and ultimately, developing capital improvement projects to
eliminate capacity constraints and reduce RDI/I within the City's collection system. The approach
BROWN AND CALDWELL
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Executive Summary Wastewater Collection System Master Plan
was framed by the following parameters,which were identified in the City's National Pollutant
Discharge Elimination System (NPDES) permit and Consent Decree:
1. Eliminate capacity-related sanitary sewer overflows (SSOs) during rain events of less than the
Consent Decree design storm.
2. Eliminate discharges to the City's unpermitted near shore outfall during rain events less than
the Consent Decree design storm.
3. Minimize blending events at theWWTP.
Further discussion of these three parameters is included in the following sections.
Eliminate Capacity-Related SSOs
The City's consent decree requires reducing the occurrence of SSOs in the collection system.
Projects were developed to eliminate pipe and pump station hydraulic restrictions,improve areas of
the system with historic maintenance issues,and help the City reduce RDI/I in the system.
Additionally,California State Water Resources Control Board(SWRCB) Order No. 2006-003
provides statewide general Waste Discharge Requirements (WDR) for all publicly owned sanitary
sewer collection systems in California with more than one mile of sewer pipe.Agencies meeting
these criteria must develop a Sewer System Management Plan (SSMP).The SSMP will establish goals
and present objectives to minimize the number and impact of sanitary sewer overflows (SSO),
provide sewer capacity to accommodate design storm flows,and maintain the condition of the
collection system such that the City can continue to provide reliable service.
Eliminate Discharges to the Nearshore Outfall
The City's NPDES permit allows WWTP effluent to be discharged up to a maximum rate of 16 mgd
to the San Francisco Bay via the NBSU outfall. Under Design Storm conditions,peak(hourly) wet
weather flows (PWWFs) reach approximately 32 mgd at the WWTP. Since the NBSU outfall is
contractually limited to 16 mgd,wet weather flows over 16 mgd must be reduced either through
RDI/I reduction, storage and discharge of wet weather flows over a longer period of time,or by
increasing the NBSU outfall capacity to prevent the use of the City's unpermitted Nearshore outfall.
Minimize Blending Events at the WWTP
Blending events occur at the WWTP when wet weather flows exceed the 13 mgd capacity of the
secondary treatment process.Wet weather flows above 13 mgd receive primary treatment,but
bypass secondary treatment,and are blended with secondary effluent before discharge.
The City's proposed 1.5 MG wet weather storage facility at the WWTP reduces the volume of
blended effluent since stored wastewater will be returned to the headworks of the WVVTP for
secondary treatment before discharge. RDI/I reduction methods such as collection system
rehabilitation also minimize blending by lowering wet weather flows to the WWTP.
Hydraulic Assessment
The collection system hydraulic assessment was based on modeling of six pump stations and 84
miles of trunk sewers and force mains under design flow conditions.The City's Geographic
Information System (GIS) data provided the base for the hydraulic model. Flow projections were
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Executive Summary Wastewater Collection System Master Plan
based on flow monitoring performed during this project. Flow projections did not include any
allowances for growth or densification within the service area,which is essentially built-out. Design
peak wet weather flows were developed using two 10-year,24-hour design storms.
The design storm is a 10-year 24-hour storm with a distribution typically used for collection system
master plans. The City's Consent Decree requires that collection system improvements resolve
capacity-related SSOs during storm events less than a 10-year 24-hour storm using an SCS Type IA
24-hour rainfall distribution curve.This storm is less conservative than the design storm and was
used for prioritizing improvement projects.
Figure ES-1 and ES-2 show the performance of the existing collection system under the Design and
Consent Decree Scenarios. Gravity sewers with inadequate capacity are shown as having"throttled
surcharge".These include gravity sewers with flat or adverse slopes. Sewers with adequate capacity
that are surcharged due to a throttled pipe downstream (or a geometry condition such as a
submerged outlet) are shown as having"backwater surcharge".
For the Design Scenario,there are 19 potential SSO locations in the existing system,ten of which
are in manholes located outside of the City limits (although flows from the City may contribute
upstream). For the Consent Decree Scenario,there are 14 potential SSO locations,nine of which are
in manholes located outside of the City limits (although flows from the City may contribute
upstream). 1740 Rollins Road and Airport Road pump stations have potential capacity deficiencies
for the Design and Consent Decree Scenarios. These findings led to hydraulic capacity enhancement
projects for the Capital Improvement Plan.
RDI/1 Assessment
Analysis of the flow monitoring data collected for this project identified a number of basins with
high levels of RDI/I that are potential candidates for RDI/I reduction through collection system
and service lateral rehabilitation. Basins were selected for rehabilitation based on the following
criteria:
■ High potential for RDI/I reduction based on modeled R-factor (percent of rainfall volume that
enters the collection system).
■ Effectiveness of RDI/I reduction (gallons of RDI/I per lineal foot of pipe) with a focus on
basins with small diameter pipe primarily in residential areas where RDI/I is expected to be
prevalent.
■ Basins where RDI/I reduction projects have not been previously implemented.
Table ES-1 summarizes the properties of each of the 18 flow monitoring basins,including the
primary agency that contributes the flow,and indicates which basins were selected for the RDI/I
reduction model scenario. Note that average dry weather flow(ADWF) and PWWF values include
flows from upstream basins.These basins are shown in Figure ES-3.
BROWN' AND CALDWFLL
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Executive Summary Wastewater Collection System Master Plan
Table ES-1.RDI/l Reduction Scenarios
Consent
Consent Decree Decree
Wet R-factor Candidate for
Flow ScenaH02 Weather (%of ScenaH02 Total Gallons Collection
Monitor Primary Contributing ADWFr PWWFf Peaking Contributing GWI Rainfall Volume RDIII Length of RDIII per System
Basin Agency (mgd) (mgd) Factor Area(ac) (mgd) Volume) (MG) Pipe(LF) Total LF Rehabilitation
Unmetered City 159 0.0 1.0 0.04 32,083 1
1 City 0.24 2.24 9.3 240 0.1 3.9 0.94 48,675 19
2 City 0.11 2.07 18.8 114 0.0 7.8 0.89 19,329 46 ✓
3 City and BHSMD 0.10 0.79 7.9 79 0.1 7.1 0.56 19,222 29 ✓
4 BHSMD 0.01 0.32 32.0 24 0.0 9.5 0.23 5,069 45
5 City 0.21 1.52 7.2 50 0.0 3.4 0.17 20,365 8
6 City 0.21 3.17 15.1 74 0.0 9.2 0.69 20,518 34 ✓
7 City and BHSMD 0.20 1.88 9.4 208 0.2 5.7 1.18 42,881 28 ✓
8 Hillsborough 0.07 1.38 19.7 140 0.0 5.7 0.81 28,977 28 ✓
9 Hillsborough 0.05 0.67 13.4 52 0.0 7.0 0.37 9,035 41 ✓
10 Hillsborough 0.17 1.08 6.4 638 0.0 2.6 1.66 90,913 18
11 City 0.65 2.19 3.4 155 0.5 4.2 0.65 42,957 15
13 City 0.17 1.10 6.5 103 0.2 3.0 0.31 29,180 11
14 City 1.00 7.84 7.8 265 0.0 2.0 0.53 85,181 6
15 City 1.76 17.20 9.8 333 0.0 7.8 2.72 82,253 33 ✓
16 City 0.13 2.98 22.9 6 0.0 5.0 0.03 2,812 11
17 City and Hillsborough 0.26 1.86 7.2 125 0.1 6.3 0.79 29,686 27 ✓
Floribunda Hillsborough 0.17 3.65 21.5 759 0.1 2.6 1.94 105,448 18 ✓
Flow rates include all flows upstream of the meter,including flows from tributary basins.
2 SSOs occur under both wet weather scenarios,therefore,PWWFs and peaking factors do not include system losses.
Capital Improvement Plan
Capital improvement projects were developed to mitigate hydraulic and structural deficiencies,
reduce maintenance,and improve overall system reliability and operation. Information from the
hydraulic assessment was used to prioritize the capital projects into the three categories listed in
Table ES-2. City-identified maintenance projects are expected to be completed first,within the next
three years; hydraulic projects that are necessary to meet the requirements of the Consent Decree
must be completed in the next ten years; and hydraulic projects triggered by the Design Storm are
expected to be completed more than ten years from now, and should be reevaluated after the
conditions of the Consent Decree are met.
ES-4
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P:t1360001136414-Burlingame WW Collection System Master Plan16 Master Plan ReportlFINADExecutive Summary and Introduction.doc
BURLINGAME
m \'
ay
a�
Mitten PS °o'Yyy -
Wastewater Collection
>` 1740 Rollins PS /y�/� System Master Plan
`\ Gilbreth P' s San Francisco Bay y
Project No.136414
City of Millbrae
a,. Legend
oJeas Fac j Hyatt PS • Potential SSO Location
♦ VWViP
........................
Model Outfallt ■ Pump Station(PS)
Modeled Sanitary Sewer
F ••• Modeled Forcemain
Ro
. 11ins Rd.PS Airport Rd.PS ••
^, Inactive Forcemain
lli
799 Rollin PS Throttle Surcharge,
�_ -- ...�....
�% t��-'� �, Freeboard<5 ft
Backwater Surcharge,
Freeboard<5 ft
Throttle Surcharge
--- w/Sufficient Freeboard
Backwater Surcharge
w/Sufficient Freeboard
Burlingame City Limits
�c •>; - 7 iii A �1 e.
Burlingame Parcels
? Burlingame
�o Hills(SMD) Figure ES-1
�t
Town of Hillsborough City of San Mateo Existing System
Performance:
Notes: Design Scenario
Sewers have sufficient capacity,but are backwatered where the
outlets are submerged because the downstream inverts match
upstream inverts of larger diameter sewers. N
A r '
High flow velocity due to steep slopes creates localized
backwatering at manhole inlets.
Sewers have sufficient capacity. 0 750 1,500 3,000
Last Revision:1/13/2010
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BURLINGAME
edi
s�
0
oy
Mitten PS y,
i
Wastewater Collection
1740 Rollins PS /� System Master Plan
Gilbreth PS San Francisco Bay y
Project No.136414
City of Millbrae
Legend
Hyatt PS • Potential SSO Location
Model Outfall.... ♦ WVVfP
■ Pump Station(PS)
`Airport Rd.PS Modeled Sanitary Sewer
�1. ♦ \.
.R°IlinsRd.Ps •••••••• Modeled Forcemain
Inactive Forcemain
r_, Throttle Surcharge,
-- -------
799 Rollins PS
�Freeboard<3 ft
Backwater Surcharge,
Freeboard<3 ft
Throttle Surcharge
---�- w/Sufficient Freeboard
A �'
Backwater Surcharge
Sfyl e a '� �\ ®+°• odii,.°'j �a, w/Sufficient Freeboard
oe ,• /� \\ �� P4 do. �,° Burlingame City Limits
ap Burlingame Parcels
e�
Burlingame tie
0o Hills(SMD)
Figure ES-2
Town of Hillsborough City of San Mateo Existing System
Performance:
Consent Decree
Scenario
Notes:
N
A
Sewers have sufficient capacity,but are backwatered where the
outlets are submerged because the downstream Inverts match
upstream inverts of larger diameter sewers. 0 750 1,500 3,000
Last Revision:1/13/2010
N36000U 36414-Budingame Ww Collection System Master Poan\GIS4nxd\TM FguresNAodel Development TM\Evist Syst SCSType+A_Storm.mzd Scale in Feet
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Bayshore Fiwy
MittenPS' San Francisco Bay BURLINGAME
1740 Rollins PS /vim^ \
.Q Gilbrath PS -
e41
City of Millbrae \a
Wastewater Collection
Hyatt PS System Master Plan
,rl
o�y Model Basin 2 \ Project No.136414
10, - Legend
Airport Rd.PS
\Basin 15 Rollins Rd.PS ■ Pump Station(PS)
a� 199 Rollins PS Modeled
Boa Sanitary Sewer
Collection System
Basin 6 Q Burlingame City Limits
Parcels
,Basin 17 epi° Basins to be Rehabilitated
�° Basin 2�
S Basin 4 �aEG
Basin 3
6
ge��O Basin 4
Burlingame
Baain3 Hills Basin 9 Basin 6
1 Basin 8 � j n�a Basin 7
�� Basin 8
Basin 9
Basin 7 Basin
U Basin Floribunda
City of San Mateo Basin 15(Residential)
Basin Floribunda N
A
Town of Hillsborough N.T.S.
Figure ES-3
Candidate Basins
for Rehabilitation
AND
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Executive Summary Wastewater Collection System Master Plan
17 ble ES-2.grq Prioritization
Priority Projects
5-Years High High Priority Projects
10-Years Medium Capacity Improvement Projects
10-Years Medium Basin-Wide Collection System Rehabilitation Projects
Beyond 10-Years Low Capacity rojects
Hydraulic Projects. Hydraulic projects are based on the results of the hydraulic assessment and are
intended to provide hydraulic capacity in the system for the two 10-year design storm conditions.
Maintenance Projects. Maintenance improvements were identified by the City during the
development of this Master Plan. Preliminary design plans for the proposed maintenance projects
were provided by the City and were incorporated as a maintenance project in this Master Plan.
Maintenance projects were reviewed to verify that the solutions were hydraulically acceptable.
Collection System Rehabilitation. RDI/I reduction is needed in the collection system to eliminate
use of the near shore outfall and minimize blending at the WWTP. For this project,two RDI/I
reduction approaches were tested in a selection of the most promising basins:
■ 30 percent reduction. Rehabilitation of mains,manholes,and lower laterals (within the public
right-of-way or easement).
■ 50 percent reduction. Rehabilitation of mains,manholes,lower laterals,and upper(privately-
owned) laterals.
The implementation of the 30 to 50 percent RDI/I reduction in the candidate basins results in a
lower volume and PV/WF at the WWTP and no model Nearshore outfall discharges for the Design
Storm.
The comprehensive Capital Improvement Plan (CIP) is listed in Table ES-3 and shown on
Figures ES-4.
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Executive Summary Wastewater Collection System Master Plan
ImprovementTable ES-3. Capital
Project Contributing Construction Engineering, Total Project
No. Agency Location Project Description Existing Size Future Size I Quantity Cost Admin,Etc. Cost
5-Years: High Priority Projects
11 City Upper Carmelita Ave. Upsize by pipe bursting. 6-in 8-in 1,800 LF $451,980 $158,190 $610,170
14 City Grove Ave. Open cut replacement. 6-in 8-in 3,510 LF $850,0002 $297,5002 $1,147,5002
15 City Easement:California Dr./ Re-route collection system by NIA 8-in to 12-in 3,190 LF $1,254,180 $438,960 $1,693,140
Edgehill Dr. open cut installation.
23 City Majilla Ave.Easements Sewer rehabilitation. 6-in 8-in 1,140 LF $150,0002 $52,5002 $202,5002
24 City Downtown Burlingame Sewer rehabilitation. 6-in,10-in 8-in,10-in 6,809 LF $1,400,0002 $300,0002 $1,700,0002
Subtotal-High Priority Projects $4,106,160 $1,247,150 $5,353,310
10-Years: Medium Priority Capacity Improvement Projects
2 City Upper Trousdale Dr. Upsize by pipe bursting. 8-in 10-in 1,280 LF $383,620 $134,270 $517,890
(Recently paved.)
3 City&BHSMD Adeline Dr.Easement Upsize and re-grade by open 8-in 10-in,12-in 3,212 LF $1,349,810 $472,430 $1,822,240
cut replacement.
5 City&BHSMD Canyon Rd. Upsize and re-grade by open 6-in,8-in,12-in 8-in to 18-in 4,010 LF $1,706,600 $597,310 $2,303,910
cut replacement.
7 City Adeline Dr.-Cabrillo&Cortez Upsize by pipe bursting and 6-in,8-in, 15-in 8-in to 21-in 2,215 LF $838,200 $293,370 $1,131,570
open cut replacement.
8 City Columbus Ave.to Bernal Ave. Upsize by pipe bursting. 6-in 8-in 892 LF $223,980 $78,390 $302,370
9 City Hale Dr.to Bernal Ave. Install new pipe and 3 new 10-in 1,400 LF $532,980 $186,540 $719,520
manholes by open cut.
121 City& Lower Sanchez Ave.(DS of Upsize and re-grade by open 15-in 21-in 1,110 LF $695,300 $243,360 $938,660
Hillsborough California Dr.) cut replacement.
13' Hillsborough Sanchez Ave.(Hillsborough) Upsize and re-grade by open 6-in,8-in,10-in 10-in,15-in 2,880 LF $1,517,890 $531,260 $2,049,150
cut replacement.
17 City Carolan Ave. Upsize by pipe bursting.Not 6-in 8-in 800 LF $200,880 $70,310 $271,190
enough fall to re-grade.
18 City Rollins Rd.&Humboldt Rd. Upsize by pipe bursting and 8-in 10-in,12-in 1,330 LF $452,600 $158,410 $611,010
open cut replacement.
19 City& Upper Oak Grove Ave.&EI Upsize by open cut 15-in 21-in 85 LF $53,240 $18,630 $71,870
Hillsborough Camino R. replacement.
BROWN AND CALDWELL
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Executive Summary Wastewater Collection System Master Plan
ImprovementTable ES-3. Capital
Project Contributing Construction Engineering, Total Project
No. Agency Location Project Description Existing Size Future Size Quantity Cost Admin,Etc. Cost
Pump station upgrade.
20 City 1740 Rollins PS Confirm capacity with 1.0 mgd 2.0 mgd $132,500 $46,000 $178,500
hydraulic analysis.
Pump station upgrade.
21 City Airport Road PS Confirm capacity with 0.3 mgd 0.4 mgd $50,000 $18,000 $68,000
hydraulic analysis.
Subtotal-Medium Priority Capacity Improvement Projects $8,137,600 $2,848,280 $10,985,880
10-Years:Medium Priority Basin-Wide Collection System Rehabilitation Projects
Basins 2,3,6,7,8,9, 15,17, Rehabilitate or replace mains, 50,450 LF to $12,700,000 to $4,400,000 to $17,100,000 to
22A City Floribunda manholes,and lower laterals. 4-in to 12-in 8 in to 12 in 100,800 LF $25,400,000 $8,900,000 $34,300,000
Rehabilitate or replace mains, 10,400 LF to $2,600,000 to $900,000 to $3,500,000 to
226 BHSMD Basin 3,4,7 manholes,and lower laterals. 4-into 8 in 8 in to 12 in 20,800 LF $5,300,000 $1,900,000 $7,200,000
Rehabilitate or replace mains, 46,450 LF to $11,700,000 to $4,100,000 to $15,800,000 to
22C Hillsborough Basin 7,8,9, 17,Floribunda manholes,and lower laterals. 4-into 12-in 8 in to 12 in 94 800 LF $23,400,000 $8,200,000 $31,600,000
Subtotal-Medium Priority Basin-Wide Collection System Rehabilitation Projects—Minimum $27,000,000 $9,400,000 $36,400,000
Subtotal- Medium Priority Basin-Wide Collection System Rehabilitation Projects—Maximum $54,100,000 $19,000,000 $73,100,000
Beyond 10-Years: Low Priority Capacity Improvement Projects
Upsize and re-grade by open
1 City Lower Trousdale Dr. cut replacement and pipe 12-in,18-in 15-in,24-in 2,700 LF $1,662,930 $582,030 $2,244,960
bursting.
4 City La Mesa Dr. Upsize by pipe bursting. 6-in 8-in 610 LF $153,170 $53,610 $206,780
Upsize by pipe bursting,and
6 City Davis Dr. install relief sewer by open 6-in 8-in, 10-in 1,773 LF $511,690 $179,090 $690,780
cut.
10 City Columbus Ave.Hillside/Easton Upsize by pipe bursting. 6-in 8-in 1,250 LF $313,880 $109,860 $423,740
16 City California Dr.&Palm Dr. Upsize by pipe bursting. 6-in 8-in 840 LF $210,920 $73,820 $284,740
Subtotal-Low Priority Capacity Improvement Projects $2,852,590 $998,410 $3,851,000
Grand Total—Minimum $42,096,350 $14,493,840 $56,590,190
Grand Total—Maximum $69,196,350 $24,093,840 $93,290,190
ES-13
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BURLIrNGAME
BaYshore HNy.
City of Millbrae
C,
Mitten San Francisco Bay
Wastewater Collection
20 1740 Rollins'PS System Master Plan
pe Gilbreth PS
a,
Project No. 136414
O�. 1
allo
Hyatt PS Legend
y
Model-Outfall
1 CIP Project Number
Y�
—\ .I
o�
6 14 Airport Rd. PS ♦ WWiP
Rollins Rd. PS
21 ■ Pump Station(PS)
\ — Existing Sanitary Sewer
8 7\ 10-Years-Capacity/Rehab
\ 12
17 5-Years-High Priority
>10-Years-Capacity
,� 16 Burlingame City Limits
3m 2a 8 Burlingame Parcels
oma
13 16
11 e. N
sP A
4 \ 19 Dat
y l-� Qgc�rg 0 750 1,500 3,000
Burlingame
.�� Hills Cd7�1 Scale in Feet
o0>4
7 Figure ES-4
Town of Hillsborough Capital Improvement
Projects
City of San Mateo
1
1
P.\136000\136414-Burlingame WW Collemon System Master Plan\GIS\mrtl\TM Figures\CIP TM\Ulbmate_CIP_Low0ora6 fi_10 Last Revision: 10/12/2010
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Executive Summary Wastewater Collection System Master Plan
Other Recommendations
Although not included in the Capital Improvement Plan, the following activities are also
recommended to meet the stated NPDES permit and Consent Decree requirements.
NBSU Outfall Hydraulic Investigation.The City is contractually limited to a peak discharge of 16
mgd through the NBSU outfall.An investigation should be performed to determine the limits of the
outfall,and whether additional capacity is available.The capacity of the NBSU outfall could be
limited by the pipeline pressure rating,the capacity of an in-line pump station,bay dilution
requirements that are tide-dependant,or by over-conservative modeling assumptions made at the
time of the original design. It is in the City's best interest to investigate whether additional capacity is
available since it could potentially provide a much quicker and less-costly method for eliminating the
use of the Nearshore outfall.
Wet Weather Flow Monitoring and RDI/I Investigations. Further intensive wet weather flow
monitoring should be completed to isolate smaller basins and to identify where RDI/I reduction will
be most effective.The City should also conduct detailed field investigations,including smoke and
dye testing,to characterize how RDI/I is distributed with each smaller basin and to identify portions
of the basins that do not need rehabilitation.
Private Lateral Rehabilitation Programs. The City's satellite collection systems should expand
their efforts to control and reduce RDI/I by implementing rigorous private lateral inspection and
rehabilitation programs. RDI/I from private laterals has been found to account for approximately
50 percent of the total RDI/I in several Bay Area cities.A program to inspect and rehabilitate
private service laterals at the sale of property can provide on-going RDI/I control at low cost.
Satellite Collection Systems Agreements.The City should review the agreements with its satellite
collection systems to ensure that appropriate limits on PWWFs are included. PWWFs are the
primary criteria for sizing collection system facilities including pipes and pump stations. Wet weather
flows are also a significant cause of overflows in the City's collection system. Responsibilities for
limiting, conveying,and paying for PWWFs should be clearly delineated. Satellite collection systems
should have active programs to control and reduce RDI/I that include identifying and disconnecting
inflow sources,private lateral inspection and rehabilitation programs,and regular monitoring and
evaluation of wet weather flows.
Master Plan Update.This Master Plan should be updated in 5 years as the City completes
improvements and RDI/I reduction projects,and as updated flow monitoring information becomes
available.The existing hydraulic model should be updated periodically to reflect changes in the
collection system,including collection system rehabilitation and sewer upsizing projects. Future flow
monitoring should include long-term flow monitoring of the Town of Hillsborough and Burlingame
Hills SMD flows to recalibrate the model and for continuous simulation modeling of the storage
basin at the WWTP.
BROWN AND CALDWELL
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WASTEWATER COLLECTION SYSTEM MASTER PLAN
1 . INTRODUCTION
The City of Burlingame (City) owns and maintains a wastewater collection system that serves
approximately 8,000 sewer customers within the City and over 2,000 customers from satellite
collection systems in the Burlingame Hills Sewer Maintenance District (SMD) and the Town of
Hillsborough. These three entities make up the service area that is tributary to the City's Wastewater
Treatment Plant (WWTP). The City last prepared a wastewater collection system master plan in
1999. In October 2008, the District retained Brown and Caldwell (BC) to prepare a new Master
Plan.
This Master Plan provides a comprehensive plan for improving the collection system over the next
10 to 20 years, and includes a hydraulic evaluation, RDI/I assessment, and develops a detailed
capital improvement plan. This Master Plan will help the City meet the requirements of its Consent
Decree and facilitate the City's development of its Sewer System Management Plan (SSMP) as
required by the State Water Resources Control Board (SWRCB).
This section summarizes the process undertaken to develop this Master Plan and provides
background information on the study area, collection system, and regulatory and legal drivers.
1 .1 Scope of Work
The Master Plan scope of work includes the tasks outlined below. Completed work tasks were
documented in technical memoranda. These technical memoranda are included as chapters of this
Master Plan report.
Review Existing Data. Review available information on the existing collection system.
Flow Monitoring and Analysis. Develop a flow monitoring plan and perform wet weather flow
and rainfall monitoring to project wastewater flows and develop rainfall dependent inflow and
infiltration (RDI/I) projections.
Hydraulic Model Development. Develop and calibrate a hydraulic model of the collection system
to identify hydraulic deficiencies and test RDI/I reduction scenarios.
System Performance Evaluation and Capacity Assurance Plan. Identify hydraulic deficiencies in
the collection system and develop improvement alternatives.
Capital Improvement Plan Development. Develop capital projects to address deficiencies and
prioritize the projects in a Capital Improvement Plan (CIP) using established deficiency criteria.
Master Plan Report. Document the Master Plan in a readily useable report.
I�
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Introduction Wastewater Collection System Master Plan
1.2 Study Area
The Master Plan study area encompasses approximately six square miles and 10,000 customers
including the City of Burlingame and two satellite collection systems:Burlingame Hills SMD and a
portion of the Town of Hillsborough.The service area is bordered by Highway 280 on the west,San
Francisco Bay on the east, the City of San Mateo on the south and the City of Millbrae on the north.
The hydraulic analysis for this Master Plan includes collection system pipes within the City of
Burlingame,and some pipes within the Burlingame Hills Sewer Maintenance District that transport
flows from the City.
1.3 Existing Collection System
The City collects and treats wastewater from businesses and residents within the City of Burlingame,
and transports and treats wastewater from two satellite collection systems.The collection system
owned and maintained by the City includes seven pumping station facilities,approximately 84 miles
of gravity sewers that range in size from 6-inches to 51-inches in diameter,and approximately 3.6
miles of force mains that range in size from 8 inches to 30 inches in diameter. Flows from the City
and the two satellites are conveyed to the City's wastewater treatment plant(WWI'P).
1.4 Wastewater Treatment
Service area flows are conveyed to the City's WWI"P,which has a secondary treatment capacity of
13 mgd.The City's WWTP effluent is discharged up to a maximum rate of 16 million gallons per
day (mgd) to the San Francisco Bay via the North Bayside System Unit(NBSU) outfall,a jointly-
owned outfall pipe shared by the cities of Burlingame,San Bruno,South San Francisco,Millbrae,
Colma,and the San Francisco Airport. During dry weather,the WWTP treats an average flow of
approximately 3.6 mgd.This flow rate has remained relatively constant for at least the past eight
years. Peak hour average daily flows are approximately 6.5 mgd during dry weather,and ten-year
design peak hourly wet weather flows are approximately 32 mgd.
1.5 Previous Planning Reports and Information
In 1999,the City completed a previous evaluation of the wastewater collection system.Additional
reports,planning documents and information used in the development of this Master Plan are as
follows:
• San Mateo County Parcel GIS
• City of Burlingame General Plan: Land Use Element(1969) and Housing Element(2002)
• Burlingame Bayfront Specific Plan (Adopted 2004/Amended 2006)
• North Burlingame/Rollins Road Specific Plan (Adopted 2005/Amended 2007)
• City of Burlingame Title 25 Zoning Code
• City of Burlingame Water and Sewer Billing Information (July 2007 to June 2008)
• Various Sewer Record and Construction Drawings
_ BROWN
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Introduction Wastewater Collection System Master Plan
1.6 Regulatory and Legal
This section summarizes current regulatory requirements and legal decisions that have influenced
the development of this Master Plan,and is intended to provide a general discussion of the subject
matter covered.To the extent it addresses laws,regulations or court decisions of any jurisdiction;it
is not intended as a precise,detailed or thorough summary of the pertinent legal authorities.
Regulatory.The United States Environmental Protection Agency (USEPA) began drafting
Capacity,Management,Operations and Maintenance (CMOM) regulations in the mid-1990s to
require owners and operators of publicly owned wastewater collection systems to eliminate sanitary
sewer overflows (SSOs). SSOs occur when wastewater escapes the collection system as a result of
blockages or capacity restrictions in the system.The State of California, through its State Water
Resources Control Board (SWRCB), has issued Sewer System Management Plan (SSMP)
requirements to achieve the SSO reduction goals of CMOM.
SWRCB Order No. 2006-003 provides statewide general Waste Discharge Requirements (WDR) for
all publicly owned sanitary sewer collection systems in California with more than one mile of sewer
pipe.Agencies meeting these criteria must develop an SSMP that includes at least 11 mandatory
elements,which are identified in Table 1.The agency's SSMP must be approved by the collection
system's governing body. The WDR also requires uniform reporting of all SSOs to a statewide
electronic database maintained by the SWRCB.All elements of the SSMP were required to be in
place by specified dates prior to August 1,2009 for sewer agencies serving populations between
10,000 and 100,000.
ComponentsTable 1.SSMP
Components Major Goals
1. Goals Properly manage,operate and maintain all parts of the sanitary sewer system.
2. Organization Clearly identify the parties responsible for the plan;management,administration and
maintenance;and the chain of communication for SSO reporting.
Demonstrate through ordinances,agreements or other legally binding procedures that the
agency has the legal authority to: prevent illicit discharges into the sewer system;require that
3. Legal Authority sewers and connections be properly designed and constructed;ensure access for
maintenance,inspection and repairs;limit the discharge of fats,oils and grease(FOG);and
enforce violation of sewer ordinances.
a)Maintain an up-to-date map;
b)Regular preventive maintenance activities;
4. 0&M Program c)Develop a prioritized rehabilitation and replacement plan;
d)Provide training;
e)Provide equipment and replacement part inventories.
5. Design and Performance Provisions a)Design and construction standards and specifications;
b)Procedures and standards for inspecting and testing new sewers.
a)Proper notification procedures;
b)Overflow response program;
6. Overflow Emergency Response Plan c)Overflow notification procedures;
d)Emergency Response Plan procedures;
e)Traffic and crowd control procedures;
f)Program to ensure reasonable steps are taken to contain SSO.
BROWN AND CALDWELL
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Introduction Wastewater Collection System Master Plan
ComponentsTable 1.SSMP
Components Major Goals
a)Public education and outreach plan;
b)FOG disposal plan;
c)Legal authority to prevent discharges;
7. Fog Control Program d)Grease removal device requirements;
e)Authority to inspect grease producing facilities;
f)Identification of areas prone to FOG blockages;
g)Development and Implementation of FOG source control measures.
a)Evaluation of areas experiencing SSO discharge;
8. System Evaluation and Capacity b)Develop design criteria;
Assurance Plan c)Develop a CIP to address identified hydraulic deficiencies;
d)Develop a schedule of completion dates.
a)Maintain information to establish and prioritize SSMP activities;
b)Monitor the implementation and effectiveness of each element;
9. Monitoring,Measurement and Program
Modifications c)Assess the success of the preventive maintenance program;
d)Update program elements as necessary;
e)Identify and illustrate SSO trends.
10.SSMP Audits Conduct a program audit at least every two years to evaluate the effectiveness of the SSMP.
11.Communication Program Communicate on a regular basis with the public on the development,implementation and
performance of the SSMP.
The City of Burlingame WWTP is authorized through its NPDES permit No. CA0037788 to
discharge to the lower San Francisco Bay via the North Bayside System Unit (NBSq outfall. The
WWTP's NPDES permit includes several requirements that directly influence the approach and
recommendations of this Master Plan.The applicable requirements are as follows:
1. The discharger shall comply with the development of an SSMP as specified in the WDR.
2. The discharger must undertake multiple corrective measures to eliminate future discharges to
the Near Shore Outfall.
3. The discharger must undertake multiple corrective measures,including system rehabilitation,
to minimize blending. Blending is permitted when the discharger's PWWF exceeds the
capacity of the secondary treatment units as long as other conditions are met in the NPDES
permit.
Legal. In October,2008, the City entered into a Consent Decree with San Francisco Baykeeper.The
objectives of the Consent Decree are as follows:
1. To ensure that the City uses,implements,and improves ways,means,and methods to
prevent sanitary sewer overflows;
2. To ensure that the City continues to use,implement and improve ways,means and methods
to prevent or reduce WWTP violations;and
3. To further the goals and objectives of the Clean Water Act.
The Consent Decree includes several requirements that directly influence the approach and
recommendations of this Master Plan.The applicable requirements are as follows:
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Introduction Wastewater Collection System Master Plan
1. The City shall minimize the use of the Near Shore Outfall and eliminate its use for rainfall
events less than the Consent Decree design storm through construction of the retention
basin at the VUW'I'P,capital improvements in the system,and reduction of peak wet weather
flows.
2. Develop a Capacity Assurance Report for identification of all necessary capacity
improvements to convey PWWFs to the WWTP without SSOs caused by insufficient
capacity.
3. Identify RDI/I within the City's collection system and identify improvements designed to
eliminate discharges from the Near Shore Outfall for rainfall events less than the Consent
Decree design storm.
_._
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BROWN AND CALDWE LL Technical Memorandum
201 N. Civic Drive, Suite 115
Walnut Creek, California 94596
Tel: 925-937-9010
Fax: 925-937-9026
Prepared for: City of Burlingame, California
Project Title: Wastewater Collection System Master Plan
Project No: 136414-2.1
Technical Memorandum No. 1
Subject: Flow Monitoring Plan
Date: October 15, 2010
To: Donald Chang, PE, Project Manager
From: Christopher Peters, PE, Project Manager
Copy to: Art Morimoto, PE, Assistant Public Works Director
Prepared by: Lani Good, PE, Senior Engineer, California, License No. C 73677
'f Ra.CFESS/p,V
F
Reviewed by: �PHER� y\yam
Christoph r Peters, Project Manager d 696690/��
Engineer-in-Responsible Charge, California, License No. C 69669 * Exp.
,'� .VTQ c �ttFo
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Technical Memorandum No. 1 Flow Monitoring Plan
1 . FLOW MONITORING PLAN
This Technical Memorandum (Ili recommends temporary flow monitor and rain gage locations for data
gathering during the 2008/2009 wet weather season in support of the Wastewater Collection System Master
Plan for the City of Burlingame (City).
1 .1 Site Selection Criteria
Brown and Caldwell has reviewed the City's previous flow monitoring activities, the available sewer block
maps, and the City's graphic information system (GIS) information to determine appropriate temporary flow
monitor and rain gage locations.
The temporary flow monitors will be area-velocity meters and will record wastewater flow data throughout
the 2008/2009 wet weather season. Temporary flow monitor sites are located to:
a) capture satellite collection system flows,
b) isolate basins with high rainfall dependant inflow and infiltration (I/1) or previous sewer
rehabilitation,
c) meet minimum drainage basin size and flow requirements, and
d) avoid interruption from pumping station cycles.
Rainfall on the peninsula typically moves from north to south, with higher elevations generally receiving more
rainfall than lower elevations. Therefore, temporary rain gages are located in both high and low elevations,
and in both north and south basins of the service area.
1 .2 Recommended Flow Monitoring Plan
This section presents the recommended temporary flow monitoring plan for the 2008/2009 wet weather
season. The recommended locations of the flow monitors and rain gages and the tributary drainage basin
boundaries are shown on Figure 1-1. Field investigations of each proposed flow and precipitation monitoring
site will be performed and field adjustments made as necessary, in consultation with the City. The City will
provide all permits for conducting the flow monitoring program, locate manholes, provide access to public
facilities for rain gauges, and will assist in traffic control if necessary.
The flow monitors and rain gages will be installed in mid-December, 2008, and will remain in service for a
period of 60 days. Flow monitors will be capable of monitoring in surcharge and reverse-flow conditions. The
flow and precipitation data will be collected at a maximum of 15 minute intervals. Flow monitoring data will
be collected at 5 minute intervals for monitors collecting data directly downstream from satellite collection
systems.
The rainfall and flow monitoring data will be used to confirm base sanitary flow rates, quantify I/I, and
develop design storm hydrographs. This information will be used with the hydraulic model of the collection
system to identify capacity constraints in the collection system.
BROWN AND CALDWELL2
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Legend Proposed Flow Monitor Locations
Meter ID MH No. Diameter Notes
Proposed Flow Monitor 1 133-21015 12-in
Proposed Rain Guage 2 C3.21072 12-in
Satellite Connections 3 E3-21012 84n Burlingame Hills Entry Point
SS Manhole City of Millbrae 4 E3.21099 6-in Burlingame Hills Entry Point
5 134-21049 8-in
SS Pump Station 6 134-21066 15-in
—SS Mains 7 E3-21078 12-fn lBurIvVarne Hills Entry Pant
Flow Meter 1 8 E4-21042 12-in Town of Hilfstiorough Entry Pant
Flow Meter 2 9 E5-21009 10-in Town of Hillsborough Entry Point
Flow Meter 3 10 E5.21061 84n Town of Hillsborough Sewer Line
11 E6-21043 18-in
Flow Meter 5 12 D7-21064 8-in
Flow Meter 6 N 13 136-21034 12-m
Flow Meter 7 N 1 S 14 D6 21059 21-in }
15 C5.21103 52-in
Flow Meter 11 16 D5-21055 15 in
Flow Meter 12
17 D5.21092 24-m
Flow Meters 13 and/or 16 18 1 E2-21036 I S,n lourlingame H:Us Meter
Flow Meter 14 ti� –
Flow Meter 15 ��o WWTP
Flow Meter 17
Burlingame City Limns
�. 15
1 1�
107
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Sir Camino City of Burlingame
Hillsborough or`'ear Wastewater Collection
System Master Plan
Project No. 136414
Figure 1 - Proposed
San Mateo Flow Monitor Locations
P 11360001136414-Burlingame WW Collection System Master PIan1GISlmxdJM Figures%Fiow Monitoring TM1Fig 1-Proposed Flow Monitor Locations mxd Dec 18 2008
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Technical Memorandum No.1 Flow Monitoring Plan
1.2.1 Flow Monitors
Table 1-1 identifies the location of the 18 recommended flow monitors. Flow monitors will be installed in the
designated manhole, and will monitor flows in the pipe immediately upstream of the manhole.The additional
flow monitoring Site No. 18 was requested by the County of San Mateo to monitor flows entering the
Burlingame Hills Sewer Maintenance District and is funded under a separate contract with the County.
Table 1-1.Proposed Flow Monitor Locations
Site Manhole Recording
No. Location No. Diameter Interval Notes
1 Trousdale Dr.,North of EI Camino Real B3-21015 12-inch 15-minute
2 Rosedale Ave.&Westmoor Rd. C3-21072 12-inch 15-minute
3 Adeline Dr.&Alvarado Ave. E3-21012 8-inch 5-minute I Burlingame Hills Entry Point
4 Easement(Hillside Dr.)&Alvarado Ave. E3-21099 6-inch 5-minute Burlingame Hills Entry Point
5 Bernal Ave. D4-21049 8-inch 15-minute
6 Hillside Dr.,South of EI Camino Real D4-21066 15-inch 15-minute
7 Easton Dr. E3-21078 12-inch 5-minute Burlingame Hills Entry Point
8 Jackling Dr.&Vancouver Ave. E4-21042 12-inch 5-minute Town of Hillsborough Entry Point
9 Willow Ave.South of Newhall Rd. E5-21009 10-inch 15-minute Town of Hillsborough Entry Point
10 Sanchez Ave.South of Newhall Rd. E5-21061 8-inch 5-minute Town of Hillsborough Sewer Line
11 Oak Grove Ave.&Linden Ave. E6-21043 18-inch 15-minute
12 Howard Ave.&Humboldt Rd. D7-21064 8-inch 15-minute
13 Easement(Toyon Dr.) D5-21034 12-inch 15-minute
14 Rollins Rd.,East of Toyon Dr. D6-21059 21-inch 15-minute
15 Rollins Rd.,East of Cadillac Way C5-21103 52-inch 15-minute
16 Carolan Ave. D5-21055 15-inch 15-minute
17 Broadway,North of California D5-21092 24-inch 15-minute
18 Easement(Adeline Dr.) E2-21036 6-inch 5-minute County-Funded Meter:Burlingame
Hills Sewer Maintenance District
1.2.2 Rainfall Gages
Three temporary rain gages will be installed in the service area to accurately quantify rainfall during the
2008/2009 wet weather season. Rain gages will be tipping buckets with dedicated data loggers.The data
loggers will record the time when each 0.01 inch of rainfall occurs at the location of the tipping bucket,and
will be checked periodically by field crews during the flow monitoring program. The rain gages will be
installed at three publicly-owned locations on flat roofs with no tree cover at 1) Cuernavaca Park,2) Ray Park,
and 3)Washington Park.
4
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Flow Monitoring Plan
ATTACHMENT A: DETAILED FLOW MONITOR LOCATION MAPS
BROWN AND CALDWELL
A
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Flow Monitoring Plan
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Flow Monitoring Plan
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BROWN CALDWELL
A-2
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Flow Monitoring Plan
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A-4
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A-5
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A-6
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Flow Monitoring Plan
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A-10
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Flow Monitoring Plan
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A-11
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Flow Monitoring Plan
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Flow Monitoring Plan
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BROWN1
A-15
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i
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BROWN
A-16
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Flow Monitoring Plan
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BROWN ANDCALDWELL
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A-18
PA136000N 36414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAL\TM 1 Flow Monitoring Plan.doc
WASTEWATER COLLECTION SYSTEM MASTER PLAN
2 . WASTEWATER COLLECTION SYSTEM
FLOW MONITORING SERVICES WET WEATHER SEASON OF
FEBRUARY 2009
Bound and submitted separately by E2 Consulting Engineers, Inc.
May 2009
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Technical Memorandum
201 N. Civic Drive, Suite 115
Walnut Creek, California, 94596
Tel: 925.937.9010
Fax: 925.937.9026
Prepared for: City of Burlingame, California
Project Title: Wastewater Collection System Master Plan
Project No: 136414-3.1
Technical Memorandum No. 3
Subject: Land Use Evaluation
Date: October 15, 2010
To: Donald Chang, PE, Project Manager
From: Christopher Peters, PE, Project Manager
Copy to: Art Morimoto, PE, Assistant Public Works Director
Prepared by: Colin Dudley, PE, Project Engineer, California, License No. C 72777
Alexandra Park, PE, Project Engineer, California, License No. C 64117 �pFESSt ,y"
yQ�y�p"ER,N y
F
�
/"" F c•• Q n
Reviewed by: sss sO/`� '
Exp.
Christoph r Peters, Project Manager
C
Engineer-in-Responsible Charge, California, License No. C 69669
I
Peter Bellows, PE, Brown and Caldwell
California, License No. C 34337
THIS PAGE INTENTIONALLY LEFT BLANK
Technical Memorandum No. 3 Land Use Evaluation
3 . LAND USE EVALUATION
This technical memorandum (TM) describes existing land uses within the City of Burlingame (City). Land use
provides the basis for developing unit wastewater flows and wastewater flow projections for this Wastewater
Collection System Master Plan. Since the City is almost fully developed, this Master Plan evaluates current
land use conditions and does not evaluate a future build-out land use scenario.
3.1 Information Sources
Land use information was assigned to each parcel within the City limits. San Mateo County (County) and
Town of Hillsborough parcels outside of the City limits that are served by the City's collection system will be
accounted for with flow monitor data, and are not included in the land use analysis. Information that was
used to develop the parcel land use information is summarized below.
• Geographical Information System (GIS) Data — The City provided a shapefile containing the County
Tax Assessor's (Assessor's) parcel numbers (APNs), parcel boundary, parcel centroids, and area
information. Other GIS information provided by the City includes shapefiles of the City's zoning district
information, which is polygon-based and is not associated with individual parcels.
■ San Mateo County Parcel Information — Parcel information was received from the City in a Microsoft)
Office Access database including APNs and Assessor's land use codes for parcels within the City limits.
This was the primary source of information used to assign land use to non-residential parcels.
■ City of Burlingame General Plan —The City's General Plan consists of 10 elements, two of which were
used for the land use analysis: the Land Use Element and the Housing Element, adopted in 1969 and
2002, respectively.
■ Burlingame Bayfront Specific Plan —The Burlingame Bayfront Specific Plan, adopted in 2004 and
amended in 2006, guides the development and re-development of the City east of US 101.
■ North Burlingame/Rollins Road Specific Plan — The North Burlingame/Rollins Road Specific Plan,
adopted in 2005 and amended in 2007, clarifies the City land use policy in this area and contains proposed
land use and zoning changes.
• City of Burlingame Title 25 Zoning Code — The Tide 25 Zoning Code provides details of the permitted,
conditional, and prohibited land uses for each of the City's zoning districts. The zoning code was used to
assign master plan land use categories to the City's various zoning districts.
• Aerial Photography — Aerial photography from Google Earth software was used to categorize the land
use of some parcels, originally of unknown land use.
■ City of Burlingame Water and Sewer Billing Information — The City provided water and sewer billing
information from July 2007 to June 2008 This usage information by sewer billing category was used to
determine the master plan land use categories.
BROWN AND CALDWELL
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Technical Memorandum No.3 Land Use Evaluation
3.2 Land Use Consolidation
The various information sources had a variety of land use categories.This section describes how these source
land uses were consolidated into master plan land use categories.
3.2.1 Consolidation Methodology
The land use designations from the sources described in Section 3.1 were consolidated according to the
following methodology:
■ After reviewing land use categories provided in the Assessor's parcel database,the City's General and
Specific Plans,and the City's water and sewer billing data,the land use categories were grouped by
wastewater generation characteristics and consolidated into master plan land use categories.
■ For residential parcels the primary source of information on the parcel land use was the City zoning
ordinance.
■ The Assessor's land use codes were the primary source for the land use of non-residential parcels.The
Assessor's land use codes generally correspond with the City zoning districts for non-residential parcels,
but provide more detail on individual parcels.
■ For non-residential parcels without Assessor's land use codes,the City zoning district was relied upon for
parcel land use.
■ For parcels missing both Assessor's land use codes and City zoning district information,aerial
photography was used to categorize the parcel's land use.
■ Hotels and motels were assigned a separate category because of their high room density and larger
wastewater generation rates.
■ Condominium parcels were included in the medium-high density and high density residential categories
due to their similarity to other high density residential land uses.
■ Non-contributing land uses generate little or no wastewater and include storage facilities,parking lots,
roads,vacant residential parcels,drainage channels,open water and tidal zones,parks,and sports fields.
• Several large parcels associated with San Francisco International Airport and located completely within
San Francisco Bay were removed from the evaluation.
3.2.2 City Zoning Ordinance
The City GIS zoning district information is not parcel-based,but rather polygon-based where large zoning
districts cover numerous parcels.Therefore,the large zoning districts were joined with the individual parcels
contained within each zone,and each zoning district was assigned to a master plan land use category(listed in
Table 3-1) based on its description in the City's General or Specific Plan.Approximately 89 percent of the
parcels within the City are zoned residential,and the City zoning district information was used to classify the
majority of the parcels into the four residential master plan land use categories.
Parcels of non-residential land use were included within the residential zoning districts in the City's GIS
shapefiles.These parcels included schools,parks,city buildings,and other non-residential uses,and were
reclassified using Assessor's land use codes and aerial photography.
3
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Technical Memorandum No.3 Land Use Evaluation
CategoryTable 3-1.Master Plan Land Use
Master Plan Land Use Category City Zoning District Zoning District Description Description Source
Commercial Anza Area(AA) Misc commercial including Title 25 Zoning Code-25.47
restaurants,hotels,offices,retail
and personal services
Anza Point North(APN) Misc commercial including Title 25 Zoning Code-25.48
restaurants,hotels,offices,
recreation facilities,retail and
personal services
C1 Shopping and Service General Plan-Housing Element
C2 Service and Special Sales General Plan-Housing Element
C3 Office use General Plan-Housing Element
Shoreline(SL) Misc commercial including, Title 25 Zoning Code-25.45
recreation facilities,restaurants,
hotels,offices,restricted retail
sales and personal services
Trousdale West(TW) Multi-family residential,offices, Title 25 Zoning Code-25.47
financial institutions,convents and
parish houses,extended stay
hotels
Industrial Anza Point South(APS) Recreation facilities,light industrial Title 25 Zoning Code-25.49
or manufacturing,warehouse,
outdoor storage,service
businesses excluding personal
services,offices
Inner Bayshore(IB) Light industrial or manufacturing, Title 25 Zoning Code-25.43
freight services,office/light
industrial park
Rollins Road(RR) Industrial,freight services,auto Title 25 Zoning Code-25.44
repair and service,parking for fleet
vehicles
Single Family Residential Single Family(R1) <8 Dwelling units per acre General Plan-Housing Element
Medium Density Residential Medium Density(R2) 9 to 20 Dwelling units per acre General Plan-Housing Element
Medium-High Density Residential Medium-High Density(R3) 21-50 Dwelling units per acre General Plan-Housing Element
High Density Residential High Density(R4) >51 Dwelling units per acre General Plan-Housing Element
Mixed Use Commercial Residential(CR) Multi-family residential or mixed General Plan-Housing Element
commercial/residential
3.2.3 County Tax Assessor's Land Use Codes
The non-residential land uses within the City were determined primarily from the Assessor's land use codes
for each parcel.The Assessor's land use codes provide more detail about the specific non-residential land
uses than the City zoning district information.There are 52 Assessor's land use codes within the City limits,
40 of which are non-residential.The 40 non-residential Assessor's land use codes were consolidated into six
of the 10 master plan land use categories based on similar wastewater generation characteristics.The master
plan land use categories and associated Assessor's land use codes are listed in Table 3-2.After the Assessor's
land use codes were consolidated into the master plan land use categories,they were joined with individual
APNs in the City's GIS.
4
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Technical Memorandum No.3 Land Use Evaluation
Within the City limits,81 non-residential parcels were unclassified in the Assessor's land use code.These
parcels were assigned a land use based on their respective zoning district,as described in the City's General
and Specific Plans and Zoning Ordinance as discussed in Section 3.2.2.
CodesTable 3.2.Master Plan Land Use Categories Assignment to Assessor's Land Use
Assessor's
Master Plan Land Use Category Land Use Code Assessor's Land Use Code Description
Commercial 11 Commercial,stores,one story
12 Commercial,store and office combination
13 Commercial,store,office,residential combination
14 Commercial,supermarkets
16 Commercial,shopping centers
17 Commercial,office building,one story
18 Commercial,office building,two+stories
19 Commercial,professional building
21 Commercial,restaurants,lounges,nightclubs
22 Commercial,recreation,sports,health
23 Commercial,financial institutions
24 Commercial,service shops
25 Commercial,service stations,bulk plants
26 Commercial,auto sales,repair,storage
28 Commercial,wholesale outlets
29 Commercial,nursery,private,trade schools
77 Mortuaries,Cemeteries
79 Commercial,industrial,miscellaneous
Industrial 31 Industrial,light manufacturing
32 Industrial,heavy industrial
34 Industrial,packing plants,cotton gins
36 Industrial,food processing
Warehouse 38 Industrial,storage,warehouse
Institutional 64 Recreational,clubs,lodges,dance halls
71 Institutional,churches
72 Institutional,schools
73 Institutional,colleges
74 Institutional,hospitals
75 Institutional,nursing homes,rest homes
76 Institutional,post offices
Hotels and Motels 6 Residential,hotels,motels
BROWN AND CALDWELL
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Technical Memorandum No.3 Land Use Evaluation
CodesTable 3-2.Master Plan Land Use Categories Assignment to Assessor's Land Use
Assessor's
Master Plan Land Use Category Land Use Code Assessor's Land Use Code Description
Non-Contributing 0 Vacant,residential
27 Commercial,parking lots
39 Industrial,storage,open
62 Recreational,airports
69 Recreational,parks
79 Commercial,industrial,miscellaneous (WWTP)
81 Miscellaneous,water companies,radio stations
88 Miscellaneous,highways and streets
3.2.4 Other Methods of Determining Land Use
There were 48 parcels identified as residential by the Assessor's land use codes (see Table 3-3) that were not
identified as such by the City zoning district information.These parcels were assigned a master plan land use
category after reviewing aerial photography and comparing this to their zoning district,34 of which were
indeed residential parcels.
CodesTable 3-3.Assessor's Residential Land Use
Assessor's
Land Use Code Assessor's Land Use Code Description
1 Residential,single family residence
2 Residential,2 units
3 Residential,3 units
4 Residential,4 units
5 Residential,5 or more units
89 Residential,miscellaneous
91 Residential,more than one detached residence
92 Residential,single family residence converted to 2 units
93 Residential,single family residence with duplex or triplex
94 Residential,two duplexes
95 Residential,Other
96 Residential,fourplex plus other units
There were 22 unclassified parcels that had neither an Assessor's land use code nor a zoning district,and were
therefore assigned a master plan land use category after reviewing aerial photography of the City. The
majority of these parcels were determined to be of a non-contributing land use such as parks,drainage ways,
parking lots,roads,and railroad right-of-way.Vacant and other non-contributing land uses identified
otherwise by the zoning information and the Assessor's land use codes were reclassified after reviewing aerial
photography.
BROWN AND CALDWE L 1,
6
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Technical Memorandum No.3 Land Use Evaluation
3.3 Master Plan Land Use
The results of the land use consolidation are shown in Figure 3-1,the land use map for this Master Plan.The
Master Plan land use map was compared to the City of Burlingame General Plan land use map to confirm the
general distribution of land uses.
The City is nearly built out,and any re-development is not expected to significantly change the land use
distribution and wastewater flow projection.Therefore,only the current land use scenario was developed for
this Master Plan.Table 3-4 summarizes the acreage in each of the master plan land use categories.The
majority of the City is single family residential with open space/non-contributing parcels and commercial land
the second and third highest percentage of area,respectively.
Table 3-4.Master Plan Land Use Category Summary
Percent of Total
Master Plan Land Use Category Parcel Count Area(Acres) Area(%)
Commercial 400 240 11
Industrial 65 86 4
Warehouse 130 134 6
Institutional 55 151 7
Hotels and Motels 13 64 3
Single Family Residential 5805 978 44
Medium Density Residential 390 59 3
Medium-High Density Residential 631 123 6
High Density Residential 114 36 2
Mixed Use 14 2 <1
Non-Contributing 209 356 16
Total 7,826 2,229 100
7
PA1360001136414-Burlingame WW Collection System Master Plan16 Master Plan Report\FINAL7M 3 Land Use,doc
BURLINGAME
City of Millbrae
San Francisco Bay \
Wastewater Collection
F
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Burlingame
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Town of Hillsborough Land Use Map
City of San Mateo
ROW N AND
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.++9Wnydata au11-v.M1Y CWNcuon System Ma41e�Wan\GlSmra'.7M Fiqurer:Wexi Use rMyanpuse mm t ast Revision 4,'3±2009
THIS PAGE INTENTIONALLY LEFT BLANK.
BROWN AND CALDWELL Technical Memorandum
201 N. Civic Drive, Suite 115
Walnut Creek,California 94596
Tel:925.937.9010
Fax:925.937.9026
Prepared for: City of Burlingame, California
Project Title: Burlingame Wastewater Collection System Master Plan
Project No: 136414-3.2
Technical Memorandum No. 4
Subject: Dry Weather Flow Projections
Date: October 15, 2010
To: Donald Chang, PE, Project Manager
From: Christopher Peters, PE, Project Manager
Copy to: Art Morimoto, P.E., Assistant Public Works Director
Prepared by: Alexandra Park, PE, Project Engineer, California, License No. C 64117
QRofESS/pay
OpNER M
Reviewed by:
m
Christoph Jr Peters, Project Manager a Pssssof`N "
Engineer-in-Responsible Charge, California, License No. C 69669
Peter Bellows, PE, Brown and Caldwell
California, License No. C 34337
THIS PAGE INTENTIONALLY LEFT BLANK
Technical Memorandum No. 4 Dry Weather Flow Projections
4. DRY WEATHER FLOW PROJECTIONS
This technical memorandum (TM) summarizes the development of the dry weather flow (DWF) projections
for parcels located within the City of Burlingame (City). Flow projections were based on the master plan land
use categories developed in TM 3 — Land Use Evaluation, and will form the foundation for the development
and calibration of the hydraulic model of the City's collection system.
This TM is organized into the following sections:
1. Methodology
2. Wastewater Flow Components
3. Water Billing and Flow Data
4. Point Sources
5. Unit Flow Factors
4.1 Methodology
The City's collection system has two satellite collection systems, the Town of Hillsborough (Hillsborough)
and the San Mateo County Burlingame Hills Sewer Maintenance District (Burlingame Hills), which contribute
flows to the City's collection system at multiple connection points. The City's collection system conveys these
flows from the City boundary to the Burlingame Wastewater Treatment Plant (WWTP). In order to
determine the flows generated within the City boundary, a mass balance is performed using satellite collection
system flows and the WWTP influent flows.
Dry weather unit flow factors are then developed for each land use category using winter water consumption
data. The unit flow factor for the single family residential land use is derived by dwelling unit (flow per
parcel). For medium to high density residential and non-residential land uses, unit flows are derived on a flow
per acre basis. Point sources of wastewater flows have atypical wastewater flows for their land use category,
and are removed from the unit flow calculations to avoid over-inflation of the unit flow factors.
The unit flow factors are then applied to each land use unit (parcel or acre) within the City boundary, and the
point sources are added to develop predicted flows. The difference between the predicted flows (based on
water use) and the measured flows at the WWTP is attributed to dry weather ground water infiltration (GWI).
The unit flow factors and GWI rate form the initial basis for the calibration of the hydraulic model, which
will be addressed in a separate TM.
4.2 Wastewater Flow Components
Wastewater flow generally consists of three components (see Figure 4-1): base sanitary flow (BSF), GWI, and
rainfall dependent infiltration and inflow (RDI/I). DWF is comprised of only BSF and dry weather GWI.
-- BROWN AND CALDWELL
2
PA136000136414-Burlingame WW Collection System Master Plan16 Master Plan Report\FINALITM 4 Dry Weather flow Projections.docx
Technical Memorandum No.4 Dry Weather Flow Projections
Rainfall
RDI/I
0
U_
BSF
GWI
Time
(24 Hours)
Figure 4-1. Wastewater Hydrograph Components
4.2.1 Base Sanitary Flow
BSF is generated from residential,commercial,industrial,and public sources that discharge wastewater into
the collection system.During dry weather,it is the major source of the DWF in the collection system.BSF is
determined from the land use type,and may be impacted by water uses practices such as water conservation.
BSF is typically calculated by applying a distinct unit flow factor to each type of land use.The BSF for this
project was based on the amount of potable water billed to water service customers of each land use category
during the winter months of 2008 by determining the portion of potable water discharged to the collection
system as wastewater.
4.2.1.1 Diurnal Patterns
BSF varies throughout the day,and the pattern of variation depends on land use category.Residential areas,
for example,typically exhibit a diurnal pattern with the lowest flows occurring during early morning hours,
and the highest peak flows occurring mid-morning,with a second peak in the evening.Commercial and
industrial land uses tend to generate a relatively constant flow during working hours,dropping off steeply
between late evening and early morning.Diurnal patterns do not affect the generation of average daily BSF
and DWF,but will play an important role later in calibrating the hydraulic model.
BROWN AND CALDWELL
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Technical Memorandum No.4 Dry Weather Flow Projections
4.2.1.2 Seasonal Variation
Attachment A shows WWTP influent flow meter data in the form of average daily flows for January 2001
through November 2008.There is a consistent variation between dry season and rainy season flows with
higher flows received by the W WTP during the rainy season. Seasonal variations in wastewater flows are
attributed to inflow and infiltration caused by seasonal rainfall patterns in regions like Burlingame where the
population is relatively constant year-round.
4.2.2 Groundwater Infiltration
GWI occurs when groundwater levels are above the collection system pipe inverts,allowing water to enter
the system through faulty joints or other defects.During any given day,GWI comprises a relatively constant
proportion of the total flow entering the system. It can vary significantly from dry season to wet season, and
is higher in the spring after the rainy season than at the end of a dry summer.The amount that dry weather
GWI contributes to the total average daily DWF can be approximated by taking the difference between the
projected and measured DWF in a mass balance.
4.2.3 Rainfall Dependent Infiltration and Inflow
RDI/I occurs during wet weather.Infiltration enters the collection system by the same mechanism as GWI,
and is attributable to a seasonal rise in the groundwater table.The inflow component of RDI/I comes from
surface water and stormwater runoff that enters the collection system largely through manholes,cross
connections with the storm drain system,downspouts,or direct connections to the collection system.The
amount of RDI/I can be characterized for different rainfall events using flow monitoring data from
collection system sub-basins,flow meter data from the WWTP,and precipitation data. RDI/I does not
contribute to dry weather flows,but RDI/I projections will be made later in the Model Development and
Calibration TM.
4.3 Water Billing and Flow Data
Unit flow factors for each land use category were developed using the following data sources:
• City water billing records July 2007 through June 2008).
■ Burlingame WW-fP influent flow data January 2001 through November 2008).
■ Temporary flow monitor data for Hillsborough and Burlingame Hills from flow monitors 4,7,8,9,
and 10 January 2009).
■ Permanent flow monitor data for the Town of Hillsborough from the Floribunda flow monitor
January 2009).
4.3.1 City Water Billing Records
In a non-arid,urban setting such as Burlingame,landscape irrigation and other non-household water uses are
typically at a minimum during wet season winter months,and the amount of municipal water"consumed"
can be consistently correlated with the amount of water returned to the wastewater collection system and is
used to estimate BSF.Although water use is variable throughout the year and summer water use is higher
than winter use,BSF generation is consistent throughout the year.The potable water returned to the
collection system as BSF is typically 80 to 90 percent of winter water use.
The City supplied a monthly water billing summary by land use for the July 2007 through June 2008,and the
water use data covering the 2007-08 winter was correlated to the 11 master plan land use categories described
in TM 3—Land Use Evaluation.
BROWN AND CALDWELL 1
4
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Technical Memorandum No.4 Dry Weather Flow Projections
4.3.2 Wastewater Treatment Plant Flow Data
Flow data from the Burlingame WWTP influent flow meter and the corresponding rain data were provided
for January 2001 through November 2008.No rain occurred during the period of July 1 through
September 30 for all years of data provided.The average WWTP daily flow during this dry period is
summarized by year in Table 4-1.
Table 4-1.Daily Average Dry Weather'WWTP Flow
Year WWTP Average DWF(mgd)
2001 3.59
2002 3.45
2003 3.69
2004 3.58
2005 3.78
2006 3.69
2007 3.45
2008 3.17
'No rain occurred from July 1-Sept 30 for all years of data provided.
Note that the average DWF at the WV TI" was significantly lower in 2008 than in previous years,which
averaged 3.61 mgd.The WWI'P's contract operator,Veolia Water,attributes the drop in flow to voluntary
water conservation.This reduction of flow is not expected to continue in the future,therefore,the 2006/2008
average daily flow of 3.44 mgd was used for the mass balance.
4.3.3 Temporary and Permanent Flow Monitor Data
The City's collection system receives flows from Hillsborough and Burlingame Hills.To estimate the BSF
generated within the City boundary,the flows from Hillsborough and Burlingame Hills are subtracted from
the combined flow at the WWTP. Ideally,WWTP data and flow monitor data from the same dry period is
used for this calculation. However,long term dry weather flow monitoring data is only available at two
Hillsborough connection points,where the Newhall and Floribunda permanent meters are installed.
Therefore,data from the temporary wet weather flow monitors (described in TM 1 —Flow Monitoring Plan)
are also used to estimate the flow entering the City from the satellite collection systems.The permanent and
temporary flow monitor locations are shown on Figure 4-2.There is a small Burlingame Hills area between
flow monitors 3 and 18,but the flow contributed by this area was negligible.
The temporary flow monitors were installed during the 2008/2009 winter to capture wet weather data.To use
this data to estimate BSF,data from a dry period was chosen to represent satellite system flows. No rain
occurred during the temporary flow monitoring period from January 6,2009 to January 21,2009.Therefore,
the flow data from the two week period of January 7,2009 to January 21,2009 was averaged to represent the
average daily Hillsborough and Burlingame Hills flows.This data is summarized in Table 4-2.Note that the
temporary flow monitor 10 is redundant to the permanent Newhall meter,and was installed to verify flows
measured by the permanent meter.
5
PM 360001136414-Burlingame WW Collection System Master Plan16 Master Plan ReportTINALITM 4 Dry Weather Flow Projections.docx
Technical Memorandum No.4 Dry Weather Flow Projections
Table 4-2.Average Daily Hillsborough and Burlingame Hills
Flows during Dry Period'
Average DWF
Flow Monitor Flows Measured (gpd)
FM4 Burlingame Hills 7,000
FM7 Burlingame Hills 188,000
FM8 Town of Hillsborough 73,000
FM9 Town of Hillsborough 44,000
FM10(redundant) Town of Hillsborough 161,000
Newhall Town of Hillsborough 168,000
Floribunda Town of Hillsborough 159,000
'Flow data from the two week period of 1/7/09 to 1/21/09.
4.4 Point Sources
Point sources are large contributors of wastewater flows,and have atypical flows for their land use category.
Point sources are identified and removed from the BSF to avoid over-inflation of the unit flow factors for
each land use category.
The City provided water billing data for the top 50 water users from 2007/2008.The data included customer
account,name,address,annual consumption,and consumption per billing period.The data from the
2007/2008 winter was used to identify the top water users. For water customers with multiple billing
accounts,water consumption was summed.After sorting the top customers high to low by water use,it was
apparent that there was a large gap between the seven highest water customers,who used more than
40,000 gallons per day (gpd), and the next highest water consumer.Therefore,point sources were defined as
customers using more than 40,000 gpd.Point sources and their corresponding DWF rates are shown
in Table 4-3.
Table 4-3.Point Source Summary
Average Daily Water Estimated Average Daily
Customer Name Service Address APN Use(gpd) BSFt(gpd)
Hyatt Regency Burlingame 1333 Bayshore Hwy 026112140 76,338 73,000
Northpark 1050-90 Carolan Avenue 026 231 280 57,807 55,000
Felcor-Hilton site#69520 150 Anza Blvd 026 342 350 49,738 48,000
Marriott Full Sev.#33337C9 1800 Bayshore Hwy 026 282130 41,892 40,000
Sheraton Gateway Hotel SFO 600 Airport Blvd 026 363 490 41,566 39,000
Doubletree Hotel 835 Airport Blvd 026 343 430 41,532 39,000
Burlingame Heathcare Ctr. 1100 Trousdale Drive 025150 080 1 40,262 38,000
Total Estimated Point Source BSF(gpd) 332,000
'This flow is equivalent to 90 percent of water use,rounded to the nearest 1,000 gallons.
The estimated average daily water use shown in Table 4-3 is derived from the maximum of the average day
for the two winter water bills for the months of November/December 2007 and January/February 2008.
Typically wastewater flow is 80 to 90 percent of the total water use.Each customer's contribution to BSF is
based on 95 percent of water consumption resulting in wastewater flow.
6
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BURLI,NGAME
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City of Millbrae eay
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Wastewater Collection
System Master Plan
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' Project No.136414
% Legend
Permanent Flow Monitors
Temppary Satellite Flow Monitors
City limits
Land Use Categories
., Large U•scna,ger
COfnnteroal
y Industrial
Warehouse
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Hotels and Motels
Non Contnbuting
Satellite Sewers
P
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Hillside Dr. aifol� o z=
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Floribunda Figure 4-2
Burlingame Permanent
in and Temporary Satellite
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Town of Hillsborough
City of San Mateo
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Technical Memorandum No.4 Dry Weather Flow Projections
4.5 Unit Flow Factors
Unit flow factors and the rate of GWI were developed based on water billing and wastewater flow data,and
form the initial basis for the calibration of the hydraulic model.
4.5.1 Mass Balance
This section presents the results of the mass balance between BSF and WWTP flow monitoring data.To
estimate the BSF generated within the City boundary,the flows from Hillsborough and Burlingame Hills
were subtracted from the combined flow at the WWTP.Although not all of the incoming flows from
Hisllsborough and Burlingame Hills are accounted for by the flow monitoring data,the unmonitored flows
are considered to be negligible. Flow monitor 10 was positioned as a back-up for the Newhall flow monitor
because the Newhall flow monitor is a depth-only monitor.The Newhall flow monitor and flow monitor
10 flows were similar(within 5 percent),so the temporary flow monitor 10 was used instead of the
permanent Newhall meter to avoid double counting flow.Table 4-4 summarizes the BSF estimate within the
City boundary.
Table 4-4.BSF Generated by the City
Average Daily Flows
(gpd)
WWTP 3,440,000
(subtract:)
Flow Monitor 4 (7,000)
Flow Monitor 7 (188,000)
Flow Monitor 8 (73,000)
Flow Monitor 9 (44,000)
Flow Monitor 10(used instead of Newhall) (161,000)
Floribunda (159,000)
Approximate City Flows(Target) 2,808,000
4.5.2 Unit Flow Factors
Table 4-5 lists the average water use and the wastewater unit flow factors developed for each master plan land
use category.The factors are applied on a per parcel or per acre basis as indicated in Table 4-5.The water
billing land use categories are similar to the master plan land use categories,and Table 4-5 shows the
correlation between the two.A more detailed table showing this correlation is also included in Attachment B.
BROWN AND CALDWELL
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PA136000\136414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAL\TM 4 Dry Weather Flow Projections.docx
Technical Memorandum No.4 Dry Weather Flow Projections
CorrespondingTable 4-5.Average Water Use and by Land Use
Master Plan Land Use Wastewater
Category Water Billing Land Uses Average Water Use Unit Flow Factor'
Single Family Residential Single Family 170 gpd per parcel 170 gpd per parcel
Mixed Use Not a Water Billing category nla gpd per acre - gpd per acre
Medium Density Residential Duplex 1,270 gpd per acre 1,200 gpd per acre
Med-High Density Residential Not a Water Billing category nla gpd per acre - gpd per acre
High Density Residential Multifamily 5,410 gpd per acre 5,140 gpd per acre
Institutional Hospitals&Institutional 450 gpd per acre 430 gpd per acre
Commercial Commercial and Food Related 1,140 gpd per acre 1,090 gpd per acre
Industrial Industrial 440 gpd per acre 420 gpd per acre
Hotels,Motels Hotel with and without restaurant 5,580 gpd per acre 5,300 gpd per acre
Warehouse I Corp.Yard 470 gpd per acre 450 1 gpd per acre
+Typically calculated as 95 percent of the winter water consumption.
There were two master plan land use categories that were difficult to extract from the water billing land use:
"Mixed Use" and"Medium-High Density Residential." As described in TM 3—Land Use Evaluation, the
medium-high density land use is 21 to 50 dwelling units per acre and the high density is 50 dwelling units per
acre and above. Assuming an average of 35 dwelling units per acre for medium-high density parcels,the unit
flow factor was estimated to be approximately 70 percent(35/50) of the high-density parcel unit flow factor.
The preliminary unit flow factors' are presented below in Table 4-6,and form the initial basis for calibration
of the hydraulic model. As shown in Table 4-6,a BSF for the City of 2.49 mgd was predicted by applying the
unit flow factors to the land use units and adding the point source flows. Predicted flows are approximately
11.4 percent less than measured flows at the YYA= (2.81 mgd),a quantity contributed to dry weather GXV1.
Should it become necessary to modify the factors shown in Table 4-6 in order to facilitate hydraulic model
calibration,such changes will be documented in the Model Development and Calibration TM.
r These flow factors should be considered preliminary;the ability to calibrate the model may require that they be revised,along with
the estimated point source flows.
9
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Technical Memorandum No.4 Dry Weather Flow Projections
Table . . , EstimatedD
Unit Flow Acres or
Land Use Category Factor Unit Parcels Total BSF(gpd)
Single Family Residential 170 gpd per parcel 5,805 987,000
Mixed Use 1,500 gpd per acre 1.5 2,000
Multi-Family Residential(med density) 1,200 gpd per acre 59 71,000
Multi-Family Residential(med-high density) 3,300 gpd per acre 123 406,000
Multi-Family Residential(high density) 5,140 gpd per acre 25 126,000
Institutional 430 gpd per acre 150 65,000
Commercial 1,090 gpd per acre 237 258,000
Industrial 420 gpd per acre 86 36,000
Hotels,Motels 5,300 gpd per acre 28 146,000
Warehouse 450 gpd per acre 134 60,000
Point Sources (See Table 4-3) gpd 7 sources 332,000
TOTAL Predicted 2,489,000
Target at WWTP(from Section 4.5.1) 2,808,000
Percent Difference(GWI) 11.4% 319,000
1
I
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Dry Weather Flow Projections
ATTACHMENT A: BURLINGAME WWTP FLOW, SEASONAL VARIATION
BROWN ANDCALDWELL
A
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Attachment A
Burlingame WWTP Flow, Seasonal Variation
WWTP\WWTP Flow
12.5
10.0 -
'i
7.5 -
LL i!I
5.0 -- -- -
al
I
2.5
2001 2002 2003 2004 2005 2006 2007 2008
Date
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Dry Weather Flow Projections
ATTACHMENT B : BURLINGAME WATER BILLING SUMMARY
BROWN AND ,m
B
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Attachment B
Burlingame Water Billing Summary
BC Water Billing As of Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun
Category Category 6-08 Code Description 2007 2007 2007 2007 2007 2007 2008 2008 2008 2008 2008 2008 Total
Water Consumption By Sewer Code in Hundreds of Gallons
COMMERCIAL COMMERCIAL 402 Et LIGHT COMMERCIAL 70,4221 91,723 74,7231 82,756 69,025 43,980 59,112 40,787 57,521 54,967 64,684 68,393 778,093
COMMERCIAL COMMERCIAL 8 E3 BARS 1,826 216 2,374174 2,203 0 2,404 0 1,831 0 1,619 0 12,647
COMMERCIAL COMMERCIAL 61 E5 TO RELATED 10,768 3,406 12,858 2,752 10,656 1,831 8,728 1,204 8,362 2,345 9,380 3,364 75,654
COMMERCIAL COMMERCIAL 6 E6 LAUNDROMATS 7,791 202 7,895 0 7,258 36 7,909 0 7,656 0 8,603 0 47,350
COMMERCIAL COMMERCIAL 7 E7 CAR WASH 10,956 186 10,638 191 8,603 187 5,968 262 9,658 188 9,501 158 56,496
COMMERCIAL FOOD RELATED 30 D1 LARGE RESTAURANT 20,252 22,159 20,535 21,289 19,194 20,441 18,815 20,589 18,316 21,103 19,088 25,062 246,843
COMMERCIAL FOOD RELATED 44 D2 SMALL RESTAURANT 16,240 1,872 17,116 1,800 18,372 1,630 17,899 2,445 16,429 1,902 17,004 1,761 114,470
COMMERCIAL FOOD RELATED 6 D3 CATERING 48 6,883 28 5,619 44 4,910 41 4,377 26 4,366 26 5,014 31,382
COMMERCIAL FOOD RELATED 7 D4 BAKERIES 2,671 7,559 2,753 7,339 2,7361 6,076 2,956 5,687 2,663 5,781 2,705 7,631 56,557
COMMERCIAL FOOD RELATED 4 D7 LARGE MARKETS 2,772 1,864 2,8551 1,902 3,4941 1,672 3,269 1,901 3,274 1,840 3,359 1,835 30,037
575 1127,1011 77,252 125,736
i
Hotel COMMERCIAL 4 E9 HOTEL W/O RESTAURANT 1,548 7,014 1,785 6,391 1,952 5,026 2,009 4,763 1,971 5,788 2,071 6,646 46,964
Hotel INDUSTRIAL 201C1 HOTEL W/RESTAURANT 8,400 237,223 0 215,784 3 174,960 0 192,115 0 190,690 0 202,992 1,222,167
24 2,0091196,8781 1,971
INDUSTRIAL INDUSTRIAL 5 C2 COMMAND.LAUNDRIES 806 3,6171 798 3,441 779 24,971 526 25,815 710 27,980 609 27,859 117,911
INDUSTRIAL INDUSTRIAL 241 C4 INDUSTRIAL 1,897 144,262 1,976 138,924 1,269 100,918 1,041 101,270 1,234 104,152 1,411 136,563 734,917
INDUSTRIAL INDUSTRIAL 3 E2 MORTUARY 654 0 1,327 0 1,081 0 1,225 0 1,098 0 1,194 0 6,579
INDUSTRIAL INDUSTRIAL 4 D6 CHOCOLATE MANUFACT. 0 20,012 0 23,322 0 19,913 0 20,488 0 20,257 0 16,145 120,137
253 2,797,5731 3,042
INSTITUTIONAL COMMERCIAL 4 ES COMM CONVALESCENT 20,165 3,854 22,930 3,841 22,645 2,329 24,560 59 20,339 9 18,733 59 139,523
INSTITUTIONAL COMMERCIAL 41P I PENINSULA HOSPITAL 0 5,394 0 4,500 0 3,300 0 6,735 0 4,020 0 4,946 28,895
INSTITUTIONAL INSTITUTIONAL 2211`2 ISCHOOLS 13,8851 10,432 16,855 11,800 14,109 9,352 7,239 8,921 3,626 8,367 5,284 12,685 122,555
INSTITUTIONAL INSTITUTIONAL 251F4 ICHURCHES 5,3241 6,191 4,810 7,678 6,043 6,429 3,044 4,083 2,565 3,373 3,501 6,172 59,213
INSTITUTIONAL INSTITUTIONAL 1 IN1 I CITY HALL 1,545 0 1,768 0 723 0 279 0 271 0 1,176 0 5,762
INSTITUTIONAL INSTITUTIONAL 1 N2 POLICE 688 0 753 0 370 0 359 0 504 0 466 0 3,140
INSTITUTIONAL INSTITUTIONAL 6 N5 RECREATION 9,706 451 10,949 423 8,051 348 6,859 280 5,807 425 8,519 3651 52,183
INSTITUTIONAL INSTITUTIONAL 3 N7 LIBRARY 1,098 88 1,143 91 777 54 456 17 495 43 672 86 5,020
INSTITUTIONAL INSTITUTIONAL 3 N8 FIRE 773 748 779 667 681 564 711 590 638 572 707 652 8,082
69 1 43,5071 20,6851 34,245
High Density MULTIFAMILY 8 M8 CONVALESCENT HOSP 3,109 269 3,290 772 2,866 333 2,671 293 2,340 312 3,210 350 19,815
High Density MULTIFAMILY 737,M1 MULTIFAMILY 374,231 105,176 392,338 107,555 361,440 97,934 332,014 99,106 316,626 104,320 356,832 108,711 2,756,283
Medium Density RESIDENTIAL 431 B5 DUPLEX 42,628 22,564 45,1181 21,475 35,976 16,170 29,553 14,569 27,240 16,474 37,172 22,106 331,045
Single Family RESIDENTIAL 5,994 B1 SINGLE FAMILY 659,983 720,933 !1.045
076 676,695 477,398 422,460 332,150 304,013 280,684 394,968 499,490 645,045 6,078,895
Warehouse INSTITUTIONAL 17 N4 CORP.YARD 966 5,157 3.8851 1,364 3,473 1,771 2,927 1,857 3,077 2,441 4,361 32,324
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BROWN AND CALDWELL Technical Memorandum
201 N. Civic Drive, Suite 115
Walnut Creek, California 94596
Tel: 925.937.9010
Fax: 925.937.9026
Prepared for: City of Burlingame, California
Project Title: Burlingame Wastewater Collection System Master Plan
Project No: 136414-4.5
Technical Memorandum No. 5
Subject: Hydraulic Model Development and System Performance Evaluation
Date: October 15, 2010
To: Donald Chang, PE, Project Manager
Copy to: Art Morimoto, PE, Assistant Public Works Director
Prepared by: Colin Dudley, PE, Project Engineer, California, License No. C 72777
Lani Good, PE, Senior Engineer, California, License No. C 73677
fPoFESSO
�O9"ER 4f o F2
�A'/
Reviewed by: ° �;
s 69669 U)
Christopher Peters, Project Manager Exp. °/i
Engineer-in-Responsible Charge, California, License No. C 69669
srq o(17
Peter Bellows, PE, Brown and Caldwell
California, License No. C 34337
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Technical Memorandum No. 5 Hydraulic Model Development and System Performance Evaluation
5 . HYDRAULIC MODEL DEVELOPMENT AND SYSTEM
PERFORMANCE EVALUATION
This technical memorandum (TM) summarizes the development of the hydraulic model and system
performance evaluation for the City of Burlingame (City) wastewater collection system. The development of
the hydraulic model was based on flow projections developed in TM 4 — Dry Weather Flow Projections. The
system performance evaluation forms the foundation of the capital improvement plan for the collection
system.
This TM is organized into the following sections:
1. Hydraulic Model Selection
2. Data Sources
3. Methodology
4. Model Network Development
5. Model Flow Development
6. Dry Weather Model Calibration
7. Wet Weather Model Calibration
8. Existing System Performance Evaluation
5.1 Hydraulic Model Selection
A dynamic hydraulic model is essential for evaluating the hydraulics of the City's collection system, which has
surcharged pipes, many pump stations, and numerous flow splits. InfoWorksTM CS was selected as the
modeling software package because it is a fully dynamic hydraulic modeling program able to model
complicated collection systems with multiple flow splits and in-line storage. It has a robust user interface,
accurate and stable hydraulic engine, and the ability to model inflow and infiltration (I/I) via R-factor analysis.
InfoWorksTM CS imports sewer data directly from an existing database, and is currently used by a number of
Bay Area municipalities including San Jose, San Francisco, and San Mateo.
5.2 Data Sources
The City's collection system Graphic Information System (GIS) was the main data source for the model
network components and parcels. Additional data sources included record drawings, sewer block maps, and
City responses to specific requests for flow split and pump station information.
Graphic Information System (GIS) shapefiles with a date stamp of February 10, 2009 were provided by the
City and imported directly into the hydraulic model to form the basis of the network's mains and manholes.
GIS information for a total of 2,492 sewer mains included: asset ID, upstream and downstream manhole IDs,
invert elevations, length, and diameter. GIS information for a total of 2,441 manholes included: asset ID, rim
elevation, location coordinates, and diameter. GIS 2-foot topography contours were used for the
interpolation of incomplete rim elevations.
Sewer Block Maps dated March 1987 were provided by the City. The block maps include pipe and manhole
information; however, they do not reflect recent system improvements, including the record and construction
drawings listed below.
BROWN AND CALDWELL
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Record and Construction Drawings of recent improvement projects were provided by the City.Updated
information was incorporated into the model upon cursory review of the following record and construction
drawings:
• Burlinghome Subdivision Sewer Rehabilitation Project Phase I and II,August 2008. (As-Built Drawings).
• California Drive and Oak Grove Avenue Area Sewer Improvement and Rehabilitation Project Phase 1,
November 2008. (Record Drawings).
• California Drive and Oak Grove Avenue Area Sewer Improvement and Rehabilitation Project Phase 2,
May 2008 (Bid Set).
■ City of Burlingame Rollins Road Sewer Upgrade Project,Pipeline and Pump Station,City Projects 9853
and 9947,July 2000. (Construction Drawings).
■ El Camino Real Sewer Rehabilitation,Hillside Drive to Easton Drive,December 1995. (Record
Drawings).
Pump Station Information was supplied by the City in response to specific data requests. Information
included wet well dimensions,on/off level controls,pump speed(fixed vs.variable),horsepower,
approximate flow rates (based on City draw-down tests),and normal operation modes.
Flow Monitoring(FM)Data was collected between December 30,2008 and March 10,2009 at 19 FM sites
throughout the collection system,as presented in TM 2.
5.3 Methodology
The hydraulic model was developed by importing and validating the collection system network,allocating unit
base sanitary flow(BSF) and ground water infiltration(GWI) (developed in TM 4) to the network,applying
wastewater diurnal patterns based on land use,and then calibrating the model to both dry and wet weather
precipitation and flow monitoring data collected during the winter of 2009.
5.4 Model Network Development
The hydraulic model consists of conduits (pipes),nodes (manholes),pump stations,and subcatchments.This
section defines these components and their attributes,explains how attribute values were determined,and
summarizes the process used to identify and correct missing and suspect data.
5.4.1 Conduits and Nodes
The network pipes and manholes were imported directly from the City GIS files listed above.All pipes
having valid(non-zero) upstream and downstream invert information in GIS were automatically included in
the model regardless of diameter or location.All gravity mains were assigned Manning's friction
factor n= 0.013.
Figure 5-1 shows the location and diameter of modeled gravity mains.Approximately 86 percent of the total
length of pipe in the collection system was included in the model.
5.4.1.1 Incomplete or Inconsistent Data
A number of GIS elements had either incomplete or inconsistent data(see Table 5-1) and were either
excluded from the hydraulic model or corrected during the model development.
BROWN AND CALDWELL 2
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
IncompleteTable 5-1.GIS Data
Number of Incomplete or
GIS Element Inconsistent Elements Percent of Total
Sewer Up/Downstream Manhole IDs 32 1
Invert Elevation 739 30
Sewer Diameter 23 1
Manhole Rim Elevation 637 26
Manhole Diameter 1,907 78
When GIS information was unavailable,pipes and manholes were excluded from the model network if they
were terminal pipes (the most upstream) and their absence had a negligible effect on the system flow loading.
Initial continuity checks also corrected pipes where upstream and downstream manhole IDs were incorrect or
reversed.
For the remaining pipes,missing or inconsistent invert elevations and pipe diameters were either interpolated
from upstream and downstream pipes,provided by the other data source documents discussed previously,or
provided by the City in response to specific requests for information.For example,a single 6-inch diameter
pipe reach within a 15-inch trunk sewer was adjusted to 15-inch diameter.
Missing manhole rim elevations were interpolated from 2-foot GIS topographic contours. Generally,the
interpolated elevations were found to be within±0.5 feet of known rim elevations. Missing manhole
diameters were interpolated as three to seven feet in diameter,depending on the sewer diameter.
During early model simulations,approximately 140 pipes were found to have irregular invert data,resulting in
adverse grades and creating a discontinuous hydraulic model. In these cases,invert elevations were adjusted
to City-supplied information or to interpolated elevations.
5.4.2 Flow Splits
Flow splits are manholes with two or more outlet pipes. Flow splits occurring within a basin have little effect
on system flows;however,two flow splits in Sanchez Avenue were identified that are expected to have a
significant effect on flow routing:
■ Manhole E5-21058 in the 6-inch sewer in Sanchez Avenue at the intersection of Newhall Road has a
6-inch bypass connection from the 8-inch parallel sewer owned by the Town of Hillsborough.This bypass
connection appears to only be active during wet weather.
■ Manhole D5-21043 in the 10-inch sewer located in Sanchez Avenue between Paloma and Laguna
Avenues splits flow between the 10-inch sewer in Sanchez Avenue and a 10-inch easement sewer to the
north.
5.4.3 Pump Stations and Forcemains
Pump stations were included in the model with the exception of the Rollins Road Pump Station which
pumps directly to the wastewater treatment plant(W M).Pump station characteristics and operating
parameters were supplied by the City,and are summarized in Table 5-2.
BROWN AND CALDWELL-*
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Table 5-2.Pump Station Information
Wet Well Dimensions Operating Level(ft) Estimated
Pump (Diameter x Depth) No.of Pumps Motor Firm Capacity*
Station Location (ft) (incl.standby) On Off Speed (mgd)
399 Rollins 399 Rollins Road 6 x 17 2 6.2 2.6 Fixed 0.88
1740 Rollins 1740 Rollins Road 21"x 19 3 3.2 1.8 Fixed 1.44
Mitten 1775 Gilbreth Road 10x 16 2 4.5,5 Lag 2.5 Fixed 0.48
Gilbreth 1628 Gilbreth Road 9 x 17.5 2 5.4 2.7 Fixed 0.59
Hyatt 1301 Bayshore Highway 6 x 25 2 5.0 2.5 Fixed 0.28
Airport Rd. 710 Airport Boulevard 7.5 x 17.5 2 5.0 3.2 Variable 0.27
*Firm capacity was estimated by the City based on totalizing flow meters and field draw-down tests with one pump out of service.
-1740 Rollins Pump Station has both wet and dry wells within the circular well.The wet well volume is half the dimensions shown above.
Pump station modeling parameters (fixed speed or variable speed motors,on/off levels,wet well dimensions,
forcemain configuration,etc.)were set to reflect normal operating conditions as closely as possible.During
both dry weather and wet weather simulations,all pumping stations were modeled at their firm pumping
capacity with one pump out of service.
Fixed speed pumps were set to operate on the level controls listed in Table 5-2.The variable speed pumps at
the Airport Road Pump Station were modeled as fixed speed pumps operating at their maximum variable
speed capacity(with one pump out of service) to represent the pump station's firm pumping capacity.
The pump stations and forcemain configurations that were included in the hydraulic model are shown on
Figure 5-1.For forcemains,InfoWorksTM CS calculates equivalent Hazen-Williams friction factors based on
the assigned Manning's friction factor(n=0.013)using a relationship from the EPA's Storm Water
Management Model(SWMM)Version 5.
5.5 Model Flow Development
Typically,wastewater consists of three components:BSF,GWI,and rainfall dependent infiltration and inflow
(RDI/I).BSF and GWI during dry weather are discussed in TM 4. GWI can vary seasonally as rainfall causes
localized groundwater levels to rise during the winter.This phenomenon occurs within the City,and results in
increased GWI in some areas during wet weather.RDI/I also occurs during wet weather conditions and
generally causes the wastewater flow to substantially increase.Together,BSF,wet weather GWI,and RDI/I
constitute wet weather flow.
5.5.1 Flow Allocation
Wastewater flows were allocated to the collection system by loading the flows generated by each parcel to a
manhole based on GIS sewer lateral locations where available,or the proximity of the parcel to the nearest
manhole.
After manhole assignment,the wastewater flow load from each parcel was calculated using the unit flow
factors and point source loads presented in TM 4.Parcels sharing common land uses and input nodes were
grouped into subcatchments and input into the model as a single element.The summation of subcatchment
loads is the total load at each manhole.
Land uses within the City limits are described in TM 4. For parcels located within the Town of Hillsborough
and the Burlingame Hills Sewer Maintenance District(SMD) San Mateo County Tax Assessor's land use
BROWN
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
codes were used to define single family residential,medium density residential,institutional,and non-
contributing parcels,and wastewater unit flow factors were applied as described above.
5.6 Dry Weather Model Calibration
Once the network and subcatchments were developed,the hydraulic model was calibrated to metered flows
collected during the winter of 2009 and at the WWTP.The starting point for calibration was based on the
BSF,as presented in TM 4,and diurnal curves.The calibration process sought to match modeled peak flows
and volumes to observed data at the 19 FM sites and by projecting BSF,distributing GWI,and matching the
shape of FM hydrographs.
5.6.1 Flow Data
FM data was collected between December 30,2008 and March 10,2009 at 19 FM sites throughout the
collection system,with beginning and ending dates varying slightly.No significant precipitation was recorded
during the period from January 3 to January 20;therefore,Thursday,January 15,2009 was selected as the dry
weather calibration day.Detailed FM site information is presented in TM 2,and FM locations are shown on
Figure 5-1.
5.6.2 BSF Calibration
The objective of BSF calibration was to correlate the modeled hydrographs with the shape and magnitude of
the observed hydrographs at each FM location by manipulating the unit flow factors and diurnal patterns
until modeled flows match observed flows reasonably well.
Diurnal patterns are used to account for the typical variation in flow during a day. Initially,weekday and
weekend diurnal flow patterns were developed from flow monitor(FM)data or typical patterns for three
categories of land use:residential,commercial,and hotels.FM basin 1 is almost exclusively residential and
was,therefore,used to develop the initial residential diurnal pattern by averaging BSF hourly peaking factors
from multiple days.Typical commercial and hotel diurnal patterns were applied to the model since FM data
was not available exclusively for these land uses.
Single-family residential(SFR) parcels account for the largest proportion of flow in the City's collection
system. Once the model was run with the initial loads and diurnal patterns,FM basin 1 was analyzed for SFR
flow factors.As a result of this analysis,the residential diurnal pattern and the SFR flow factor of 170 gpd per
parcel were confirmed.However;the predicted flows varied significantly from observed flows for several FM
basins in the portion of City in the hills with lower SFR densities,in the Burlingame Hills SMD,and the
Town of Hillsborough.Therefore,the unit flow factors were calibrated and additional diurnal patterns were
developed for FM basins 3,4,7,8,and portions of the Town of Hillsborough.
The weekday diurnal patterns were applied to the model subcatchments by land use,and are shown on Figure
5-2.Table 5-3 lists the calibrated BSF factors for each land use category and the diurnal pattern applied for
each area.
BROWN AND CALDWELL
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BURLINGAME
J e°i
s
�o
Mitten PS o'Sgs
Wastewater Collection
System Master Plan
1740 Rollins PS /PS ilbrel PS San Francisco Bay Project No.136414
Gh
City of Millbrae y LLeclend
�yjp•.^ • Flow Monitor Location
p' Satellite System
° o< \ / r C
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Jea �c� Hyatt PS
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.�� _/J/ /� Model Outfall
. WWTP
. \\/ Burlingame Parcels
17^ 15 Rollins Rd.Ps(Not Modeled) Airport Rd.PS Burlingame City Limits
` •
16 14 Sanitary Sewers
- 6 a�C> • 13 _ 399 Rollins PS ......••Forcemains
��°°
5 Inactive Forcema ins
\
6-inch
8-inch
\ \ ,. ¢�° 10-inch
s 18 3 $\\\' G°.F >0110 oai o ° —.- 12 to 14-inch
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0 15-inch
Go Pe.
18-Inch
R7�, Floribunda Q�c 21-inch
Burlingame 24-inch
ado Hills —27-inch
(SMD)
�V City of San Mateo i 30-inch or Larger
Town of Hillsborough
Figure 5-1
Model Network
N
'
A
0 750 1,500 3,000
Last Revision 12/17/2009
Scale in Feet
1 360=1 414- Ain t r n\ IS\mx T \Model D-1--t TM\M del N,, a*d
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
2.5
I
2
LL
Q
3
0
G_ 1.5
21
0
X
0
0
U 1
LL
rn
c
Y
l0
d
a
0.5
0
00:00 03:00 06:00 09:00 12:00 15:00 18:00 21:00 00:00
Time
—Residential—Burlingame Hills—North Hillsborough—Central Hillsborough—Commercial—Hotel;
Figure 5-2.Weekday Diurnal Patterns
Table 5-3.Calibrated Unit Flow Factors
Unit Calibrated
Flow Flow
Land Use Category Factor Factor Unit Diurnal Pattern
Single Family Residential 170 170 gpd per parcel Residential
Single Family Residential–City of Burlingame(FM 3 and FM 4*) 170 170 gpd per parcel Burlingame Hills
Single Family Residential–Burlingame Hills SMD(FM 7 and FM 4*) 170 420 gpd per parcel Burlingame Hills
Single Family Residential–Town of Hillsborough(FM 8) 170 275 gpd per parcel North Hillsborough
Single Family Residential–Town of Hillsborough(Newhall Meter) 170 210 gpd per parcel Central Hillsborough
Mixed Use 1,500 1,500 gpd per acre Commercial
Multi-Family Residential(Med Density) 1,200 1,200 gpd per acre Residential
Multi-Family Residential(Med-high Density) 3,300 3,300 gpd per acre Residential
Multi-Family Residential(High Density) 5,140 5,140 gpd per acre Residential
Institutional 430 430 gpd per acre Commercial
Commercial 1,090 1,090 gpd per acre Commercial
Industrial 420 420 gpd per acre Commercial
Hotels,Motels 5,300 5,300 gpd per acre Hotel
Warehouse 450 450 gpd per acre Commercial
`FM basin 4 is a very small basin with flow characteristics similar to both FM basins 3 and 7,and is modeled as a mix of both.
BROWN AND CALDWELL
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The area east of Highway 101 flows directly to the WW IP via multiple pump stations and was not metered.
The BSF from this area was estimated by the unit flow factors and point source loads developed in TM 4.
5.6.3 Dry Weather GWI Calibration
The flow attributed to GWI was roughly equivalent to the difference between the low(early morning)
metered flow and model BSF. For basins where there was a difference,a constant flow of GWI was added to
the subcatchments in the corresponding FM basin.The location of each FM basin and the dry weather GWI
flows for each basin are shown in Figure 5-4.The total,system-wide dry weather GWI was determined to be
0.62 mgd.
5.6.4 Observed vs. Modeled Results
The dry weather calibration was carried out by comparing modeled results with metered data from the flow
monitoring period described above.An example of the metered vs. calibration hydrographs is shown in
Figure 5-3 (reported at a one hour time step).The dry weather calibration hydrograph for each meter is
located in Attachment A.
0.5
0.4
03
E
3
0
LL 0.2
0.1 - -
0
0 3 6 9 12 15 18 21 24
Hour(1115109)
Metered Flow Calibrated Model
Figure 5-3.Dry Weather Calibration at FM 17
Comparisons of metered vs.modeled average dry weather flow(ADWF) and peak dry weather flow(PDWF)
are presented in Table 5-4.The target accuracy range for peak flow calibration is typically±15 percent.The
total model BSF load was 3.06 mgd,the GWI load was 0.62 mgd,and the overall total system loading was
3.68 mgd.
BROWN ANDCALDWELL
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Table 5-4.Dry Weather Calibration Results
ADWF(mgd) PDWF(mgd)
Flow Percent Percent
Monitor Observed Modeled Difference Observed Modeled Difference Observations
1 0.24 0.24 0 0.43 0.42 -2
2 0.11 0.10 -9 0.18 0.17 -6
3 0.10 0.10 0 0.15 0.13 -13 Used only for dry weather calibration for the
FM Basin 3.
4 0.006 0.007 17 0.019 0.014 -26 DWF too low to be accurately recorded.
5 0.21 0.17 -19 0.45 0.27 -40 Highly variable DWF.Calibrates well on
other days.
6 0.21 0.27 29 0.40 0.45 13
7 0.20 0.16 -20 0.32 0.26 -19 Institutional parcel may be contributing
higher flows.
8 0.07 0.07 0 0.14 0.14 0
9 0.045 0.042 -7 0.061 0.056 -8
10 0.17 0.18 6 0.28 0.28 0
11 0.65 0.58 -11 0.78 0.77 -1
13 0.17 0.18 6 0.22 0.29 32 Variable DWF.Calibrates well on other
days.
14 1.00 1.23 23 1.88 1.83 -3
15 1.76 1.47 -16 3.21 2.32 -28 Flows are influenced by the Mitten PS.
16 0.13 0.19 46 0.21 0.29 38 Possible unidentified flow split.
17 0.26 0.25 -4 0.39 0.36 -8
18 Used only for wet weather calibration for
FM Basin 3.
Floribunda 0.17 0.14 -18 0.26 0.24 -8
WWTP 3.03 3.68 21 5.60 6.53 17 Inaccuracies with permanent WWTP FM.
During the dry weather flow monitoring period,there was an unaccounted for loss in flows from FM 10
(observed ADWF = 0.17 mgd) to FM 16 (observed ADWF= 0.13),which could not be replicated in the
model. The flow monitoring data for FM 16 appears to be reasonable,and standard meter deviations cannot
account for the approximately 25 percent discrepancy in flows between FM 10 and FM 16. Record drawing
research and City field investigations could not identify an alternate sewer routing to account for the flow
loss,and a mass balance of metered flows did not reveal additional unaccounted-for flows in another meter.
Additional field investigations such as smoke testing and/or dye testing are required to determine the reason
for the loss in flow in Sanchez Avenue.
Calibration of modeled flows to\YAXITP permanent meter data revealed possible inaccuracies in the
permanent meter at the`X%XITP.As discussed in TM 4,the ADXVF at the)�X1TP was significantly lower
in 2008 and 2009 than in previous years,which averaged 3.64 mgd (for 2005 through 2007).Additionally, the
temporary flow monitors recorded higher volumes than the W%STP flow meter for the same time period,
indicating that the permanent meter at the',.v,kVfP may not be properly calibrated or may have other
inaccuracies.
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
5.7 Wet Weather Model Calibration
Wet weather model calibration involves estimating the amount of I/I that enters the collection system during
a storm event,spatially distributing the total I/I amount throughout the collection system area,and then
adjusting modeling parameters until modeled flows match observed flows at specified points within an
acceptable margin of error.
5.7.1 Flow Data
The three-day period of February 14,15,and 16,2009 was selected as the wet weather calibration period,
with significant rainfall(a total of 2.9 inches,with a peak hourly rainfall of 0.25 inches/hour)occurring
between 3:00 am on February 15 and 10:00 am on February 16.This period was selected because data from
the FMs showed that rainfall during that period caused the highest peak at most of the FM sites.The storm
event on March 2,2009 was used to verify the wet weather calibration.
5.7.2 Wet Weather GWI Calibration
Significant rainfall events during the FM period began around February 5,2009 and continued to
March 5,2009,and caused a slight rise in the minimum flows observed afterwards.During the days between
those early rains and the calibration storm,the shape and magnitude of the diurnal patterns returned to
normal,but were transposed slightly higher up the Y-axis,indicating an increase in wet weather GWI. For
that reason,wet weather GWI factors were developed and applied to the network for the wet weather
calibration.
5.7.3 R-factor Calibration
Subcatchment RDI/I factors were input into the model in the form of an R-factor,which is the percentage of
rainfall volume that reaches the collection system. RDI/I varies between sewer basins depending on many
different localized conditions such as pipe condition,ground surface (permeable vs.impermeable),number of
connections,etc.
R-factors are divided between fast,medium,and slow runoff surfaces (see Figure 5-5) that determine how
fast RDI/I enters the system.During calibration,the percentage of rainfall assigned to each surface was
manipulated to change the shape of each FM basin hydrograph.The process of manipulating the runoff
surfaces was iterative,and was repeated until the modeled hydrograph corresponded reasonably well with the
observed hydrograph.
I
BROWN AND CALDWELL
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Sayshore ry . -
u.� San Francisco Bay BURLINGAME
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Din Source
quivalent to
,.-
City of Millbrae Acres R-39 as• ^- � Wastewater Collection
��eJ FMr15y��'.
ea R-7B J 'r, System Master Plan
oTP Project No.136414
VWW
` FM 2
Rs1� Legend
is
i 17, • Flow Monitor Location
RM 9.2 s�� �� 16 13 1a Parcels
FM
�_ QBurlingame City Limits
,,', , Flow Monitor Basin
F z ';. 5cfyT►FM1��,, �,' �MGVN'�,, ♦, ®Unmonitored
R,F� ,Y, 8' R ,' Rte,3 � �11 whet G""- •♦♦♦,,,, 1
�� 18 39mtiwetGNA� oc `w.cGrH�o 1o.�,,s��Pi ♦ ♦ �2
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RM 7.1 BUr1In9i1118 FM8 RM:7�i(�� , FM 11 ♦♦♦ C =6
-D.0 HIIIS R=5.7 ♦ =0.02 Dry GWI-0.♦ a/f0�
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lay GNA .0 6 10
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Dry Vr1=0
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City of San Mateo 13
. 14
15
16
Town of Hlllsborouph , 17
" Floribunda
Figure 5-4
Notes:
N Calibration Factors
R-Factors in percent of rainfall volume n � I
GWI in million gallons per day(mgd) /.T 1 r
N.T.S.
1
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Fast
3
0
w
c
Medium
Slow
Time
Figure 5-5.Typical RDI Hydrograph Components:Runoff Surfaces
FMs 3, 5,and 8 showed anomalies in data during wet weather flows.Both FM 3 and FM 18 monitored the
FM basin 3,with FM 18 located immediately upstream of FM 3. Flow velocities were high at FM 3,
particularly during wet weather events,due to the steep grade just upstream of its location.High velocity can
affect the accuracy of flow meters;therefore,FM 18 was used for wet weather calibration of the FM 3 basin
when velocities peaked.
FM 8 also had data anomalies that occurred during wet weather events.Data from FM 8 showed low
velocities and high water level,which indicates that the meter experienced backwater from a potential
downstream obstruction such as roots,grease,pipe collapse,etc.The FM 8 basin was located adjacent to the
FM 7 basin and was comprised of parcels of similar size and land use.Therefore,the calibrated R-factor for
the FM 7 basin was applied to the FM 8 basin.
FM 5 lacked data for the wet weather calibration period (February 14-16,2009),but had data for the
March 2,2009 storm.Therefore,the FM 5 basin was calibrated to the March 2,2009 storm instead.
BROWN AND CALDWELL
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The final R-factors resulting from the calibration process are listed in Table 5-5. Generally,R-factors above
three are considered high.
Table 5-5.Wet Weather Parameters
FM Contributing Wet Weather R-factor(Percent
Basin Area(ac) GWI(mgd) of Rainfall Volume)
Unmetered 159 0.00 1.0
1 240 0.14 3.9
2 114 0.03 7.8
3 79 0.06 7.1
4 24 0.00 9.5
5 50 0.00 3.4
6 74 0.00 9.2
7 208 0.22 5.7
8 140 0.02 5.7
9 52 0.02 7.0
10 638 0.04 2.6
11 155 0.48 4.2
13 103 0.15 3.0
14 265 0.00 2.0
15 333 0.00 7.8
16 6 0.00 5.0
17 125 0.10 6.3
Floribunda 759 0.11 2.6
5.7.4 Observed vs. Modeled Results
The model was calibrated to wet weather flows by iteratively comparing modeled results with observed data
for the calibration period,and overall,the model calibrated well.An example of the metered vs. modeled
calibration hydrographs is shown in Figure 5-6 (reported at a one hour time step).The wet weather
calibration hydrograph for each meter is located in Attachment B.
BROWN AND CALD '� LI 1,
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
1.60.1 0
1.4 Pu_ U 1�1
0.2
1.2
0.3
0
1 0.4 L
a.
Q1 N
0.8 0.5
3 c
o
0.6
0.7
0.4
0.8
0.2 0.9
0 1
0 6 12 18 0 6 12 18 0 6 12 18 0
2/14/09 2/15/09 2/16/09
Hour
E=Hourly Rainfall —Metered Flow —Calibrated Model
Figure 54 Wet Weather Calibration at FM 17
The wet weather parameters listed in Table 5-5 were calibrated to the three-day period of February 14,
15,and 16,2009.The hydraulic model flow projections were verified by applying these wet weather
parameters to a simulation of the rainfall from March 2,2009,and comparing the modeled flows with the
metered flow data.Wet weather parameters vary with each storm because of varied rainfall patterns and
characteristics of the collection system;but generally,the model responded well to the March 2,2009 rainfall
and projected wet weather flows that correlated well with metered flows.
Table 5-6 presents the numerical results of the final wet weather calibration.Wet weather results are
presented as peak flow occurring during the three-day wet weather calibration simulation.
�0 D , E L L
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Table 5-6.Wet Weather Model Calibration Results
Peak Wet Weather Flow(mgd)
ADWF Percent
Flow Meter (mgd) Observed Modeled Difference Observations
1 0.24 1.44 1.45 1
2 0.11 1.10 1.10 0
3 0.10 - - - Used only for dry weather calibration for the FM Basin 3.
4 0.01 0.21 0.21 0
Missing data on February 15,2009.The storm on March 2,2009
5 0'21 1'18 _ was used for FM 5 calibration.
6 0.21 2.16 2.10 -3
7 0.20 1.58 1.57 -1
Flow monitor data anomalies.R-factor from FM Basin 7 was used
8* 0.07 0.90 for FM Basin 8 calibration.
9 0.05 0.41 0.41 0
10 0.17 1.10 1.06 -4
11 0.65 1.40 1.40 0
13 0.17 0.82 0.82 0
14 1.00 4.22 4.92 17 Flow monitor inaccuracies.Re-monitored only during dry weather.
15 1.76 11.27 11.10 -2
16** 0.13 1.91 2.00 5 Includes a simulated wet weather RDI/I source.
17 0.26 1.18 1.19 1
18 - 0.72 0.71 -1 Used only for wet weather calibration for the FM Basin 3.
Floribunda 0.17 2.14 2.17 1
WWTP 3.03 16.40 1 18.28 11 Potential inaccuracies with permanent WWTP FM.
*Data from FM 8 showed low velocities and high water level,which indicates that the meter experienced backwater from a potential downstream obstruction
such as roots,grease,pipe collapse,etc.
**FM Basin 16 includes a simulated wet weather inflow source equivalent to a 20-acre subcatchment with an R-factor of 39,with a total added RDI11 volume of
0.65 million gallons during the three-day calibration period.
In initial wet weather calibration runs,the FM 16 modeled peak flow(1.1 mgd)was approximately 42 percent
lower than the metered peak flow(1.9 mgd)indicating an additional flow which cannot be replicated in the
model. FM 16 experienced an unaccounted-for loss in flows during dry weather(discussed in Section 5.6.4)
and an increase in flows during wet weather.
The majority of the flow through FM 16 is routed through FM 10 to the 8-inch Town of Hillsborough sewer
in Sanchez Avenue (see Figure 5-7). FM 16 data appears reasonable and accurate,and FM 10 calibrates well
to its metered PWAXT of 1.1 mgd. The 8-inch sewer in Sanchez Avenue just downstream of FM 10 has a
limited gravity capacity of 1.0 mgd,which suggests that additional flow is entering the pipe downstream of the
8-inch portion. Therefore,two likely explanations for the high observed wet weather flows at FM 16 were
investigated: 1) flow diversions from FM basins 13 and/or 17 to FM 16,and 2) significant RDI/I between
FM 10 and FM 16.
16
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Rolling Rd.
Pump Station
FM
16
Caroline Ave.
California Dr.
N
6"as S.N Easement
N
./1
Wet Weather
RDIII Source
e
a Chula Vista Ave
N
V7L
u
c
A
H h
FM
10 NOT TO SCALE
Figure 5-7.FM 16 Wet Weather RD!/1 Source
First,model simulations were conducted to re-route upstream flows from FM basins 13 and 17 to FM 16
through two easement sewers connected to the 15-inch Town of Hillsborough sewer(see Figure 5-7).
However,these simulations were unsuccessful and indicate that these diversions cannot account for the high
flows monitored at FM 16.
The second explanation is that RDI/I is entering the system during wet weather from an unknown source
that is not represented in the hydraulic model.A review of sewer maps and aerial photography show a
number of storm drain and open channel crossings in the area that may contribute to the wet weather RDI/I.
Additional field investigation such as smoke testing,dye testing,and/or wet weather observation is required
to determine the source of the additional RDI/I.
To simulate the unknown wet weather RDI/I source,a virtual subcatchment was modeled to contribute a
volume of approximately 0.65 million gallons of RDI/I during the three-day wet weather calibration period to
match the metered peak flow at FM 16.
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
5.8 Existing System Performance Evaluation
The performance of the existing collection system was analyzed by the hydraulic model under two scenarios:
1) the Design Scenario and 2) the Consent Decree Scenario.This section describes the criteria that were used
and the analysis performed to determine potential hydraulic deficiencies for the collection system.
5.8.1 Design Storms
The collection system was evaluated using the two 10-year,24-hour design storms shown on Figure 5-8.The
same volume of precipitation was applied for both storms but was distributed differently.The amount of
precipitation was determined using the National Oceanic and Atmospheric Administration (NOAA) Intensity
Duration Frequency(IDF) curves for San Mateo County. The resulting rainfall depths are listed in Table 5-7.
0.90
0.80
0.70
0.60
N
d
0.50
R
0.40
z
0.30
0.20
0.10
40111 HIM
0.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Hour
■Design Storrs(10-yr,24-hr) ®Consent Decree Storm(10-yr,24-hr,SCS Type 1A)
Figure 5-8.Design Storm Distributions
DepthsTable 5-7.OF Rainfall
10-yr Storm Duration Total Rainfall Depth
(Hours) (in)
1 0.89
2 1.20
3 1.49
6 2.18
12 2.94
24 3.69
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Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
The design storm is a 10-year 24-hour storm with a distribution typically used for collection system master
plans.The City's consent decree requires that collection system improvements resolve capacity-related SSOs
during storm events less than a 10-year 24-hour storm using an SCS Type IA 24-hour rainfall distribution
curve(shown on Figure 5-8),as referenced on Figure B-1 of Attachment B of the USDA Urban Hydrology
for Small Watersheds guidance TR-55.
5.8.2 Evaluation Criteria
The performance of the collection system was evaluated using the following criteria.
5.8.2.1 Pipes
The two criteria used to evaluate the capacity of the modeled gravity pipes under peak flows were: surcharge
condition (throttle vs.backwater) and surcharge elevation(as a function of freeboard).A pipe was considered
surcharged when the hydraulic grade line (HGL)rose above the crown of the pipe.
When a surcharged pipe's HGL slope is steeper than the slope of the pipe itself,the sewer is experiencing
"throttle surcharge"and does not have adequate hydraulic capacity to convey peak flows. Otherwise,
surcharged pipes are experiencing"backwater surcharge"from throttle surcharge or grade breaks
downstream. It is possible that a single throttle-surcharged pipe can cause flooding and overflows in multiple
upstream manholes.
Surcharging was evaluated using"surcharge freeboard"which is the vertical freeboard from the HGL
elevation to the manhole rim elevation. For example,one foot of surcharge in a sewer with six feet of cover
has a surcharge freeboard of five feet.Possible locations for sanitary sewer overflows (SSOs)are predicted in
the model when surcharging causes the HGL elevation to reach the ground surface elevation at a manhole
(thus,the surcharge freeboard is equal to or less than zero).The Design and Consent Decree Scenarios were
evaluated for minimum surcharge freeboard levels of five and three feet,respectively.Theses surcharge
freeboard levels provide a margin of safety before SSOs occur to compensate for inherent inaccuracies that
are present in collection system models.
5.8.2.2 Pump Stations
The pump station evaluation considers firm hydraulic capacity(with the largest pump out of service)
compared to the predicted peak model flows. If the firm capacity was less than the PWWF predicted in the
model,the pump station capacity may be deficient.
5.8.2.3 Forcemains
The forcemain evaluation was based on a maximum allowable velocity of eight feet per second(fps).
According to Pumping Station Design,Second Edition by Robert Sanks,when velocities exceed this amount,
there is a risk of excessive water hammer.The evaluated velocities in the forcemains are based on the peak
modeled flow through the forcemains.
5.8.3 Existing Collection System Performance Results
Table 5-8 summarizes the results of the hydraulic modeling of the existing collection system under the two
design scenarios.Detailed model output is included as Attachments C and D.
BROWN r
19
`:i1360001136414-Burlingame VdW Collection System Master Plam6 Master Plan Report,FINAUTM 5 Hydraulic Model Development and System Performance Evaluation.doc
Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Table 5-8.Existing System Results
Flow ADWF Design Scenario* Consent Decree Scenario*
Monitor (mgd) PWWF(mgd) Peaking Factor PWWF(mgd) Peaking Factor
1 0.24 2.39 10.0 2.24 9.3
2 0.11 2.55 23.2 2.07 18.8
3 0.10 0.83 8.3 0.79 7.9
4 0.01 0.45 45.0 0.32 32.0
5 0.21 1.74 8.3 1.52 7.2
6 0.21 3.66 17.4 3.17 15.1
7 0.2 1.97 9.9 1.88 9.4
8 0.07 1.68 24.0 1.38 19.7
9 0.05 0.92 18.4 0.67 13.4
10 0.17 1.07 6.3 1.08 6.4
11 0.65 2.62 4.0 2.19 3.4
13 0.17 1.30 7.6 1.10 6.5
14 1.00 9.40 9.4 7.84 7.8
15 1.76 19.16 10.9 17.20 9.8
16 0.13 3.56 27.4 2.98 22.9
17 0.26 2.03 7.8 1.86 7.2
18 0.10** 1.29 12.9 1.21 12.1
Floribunda 0.17 4.25 25.0 3.65 21.5
WWTP 3.03 34.47 11.4 29.77 9.8
'SSOs occur under both wet weather scenarios,therefore,PWWFs and peaking factors do not includes system losses.
**ADWF for FM 18 was derived from FM 3,which is just downstream.
5.8.3.1 Pipes
Figure 5-9 and Figure 5-10 shows the locations of sanitary sewer surcharge and potential overflow locations.
Sewers with inadequate surcharge freeboard (less than three feet) are noted. There are 14 potential SSO
locations in the existing system under this scenario,nine of which are in manholes located outside of the City
limits (although flows from the City may contribute upstream).
5.8.3.2 Pump Stations
Table 5-9 summarizes the evaluation of the pump stations.The pump station capacities provided by the City
were based on City flow meters at the 399 Rollins,Mitten,and Hyatt pump stations,and City draw-down
tests at the remaining pump stations. Because of inaccuracies in these types of capacity ratings,a full hydraulic
analysis should be performed to confirm potential pump station deficiencies.
20
PA13WOW36414-Burlingame WW Collection System Master Plan16 Master Plan Report\FINAUTM 5 Hydraulic Model Development and System Performance Evaluation.doc
BURLINGAME
a1,
J
- Mitten PS doJy41 •
Wastewater Collection
1740 Rollins PS San Francisco Bay System Master Plan
Gilbreth PS
\� ., Project No.136414
City of Millbrae \ / '� y
Y
'oa• ��' Legend
�� oJeao Fie j Hyatt PS • Potential SSO Location
qa an' VWVI-P
RBa���\ Model OuHall
Pump Station(PS)
Modeled Sanitary Sewer
,1-
/1 - Modeled Forcemain
.Rollins Rd.PS Airport Rd.PS
Inactive Forcemain
Throttle Surcharge,
3 - �_ ------- 399 Rollins PS
,a \ -h- "'�!'•� - � Freeboard c 5 ft
0
Backwater Surcharge,
- Freeboard<5 ft
2 x, + ; Throttle Surcharge
�Cw/Sufficient Freeboard+
Backwater Surcharge
- ---
m a. P.o CJ7i�o. w/Sufficient Freeboard
Burlingame City Limits
J
Burlingame Parcels
Y+���• `a. `mss
� o
ti� �ti Qe
Burlingame
�o Hills(SMD) + Figure 5-9
Town of Hillsborough City of San Mateo Existing System
Performance:
Notes: Design Scenario
1,Sewers have sufficient capacity,but are backwatered where the
outlets are submerged because the downstream inverts match
upstream inverts of larger diameter sewers. N
A � '
x,High flow velocity due to steep slopes creates localized
backwatering at manhole inlets.
Sewers have sufficient capacity. 0 750 1,500 3,000
Last Revision:1/13/2010
11360001136414-Burlingame WW Collection System Master Plan\GIS\—MTM Figures\Model Development TM\Exiet Syst_JlUmate_Storm.mxd Scale in Feet
THIS PAGE INTENTIONALLY LEFT BLANK.
BURLINGAME
dy
a
Mitten PS asyy
< Wastewater Collection
1740 Rollins PS /� San Francisco Bay System Master Plan
Gilbreth PS Project No.136414
City of MillbraeLegend
\ y�
y
\ V
1, o�ea Fac j Hyatt Ps • Potential SSO Location
�' aao / \ ♦ WWTP
.Model Outfall....... - -
aa�� .\ j t ■ Pump Station(PS)
Modeled Sanitary Sewer
\ ti Airport Rd.Ps ..... Modeled Forcemain
\ Rollins Rd.PS
••••••• Inactive Forcemain
-y ` , / ----- 399 Rollins PS
![/ --------- Throttle Surcharge,
Freeboard<3 ft
Backwater Surcharge,
Freeboard<3 ft
Throttle Surcharge
------
w/Sufficient Freeboard
Backwater Surcharge
w/Sufficient Freeboard
P r
�o Burlingame City Limits
Burlingame Parcels
y .� Qecc
1 Burlingame
do Hills(SMD) Figure 5-10
Town of Hillsborough City of San Mateo Existing System
Performance:
Consent Decree
Scenario
Notes:
N
A '
n,Sewers have sufficient capacity,but are backwatered where the '
outlets are submerged because the downstream inverts match
upstream inverts of larger diameter sewers. o iso 1,500 3,000
Last Revision 1/13/2010
\136000\136414-Burlingame VWV Collection System Master Plan\GISVnxd\TM Figures\Model Development TM\Exist Syst_SCS-Type1A_Storm.mxd Scale in Feet
THIS PAGE INTENTIONALLY LEFT BLANK.
Technical Memorandum No.5 Hydraulic Model Development and System Performance Evaluation
Table 5-9.Pump Station ..
Estimated Firm Design Scenario Consent Decree Scenario
Pump Capacity* PWWF Potential Capacity PWWF Potential Capacity
Station (mgd) (mgd) Deficiency(mgd) (mgd) Deficiency(mgd)
399 Rollins 0.88 0.82 - 0.81 -
1740 Rollins 1.44 1.96 0.52 1.56 0.12
Mitten 0.48 0.15 - 0.15
Gilbreth 0.59 0.33 0.35
Hyatt 0.28 0.29 - 0.29 -
Airport Rd. 0.27 0.38 0.11 0.38 0.11
*Firm capacity was estimated by the City based on totalizing flow meters and field draw-down tests with one pump out of service.
5.8.3.3 Forcemains
Table 5-10 summarizes the PWWFs and peak velocities experienced in the forcemains in the existing
collection system.All of the forcemains have peak velocities under eight fps and adequate hydraulic capacity.
The lowest velocity required to keep grit moving is 2.0 fps and the velocity desirable to re-suspend settled
solids is 3.5 fps,therefore,low peak velocities in the Airport Road and Hyatt forcemains may cause
maintenance issues.
Table 5-10.Forcemain Peak Velocities
Forcemain Diameter PWWF Peak Velocity
From To (in) (mgd) (fps)
Mitten PS Gilbreth PS 8 0.48 2.13
Gilbreth PS Hyatt PS 12 1.07 2.11
Hyatt PS WWTP 16 1.35 1.49
1740 Rollins PS MH 64-21043 10 1.44 4.09
399 Rollins Rd PS MH D7-21012 10 0.88 2.50
Airport Rd.PS WWTP 8 0.27 1.20
23
P:0360001,136414-Burlingame WW Collection System Master PlaM6 Master Plan ReportTINAUTM 5 Hydraulic Model Development and System Performance Evaluation.doc
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Hydraulic Model Development and System Performance Evaluation
ATTACHMENT A: DRY WEATHER CALIBRATION HYDROGRAPHS
I
BROWN AND CALDWELL
I
A
P:\136000\136414-Burlingame WIN Collection System Master Plan\6 Master Plan ReportiFINAUTM 5 Hydraulic Model Development and System Performance Evaluafion.doc
Dry Weather Calibration Results
From: 1/15/2009 00:00
To: 1/16/2009 00:00
Observed / Predicted Plot Produced by cdudley (12/28/2009 1 :46:53 PM) Page 1 of 20
Flow Survey: >Burlingame—CS>Flow Survey Group>2009_FlowMonitors_1Hr (7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF (12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW (7/21/2009 10:31:26 AM
FM 1
Flow (MGD)
1.50 -
1.00 -
0.50 —
goo
.50 1.000.50
00
0.00
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow (MGD) _._
----
Min Max Volume (US MgaD
Obs. 0.068 0.431 0.235
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.033 0.422 0.243
Results Re P ort Powered by
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 2 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Tem late Grou >1 HR FLOW(7/21/2009 10:31:26 AM _
FM 2
Flow(MGD)
1.50-
1.00
1
0.50
i
0.00 - - T
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow (MGD)
Min Max Volume(US Mgal) _
Obs. -------- 0.015 _ — 0.180 0.111
>Burlingame-CS>Run Group>V103-DWF-Calibration>DWF 0.015 _ 0.172 0.102 _--
Results
Report Powered by
T4
I o r .' s
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 3 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_11-Ir(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 3
Flow(MGD)
0.40-
0.30-
0.20-
0.10-
0.00-
06:00
.400.300.200.10 0.0006:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. ——— — 0.051 0.152 0.103
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.051 0.134 0.097
Results
Powered by
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oWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 4 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>Vl03_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM)
FM 4
Flow(MGD)
0.30
0.20,
I
0.10
0.00 - —
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
MinMax _ Volume(US Mgal)
Obs. --_-------.r 0.000 - 0.019 - .. 0.006
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF _ 0.000 0.014 0.007
r Powered b
Results y
I#foworks"
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 5 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 5 - —_
Flow(MGD)
1.00-
0.80
0.60
0.40- /
41,
�♦
I
/ *4b♦
0.20-
%
.20 ♦
----- —-
0.00
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)---- - —
Min Max Volume(US Mgal)
Obs. ————————- 0.028 0.451 0.208
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.058 0.272 L ........__ 0.169
Powered b
Results Report y
Inf "
oWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 6 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 6
Flow(MGD)
2.50 _
2.00
1.50
1.00
0.50
0.00 - --- - ---
06:00
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
--
Flow(MGD) ...
Min Max I Volume(US Mgal)
Obs. ———__— 0.056 — -- __ 0.400 -- - - 0.214
>Burlingame-CS>Run Group>V103_DWF-Calibration>DWF 0.073 0.445 0.274
r Powered b
Results y
TW
I#foWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 7 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/2112009 10:31:26 AM -
FM 7
Flow(MGD)
2.00-
1.50
it
1.00
I
0.50
_r---------------�
I�
0.00 - - - - �
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flo"( GD)
Min Max_ _- _ Volume(US Mgal)
Obs. ———— — i _ 0.046 0.316 0.202
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.031 0.264 0.155
r Powered b
Results y
TM
InfoWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 8 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlirciarne CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 8 - -
Flow(MGD)
0.40
0.30-
0.20-
.............
0.10
4e ``��' ►�'
0.00 -T- �-
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal) _
Obs. ————————- 0.009 0.138 0.070
>Burlingame_CS>Run Group>Vl03_DWF-Calibration>DWF 0.009 0.142 0.074
Results
Report Powered by
TM
InfoWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 9 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 9
Flow(MGD)
0.50
0.40-
0.30--
0.20
.400.300.20
0.10
0.00 --I
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. ______——. _- 0.024 0.061 0.045
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.023 0.056 0.042
Powered b
Results y
T!^
millow. ,orks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 10 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: ;Burlin ame CS>Gra h Tem late Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 10
Flow(MGD)
1.50-
1.00-
0.50-
'0
.50 1.000.50
101,
__ ♦�
I
0.00 - -�
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume_[US_Mgal)_______
Obs. --------- 0.068 0.279 0.166
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.055 0.280 0.183
r Powered b
Results y
TAI
Observed/Predicted Piot Produced by cdudley(12/28/2009 1:46:53 PM)Page 11 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 11
Flow(MGD)
1.50 - _
1.00 _I
A* ♦♦
J* ♦♦
0.50 �♦
♦♦ 'moi
.0.i
J00
1
0.00 _— - T--
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD).. —
_ Min _. — Max Volume(US Mgal)
Obs. ————————" 0.301 0.784 _ __- 0.645
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0,326 - 0.773 ...____......... 0.583
Results
Report Powered by
Tu
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Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 12 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 13
Flow(MGD)
1.00-
0.80-
0.60-
0.40
.000.800.600.40
i
0.20 I
--------------�������w����
J
0.00
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)__ ...
Min Max _ Volume(US Mgal) _
-
Obs. ————————' 0.114 0.222 _ 0.172
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.051 0.2920.179
r Powered b
Results y
TAO
I#foWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 13 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template* >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 14
Flow(MGD)
6.0-
4.0
.0 4.0
{
2.0
I `
---------..-000000
- �-
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD) _
1VolumMgal)
>Burlingame_CS>Run Gro pb Oe V103_DWF-Calibration>DWF 0.449 1 826 z27
Powered b
Results Report Y
TV
W. ,or ks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 14 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 15
Flow(MGD)
15.0
10.0
5.0
1 ----- ♦ I
0.0� -
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. --------` 0.641 3.212 1.758
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.351 2.318 1.474
Results
Report Powered by
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 15 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 16
Flow(MGD)
2.00
1
1.50
1.00
a
i
0.50
00
0.00
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. ————————- 0.052 0.207 0.129
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.059 0.293 0.192
Results Report
Powered by
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Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 16 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/2112009 10:31:26 AM
FM 17
Flow(MGD)
1.50
1.00
I
0.50
r �
I
i
0.00 - — —
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. 0.126 0.387 0.264
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.115 0.359 0.251
Results
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ru
I#foWorks
Observed/Predicted Plot Produced by cdudley(12/28/2009 1:46:53 PM)Page 18 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_DWF-Calibration>DWF(12/28/2009 1:45:22 PM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM Floribunda
Flow(MGD)
2.50-
2.00-
1.50-
1.00-
0.50-
————————————
.50 2.001.501.000.50 ------------
0.00 - --�
06:00 12:00 18:00 00:00
1/15/2009 1/16/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. ————————- 0.052 0.263 0.166
>Burlingame_CS>Run Group>V103_DWF-Calibration>DWF 0.019 0.238 0.138
Results
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or
Hydraulic Model Development and System Performance Evaluation
ATTACHMENT B: WET WEATHER CALIBRATION HYDROGRAPHS
BROWN AND CALDWELL
B
PA1 36000\1 36414-Burlingame WW Collection System Master Plan16 Master Plan ReporlFINAUTM 5 Hydraulic Model Development and System Performance Evaluation.doc
Wet Weather Calibration Results
From: 2/14/2009 00:00
To: 2/17/2009 00:00
Observed / Predicted Plot Produced by cdudley (1/4/2010 8:25:06 AM) Page 1 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr (7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA (12/22/2009 9:19:06 AM)
>
Graph Template: ;-Burlingame CS>Gra h Template Grou >1 HR FLOW (7/21/2009 10:31:26 AM
FM 1
Flow (MGD)
1.50 -
� 1
1 .00 �4 / ♦`
Imo♦ ; � � � � �����
/ � 1
0.50
0.00 _---F- T _ T�
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
-
Flow (MGD)
Min Max Volume (US Mgal)
Obs. - - - - - . . . 0.208 _ 1.437 2.053
Modeled 0.171 1.449 1.956
Results Re p
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 2 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 2
Flow(MGD)
1.50
1.00 `
I �
1 �
1 �
1 I�
`%
1 � I ♦ 1 ♦ 1 ♦
0.50- 1 ♦ ♦ / ♦ 1
`j ♦ 1 ; 1 11
� ♦ 1 1
I ♦ 1 � 1 �
I—
0.00
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. --------- 0.062 1.104 1.135
Modeled 0.044 1.099 1.103
r Powered b
Results y TV
Infowwworks
Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 4 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW 7 21 2009 10:31:26 AM
FM 4
Flow(MGD)
0.30
�oo
0.20
1 ♦
1 ♦
1 / ♦♦
r ♦
1 r
r r ♦
/ 1
0.10-
%
.10 ♦
1 �V
1
1
♦� %tea
0.00 �-
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(USMgal)
- --
Obs. 0.006 0.212 0.236236
Modeled 0.000 - -..-. 0.212 -----0.207
r Powered b
Results y
InfoWorks"
Observed/Predicted Plot Produced by cdudley(1/5/2010 5:00:49 PM)Page 5 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)_
Sim: >Burlingame_CS>Run Group>V104WetWeather-ExistSys-validation_Storm>1 HR RAIN DATA(1/4/2010 8:44:48 AM)
Graph Template: >Burlinciame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 5
Flow(MGD)
1.50
NOTE: Flow Meter 5 was calibrated using the storm that occurred
on March 2, 2009. This hydrograph shows a similar response to
that of the upstream meter (FM 18) hydrograph during this storm.
1.00
I
I `
0.50-
0.00
.50 0.00
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
3/1/2009 3/2/2009 3/3/2009
-----
____--__ Flow(MGD) _
Min Max Volume(US MgaiZ._____
Obs. ——————— 0.041 0.974 0.744
...V104_WetWeather-ExistSys-vaiidation_Storm>1 HR RAIN DATA - 0.081 1.219 0.804
Results
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 6 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>20097FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: Burlingame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 6
Flow(MGD)
2.50
2.00-
1.50
.00 1.50
I �
I �
1.00 ♦� ; ♦♦
0.50
1
0.00
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD) -
- ...
_ Min Max _-- Volume(US Mgal)
Obs. — 0.178 2.155 2.137
Modeled 0.100 2.104 2.290
Results
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 7 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlinciame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 7
Flow(MGD)
2.00-
1.00
.00 1.00� � ♦ � ♦♦
1 /
1 ♦ `
0.50 /
i
0.00 1 T 7 1 _T
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow
Min Max Volume(US Mgal)
Obs. -------- 0.244 1.584 2.142
Modeled 0.219 1.573 2.119
Results
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM) Page 8 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_iHr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Cali bration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Tem late: >Burlingame_CS>Graph Template Group>1 HR FLOW 7 21 2009 10:31:26 AM
FM 8
Flow(MGD)
1.00
NOTE: The velocity and depth data from Flow Meter 8
suggests that there may be a partial blockage
0.80downstream that effects wet weather flows. The FM 8
Basin uses the R-Factors from the FM 7 Basin with this
resulting hydrograph.
0.60-
0.40-
0.20-
%
.600.400.20 ` A I•� , ♦♦` `
J
0.00 �-
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
- Flow(MGD)
Min Max _ — Volume(US Mgal)
Obs. ————————. 0.039 0.358 -- 0.522
Modeled 0.033 0.895 1.021 _
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 9 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 9
Flow(MGD)
0.50-
0.40-
0.30-
%
.40 0.30 ♦
0.20 ` ` ♦r
j V�
0.10-
%
.10
vim♦ �� `� ���..�� J
�r
0.00 -� ��_ - _�. _ ------------
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. --------- 0.042 0.410 0.493
Modeled 0.024 _ 0.413 0.416
Results Report
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 10 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlingame CS>Graph Template Group>1 HR FLOW(7/21/2009 10:31:26 AM)
FM 10
Flow(MGD)
1.50
I�
1.00 `%%
/ %
1 /
1 /
1 I ,%s
♦i
0.50 a
I
I
I..�"% /
I %
wo.�
0.00 -- - - ---r-rte
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
_ _Min _ _-_ Max Volume US Mgal)
0.129 --- 1.095 1.669
Modeled _-_0.079 1.063 1.592
Results
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. S
Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 11 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame-CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 11
Flow(MGD)
1.50
I �
� I �
1.00
/ ♦� %00 I ♦` r ``` `+♦
♦ 1
I ♦ � r
I �♦
I
♦ I
I ♦ I
0.50
0.00
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. 0.420 1.397 2.659
- -- - —
_ Modeled 0.433_._______,_ --- - -- --- 1.395 2.501
Res
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InfoWorks
Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 12 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009 FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_$torm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 13
Flow(MGD)
1.00-
0.80- �%
I `♦
I
i
0.60 A
I ♦ ! ♦ h
1 1 �
0.40
1
/ ♦ 1
`.0'��`I/
�♦ I
0.20
0.00- -
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US Mgal)
L..._ - Obs. ——————— - 0.190 0.818 1.424
Modeled 0.164 0.822 1.315
Results
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or
Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 13 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlingame_CS>Graph Template Group>1 HR FLOW(7/21/2009 10:31:26 AM)
FM 14
Flow(MGD)
6.0
I
4.0
/
'IN%I
;
I
I
iI ``SII ♦ ♦ �
2.0 ♦ `�` ,�,�
� II
I
0.0 - - -r - --i- -, �- T---
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max _ Volume(US Mgal)
Obs. --------- 0.510 4.221 6.190
Modeled 0.695 4.921 7.023
Results
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM) Page 14 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009-FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame-CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 15
Flow(MGD)
15.0-
10.0-
5.0-
do
5.010.0 do ,
i
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD) .......
Min Max � Volume(US Mgal)
Obs. — 1.128 11.273 13.972
Modeled _ r 0.838 11.095 _.__- 13.182
Reslts Re ort
u. Powered by
Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 15 of 20
Flow Survey: >Buriingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW 7 21 2009 10:31:26 AM
FM 16
Flow(MGD)
2.50-
2.00
.50 2.00
1 1
I1 \ ^4*,
1
1.50-
1.00-
.50 oo
l.00 / ♦
w /
0.50 ♦ ,�`
I
� 0�4k. 4o
/
Io
0.00 -
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. -------- 0.111 1.913 2.011
Modeled 0.090 2.008 2.285
Results
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 16 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou >1 HR FLOW 7 21 2009 10:31:26 AM
FM 17
Flow(MGD)
1.50-
1.00-
%%
.50 1.00 ♦% I
0.50 ,I
I /
0.00
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD) _
Min Max Volume(US Mgal)
Obs. ——————— •_ 0.155 1.183 1.753
Modeled - 0.131 1.194 1.564
Results Powered by
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM)Page 17 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
>
Graph Template: Burlin ame CS>Gra h Template Grou >1 HR FLOW(7/21/2009 10:31:26 AM
FM 18
Flow(MGD)
0.80-
0.60-
0.40-
0.20
.800.600.40 0.20
� � 1
10 40 40P
1
0.00 --------------T- — T�-- I I , r— i T---
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US
Obs. _-- -- _ 0.039 0.720 0.480
Modeled _ 0.052 0.713 0.676
Results
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Observed/Predicted Plot Produced by cdudley(1/4/2010 8:25:06 AM) Page 18 of 20
Flow Survey: >Burlingame_CS>Flow Survey Group>2009_FlowMonitors_1Hr(7/14/2009 9:42:48 PM)
Sim: >Burlingame_CS>Run Group>V103_WetWeather-ExistSys-Calibration_Storm_WWPF24>1 HR RAIN DATA(12/22/2009 9:19:06 AM)
Graph Template: >Burlin ame CS>Gra h Template Grou_>1 HR FLOW(7/21/2009 10:31:26 AM)
FM FLORIBUNDA
Flow(MGD)
2.50
h
2.00 r�
♦ A
1 I�
1 1 1 1
1.50 j 1
1
1 1 1
1 1 1
1 1 1
1.00 1 411'
1 1 1
141,
1
0.50 1
•�` �i
0.00-
06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00 06:00 12:00 18:00 00:00
2/14/2009 2/15/2009 2/16/2009 2/17/2009
Flow(MGD)
Min Max Volume(US Mgal)
Obs. ---------,. 0.171 2.139 2.340
Modeled 0.149 2.165 2.304
Results
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Hydraulic Model Development and System Performance Evaluation
ATTACHMENT C: MODEL OUTPUT - DESIGN SCENARIO
BROWN AND CALDWELL
C
P:t136000\136414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAL\TM 5 Hydraulic Model Development and System Performance Evaluation.doc
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
ull ea eak Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DPipe F
S Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
399RollinsPS D7-21012 10 2035.0 -0.2211 8.84 5.50 14.77 10.00 - 0.880 2.5 Pressure Pressure Forcemain
A3-21001 A3-21002 8 256.3 0.4682 8.30 3.57 7.00 2.37 0.535 0.029 0.6 0.12 0.18 Gravity
A3-21002 A3-21004 8 262.7 0.4454 7.00 2.37 7.00 1.20 0.521 0.067 0.3 0.18 1.20 Surcharged
A3-21003 A3-21004 6 89.4 1.1186 6.00 2.20 7.00 1.20 0.384 0.052 0.4 0.25 1.20 Surcharged
A3-21004 A3-21005 8 255.0 -0.3451 7.00 1.20 6.31 2.08 -0.459 0.117 1.7 1.20 0.23 Surcharged
A3-21005 B3-21042 8 350.0 0.4714 6.31 2.08 6.82 0.43 0.536 0.117 1.0 0.22 0.34 Gravit
A4-21001 A4-21002 6 61.0 0.4098 4.70 0.51 4.40 0.26 0.232 0.006 0.3 0.08 0.10 Gravit
A4-21002 A4-21003 6 240.0 0.4042 4.40 0.26 4.50 -0.71 0.231 0.011 0.6 0.10 0.10 Gravit
A4-21003 A4-21004 6 228.0 0.4254 4.50 -0.71 4.80 -1.68 0.237 0.013 0.6 0.10 0.11 Gravit
A4-21004 A4-21005 6 230.0 0.4217 4.80 -1.68 4.30 -2.65 0.236 0.016 0.7 0.11 0.12 Gravit
A4-21005 A4-21006 6 235.0 0.4553 4.30 -2.65 4.40 -3.72 0.245 0.022 0.8 0.12 0.13 Gravit
A4-21006 A4-21007 6 228.0 0.4474 4.40 -3.72 5.00 4.74 0.243 0.027 0.9 0.13 0.14 Gravit
A4-21007 A4-21014 6 236.0 0.4280 5.00 -4.74 4.50 -5.75 0.237 0.034 0.5 0.14 0.30 Gravit
A4-21008 A4-21009 6 205.0 0.5951 5.40 2.29 4.50 1.07 0.28 0.025 1.0 0.12 0.15 Gravity
A4-21009 A4-21010 6 71.9 0.3477 4.50 0.97 4.70 0.72 0.214 0.099 1.2 0.25 0.32 Gravit
A4-21010 A4-21011 6 246.1 0.1666 4.70 0.72 4.70 0.31 0.148 0.100 2.1 0.31 0.20 Gravit
A4-21011 A4-21012 6 245.0 0.4204 4.70 -0.31 4.70 -1.34 0.235 0.107 1.6 0.25 0.26 Gravit
A4-21012 A4-21013 6 245.0 0.4204 4.70 -1.34 4.20 -2.37 0.235 0.117 1.9 0.26 0.24 Gravit
A4-21013 A4-21014 6 245.0 0.5837 4.20 -2.37 4.50 -3.80 0.277 0.119 2.2 0.24 0.22 Gravit
A4-21014 A4-21015 6 88.9 0.4274 4.50 -5.751 4.40 -6.13 0.237 0.148 2.4 0.29 0.25 Gravit
A4-21015 A4-29003 8 44.9 0.4900 4.40 -6.13 4.00 -6.35 0.547 0.151 2.2 0.25 0.23 Gravit
A4-21016 A4-21015 8 173.3 1.1541 5.50 0.49 4.40 -1.51 0.839 0.003 0.2 0.07 0.07 Gravit
A4-21017 A4-21023 8 336.5 0.4458 6.10 0.50 4.70 -1.00 0.522 0.107 1.2 0.22 0.29 Gravit
A4-21018 A4-21019 8 212.0 0.4245 4.70 0.60 4.40 -0.30 0.509 0.050 1.2 0.15 0.16 Gravit
A4-21019 A4-21020 8 212.0 0.4717 4.40 -0.30 4.20 -1.30 0.537 0.054 1.3 0.16 0.16 Gravit
A4-21020 A4-21021 8 231.8 0.4314 4.20 -1.30 4.90 -2.30 0.513 0.055 1.0 0.16 0.19 Gravit
A4-21021 A4-21025 8 232.2 0.2153 4.90 -2.30 4.00 -2.80 0.363 0.056 0.7 0.19 0.26 Gravit
A4-21022 A4-21023 8 205.0 0.6341 5.30 0.30 4.70 -1.00 0.622 0.014 0.2 0.09 0.29 Gravit
A4-21023 A4-21024 6 213.7 0.3276 4.70 -1.00 4.50 -1.70 0.208 0.124 2.2 0.29 0.23 Gravit
A4-21024 A4-21025 8 212.0 0.5189 4.50 -1.70 4.00 -2.80 0.563 0.125 1.6 0.23 0.26 Gravity
A4-21025 64-21021 8 231.0 0.6494 4.00 -2.80 4.90 -4.30 0.63 0.188 2.0 0.26 0.29 Gravity
A4-21026 A4-21027 8 287.8 0.4170 4.80 -0.20 4.20 -1.40 0.504 0.006 0.3 0.08 0.09 Gravity
A4-21027 84-21019 8 280.9 0.4628 4.20 -1.40 4.20 -2.70 0.531 0.009 0.4 0.09 0.10 Gravit
A4-21030 84-21008 8 323.8 0.5713 7.20 1.35 4.90 -0.50 0.591 0.031 1.0 0.12 0.14 Gravit
A4-22001 A4-21002 6 145.0 0.40691 5.00 0.85 4.40 0.26 0.231 0.005 0.3 0.08 0.10 Gravit
A4-22002 A4-21001 6 210.6 0.4653 5.30 1.49 4.70 0.51 0.247 0.006 0.4 0.08 0.08 Gravit
A4-22003 A4-21010 6 155.0 0.6710 5.40 1.76 4.70 0.72 0.297 0.002 0.0 0.07 0.32 Gravit
A4-22005 A4-21008 6 120.0 0.5833 6.00 2.99 5.40 2.29 0.277 0.016 0.7 0.11 0.12 Gravit
A4-22006 A4-21018 6 154.5 0.6602 5.10 1.62 4.70 0.60 0.295 0.007 0.3 0.08 0.15 Gravit
A4-22008 A4-21018 6 150.0 0.6667 5.10 1.60 4.70 0.60 0.296 0.005 0.2 0.08 0.15 Gravit
A4-22009 A4-21023 6 145.1 0.9649 5.20 0.40 4.70 -1.00 0.356 0.006 0.1 0.08 0.29 Gravit
A4-22010 A4-21022 8 180.6 0.6091 5.90 1.40 5.30 0.30 0.61 0.000 0.0 0.07 0.09 Gravit
A4-29003PS 84-23001 8 469.3 -0.1396 4.00 -0.35 4.00 -5.70 - 0.480 2.1 Pressure Pressure Forcemain
A4-29003SG B4-21035 6 1146.3 -0.8157 4.00 -0.35 6.44 3.00 -0.328 0.000 0.0 0.07 0.07 Unused Forcemain
132-21001 C2-21011 8 220.0 1.9227 64.23 58.35 59.66 54.12 1.083 0.048 1.6 0.12 0.13 Gravit
B3-21001 B3-21004 6 298.5 0.3752 6.97 2.97 6.28 1.85 0.2221 0.073 0.8 0.22 0.75 Surcharged
83-21002 C4-21018 8 241.2 0.3151 7.73 0.98 8.53 0.22 0.439 0.246 1.3 1.00 1.52 Surcharged
B3-21003 63-21002 8 239.2 0.0460 6.80 1.09 7.73 0.98 0.168 0.201 1.4 1.05 1.01 Throttled
63-21004 83-21003 6 251.7 0.3019 6.28 1.85 6.80 1.09 0.199 0.152 1.1 0.75 1.05 Surchar ed
83-21005 83-21004 12 126.7 0.3867 6.16 2.57 6.28 2.08 1.432 0.077 1.8 0.17 0.52 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5V\ppendix A.xls Page 1
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Full Peak Peak Maximum MaximumModeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (n) (h) (ft) (ft) C�mgd�y Flow Velocity ManhDepole Depthh in US
hole(f) Manhole(ft) at Peak Flow
83-21006 63-21005 8 134.0 0.3507 6.70 3.04 6.16 2.57 0.463 0.075 1.7 0.19 0.17 Gravity
B3-21007 C3-21017 6 332.3 0.5026 47.47 43.31 46.32 41.64 0.257 0.060 1.3 0.18 0.20 Gravity
B3-21008 133-21009 8 330.0 0.3697 36.26 27.69 36.04 26.47 0.475 0.067 1.9 0.18 0.16 Gravity
133-21009 133-21010 8 351.2 1.6714 36.04 26.47 26.41 20.60 1.01 0.080 2.4 0.14 1.64 Surcharged
B3-21010 83-21051 [112
52.1 0.2246 26.41 16.52 34.00 16.40 1.091 2.318 4.0 5.68 5.26 Throttled
B3-21011 B3-21012 300.0 0.4700 23.96 18.76 21.01 17.35 0.536 0.037 0.7 0.14 0.30 Gravity
B3-21012 B3-21013 266.4 0.4054 21.01 17.35 23.81 16.27 0.497 0.076 1.0 0.30 1.34 Surcharged
B3-21013 B3-21014 267.6 0.2803 23.81 16.27 26.41 15.52 0.414 0.095 0.4 1.34 2.05 Surcharged
83-21014 B3-21015 260.5 0.6603 26.41 15.52 21.52 13.80 1.871 2.406 5.4 1.99 0.82 Throttled
B3-21015 B3-21016 316.5 1.4660 21.52 13.80 13.63 9.16 2.789 2.438 6.1 0.73 0.73 GravitB3-21016 83-21017 218.6 2.1638 13.63 9.16 8.30 4.43 3.388 2.438 7.1 0.64 0.64 Gravity
B3-21017 83-21046 18 295.1 0.3626 8.30 3.90 5.83 2.83 4.089 2.498 4.3 0.85 0.76 Gravity
133-21018 133-21019 121 398.8 1.9308 8.60 1.00 7.70 -0.70 3.2 0.050 0.7 0.13 4.71 Surcharged
B3-21019 133-21020 12 380.0 0.6184 7.70 -6.70 7.87 -9.05 1.811 0.133 0.2 4.71 7.06 Surchar ed
133-21020 B4-21036 14 300.7 -0.0166 7.87 -9.05 6.00 -9.00 -0.448 1.121 3.5 7.06 6.84 Surcharged
133-21021 133-21022 8 260.2 0.5726 5.92 0.98 7.53 -0.51 0.591 0.051 1.1 0.15 0.18 Gravity
63-21022 134-21042 8 265.6 0.4480 7.53 -0.51 6.64 -1.70 0.523 0.070 1.7 0.18 0.16 Gravity
B3-21023 83-21024 6 163.1 0.8216 15.00 11.00 13.54 9.66 0.329 0.014 0.9 0.10 0.09 Gravity
83-21024 B3-21049 8 247.6 1.0178 13.54 9.66 12.59 7.14 0.788 0.014 0.3 0.09 0.18 Gravity
B3-21025 B3-21049 8 31.7 0.5994 11.48 7.33 12.59 7.14 0.605 0.114 2.0 0.21 0.20 Gravity
133-21026 B3-21027 6 308.2 0.7203 16.46 12.68 15.27 10.46 0.308 0.046 1.3 0.15 0.16 Gravity
133-21027 63-21029 6 178.9 0.9335 15.27 10.46 12.49 8.79 0.35 0.067 1.4 0.16 0.22 Gravity
133-21028 B3-21029 6 56.0 0.9107 12.66 9.30 12.49 8.79 0.346 0.078 1.7 0.18 0.22 Gravity
133-21029 133-21025 8 282.2 0.5174 12.49 8.79 11.48 7.33 0.562 0.114 1.9 0.22 0.21 Gravity
63-21031 63-21032 8 238.8 0.5025 12.00 3.80 12.00 2.60 0.554 0.154 1.6 0.25 0.29 Gravity
63-21032 133-21033 8 296.3 0.2666 12.00 2.60 6.89 1.81 0.403 0.154 1.2 0.29 0.41 Gravity
83-21033 133-21034 8 275.6 0.4499 6.89 1.87 7.49 0.63 0.524 0.272 1.8 0.35 0.61 Gravity
133-21034 B3-21036 8 275.4 0.3304 7.49 0.63 7.08 -0.28 0.449 0.324 2.1 0.61 1.23 Surcharged
83-21035 B3-21036 8 326.7 0.2632 7.49 0.58 7.08 -0.28 0.401 0.084 0.5 0.39 1.23 Surcharged
B3-21036 B3-21037 8 264.8 0.6005 7.08 -0.28 7.96 -1.87 0.605 0.430 2.1 1.22 2.34 Surcharged
B3-21037 B3-21040 8 257.8 0.3918 7.96 -1.87 6.83 -2.88 0.489 0.491 2.8 2.33 2.77 Surcharged
B3-21038 B3-21039 8 145.0 0.9517 6.90 2.60 6.48 1.22 0.762 0.059 1.2 0.14 0.18 Gravity
133-21039 133-21040 8 425.8 0.7750 6.48 1.22 6.83 -2.08 0.688 0.096 2.0 0.18 1.96 Surcharged
133-21040 63-21041 8 141.5 0.8339 6.83 -2.88 7.24 4.06 0.713 0.616 3.6 2.76 3.45 Surcharged
83-21041 83-21020 8 307.8 1.6212 7.24 4.06 7.87 -9.05 0.995 0.693 2.9 3.44 7.06 Surcharged
B3-21042 54-21035 8 344.2 0.5230 6.82 0.43 6.44 -1.37 0.565 0.288 2.7 0.34 0.32 Gravity
133-21046 83-21047 18 425.6 0.2303 5.83 1.51 7.20 0.53 3.258 2.459 2.4 1.33 1.75 Surcharged
B3-21047 C4-21080 18 425.2 0.1505 7.20 0.53 8.70 -0.11 2.634 2.457 2.1 1.74 1.82 Surcharged
B3-21048 B3-21031 8 30.0 2.0667 10.50 4.42 12.00 3.80 1.123 0.154 2.0 0.18 0.25 Gravit
133-21049 133-21050 8 187.3 1.2333 12.59 7.14 10.00 4.83 0.868 0.122 2.6 0.18 0.18 Gravit
133-21050 133-21048 8 28.3 1.4488 10.00 4.83 10.50 4.42 0.941 0.122 2.6 0.18 0.18 Gravity
133-21051 133-21014 12 393.4 0.2245 34.00 16.40 26.41 15.52 1.091 2.317 4.3 5.22 2.06 Throttled
63-22001 B3-21011 8 106.3 1.1665 25.44 20.00 23.96 18.76 0.844 0.025 0.8 0.10 0.14 Gravity
83-22002 83-21026 6 144.5 0.7820 17.30 13.81 16.46 12.68 0.321 0.028 0.9 0.12 0.15 Gravit
B3-22003 83-21023 6 118.3 1.6484 17.50 12.95 15.00 11.00 0.466 0.015 0.8 0.09 0.10 Gravity
83-22004 83-21018 12 237.9 0.8701 7.01 3.07 8.60 1.00 2.149 0.000 0.0 0.07 0.13 Gravity
83-29001 83-22003 6 50.8 1.6535 18.37 13.79 17.50 12.95 0.466 0.015 1.0 0.09 0.09 Gravity
B3-29002 113-21017 12 351.8 1.3445 11.11 9.16 8.30 4.43 2.67 0.039 0.9 0.13 0.33 Gravity
134-21001 134-21002 8 265.0 0.4151 5.10 0.40 5.10 -0.70 0.503 0.017 0.6 0.101 0.12 Gravit
B4-21002 84-21003 8 255.0 0.3922 5.10 -0.70 6.40 -1.70 0.489 0.026 0.9 0.12 0.13 Gravi
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 2
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full Peak ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled 4Gravity
Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DSk Flow
(mgd) Manhole(ft) Manhole(ft)
B4-21003 B4-21004 8 250.0 0.4800 6.40 -1.70 6.60 -2.90 0.541 0.030 1.0 0.13 0.13B4-21004 84-21005 8 51.8 0.5792 6.60 -2.90 6.40 -3.20 0.595 0.036 1.1 0.13 0.1484-21005 B4-21006 8 240.4 0.4160 6.40 -3.20 5.20 -0.20 0.504 0.036 1.0 0.14 0.14B4-21006 B4-21007 8 242.3 0.4127 5.20 -0.20 4.30 -5.20 0.502 0.039 0.7 0.14 0.20
134-21007 84-21013 8 196.8 0.4573 4.30 -5.20 5.00 -0.10 0.5281 0.097 1.71 0.20 0.20 Gravi
84-21008 134-21009 8 58.9 0.5093 4.90 -0.50 4.50 -0.80 0.557 0.038 1.0 0.14 0.15 Gravi
84-21009 134-21010 8 250.7 0.3989 4.50 -0.80 4.70 -1.80 0.493 0.043 1.1 0.15 0.15 Gravity
134-21010 84-21011 8 251.0 0.3984 4.70 -1.80 5.30 -2.80 0.493 0.048 1.1 0.15 0.16 Gravity
84-21011 84-21012 8 238.8 0.4188 5.30 -2.80 5.00 -3.80 0.506 0.055 1.2 0.16 0.17 Gravity
84-21012 84-21007 8 242.7 0.4120 5.00 -3.80 4.30 4.80 0.501 0.063 1.6 0.17 0.15 Gravity
134-21013 B4-21014 8 180.7 0.4981 5.00 -6.10 4.00 -7.00 0.551 0.097 1.9 0.20 0.19 Gravity
134-21014 134-29009 8 36.7 6.2670 4.00 -7.70 4.00 -10.00 0.335 6.4 Pressure Pressure Forcemain
134-21015 134-23006 8 16.4 -0.2500 4.00 -6.83 4.00 -0.79 - 0.481 2.1 Pressure Pressure Forcemain
64-21017PS 134-21043 10 2235.3 -0.3923 4.00 -5.20 8.45 3.57 1.440 4.1 Pressure Pressure Forcemain
134-21018 A4-21016 8 173.6 0.0058 5.30 0.50 5.50 0.49 0.059 0.000 0.0 0.07 0.07 Gravity
134-21018 134-28001 8 94.0 1.3191 5.30 0.50 4.00 -0.74 0.897 0.003 0.2 0.07 0.08 Gravity
84-21019 134-21020 8 230.7 0.4335 4.20 -2.70 4.90 -3.70 0.514 0.015 0.7 0.10 0.10 Gravity
B4-21020 134-21023 8 233.5 0.4283 4.90 -3.70 4.50 4.70 0.511 0.015 0.8 0.10 0.10 Gravity
134-21021 64-21022 8 225.0 0.4444 4.90 4.30 4.60 -5.30 0.521 0.196 2.0 0.29 0.30 Gravity
84-21022 134-21023 8 220.0 0.4091 4.60 -5.30 4.50 -6.20 0.5 0.202 2.4 0.30 0.27 Gravity
84-21023 64-21014 8 322.0 0.4348 4.50 -6.30 4.00 -7.70 0.515 0.215 2.5 0.31 0.27 Gravity
84-21024 B5-21006 8 375.1 0.6772 7.71 4.30 8.16 1.76 0.643 0.004 0.2 0.08 0.10 Gravity
134-21027 134-21028 8 414.1 0.4975 6.38 2.80 6.23 0.74 0.551 0.086 1.3 0.19 0.43 Gravity
84-21028 84-21029 8 329.8 0.7004 6.23 0.74 5.98 -1.57 0.654 0.145 0.8 0.43 2.67 Surcharged
B4-21029 64-21030 8 329.0 0.0000 5.98 -1.57 6.13 -1.57 0 0.143 1.9 2.67 2.62 Throttled
B4-21030 134-21031 8 329.8 0.9369 6.13 -1.57 6.00 -4.66 0.756 0.175 1.6 2.62 5.59 Surcharged
134-21031 64-21032 8 329.2 0.4222 6.00 4.66 6.16 -6.05 0.508 0.228 1.1 5.58 6.77 Surcharged
134-21032 B4-21033 8 259.5 0.2197 6.16 -0.05 6.23 -6.62 0.366 0.341 1.4 6.77 7.02 Surcharged
134-21033 134-21034 8 415.7 0.0794 6.23 -6.62 5.96 -6.95 0.22 0.331 1.6 7.01 6.83 Throttled
84-21034 64-21035 8 359.3 0.3980 5.96 -6.95 6.44 -8.38 0.493 0.509 2.1 6.83 7.28 Throttled
134-21035 B4-21036 8 155.7 0.3982 6.44 -8.38 6.00 -9.00 0.493 0.852 4.3 7.27 6.84 Throttled
134-21036 134-21017 14 39.3 6.3613 6.00 -9.00 4.00 -11.50 8.762 1.930 9.6 6.83 9.25 Surcharged
84-21037 B4-21038 8 354.7 0.4595 7.81 2.47 6.64 0.84 0.53 0.082 1.1 0.19 0.24 Gravity
134-21038 134-21039 8 459.6 0.3285 6.64 0.84 7.87 -0.67 0.448 0.118 1.3 0.24 0.29 Gravity
134-21039 B4-21040 8 340.4 0.5112 7.87 -0.67 6.36 -2.41 0.559 0.209 2.4 0.29 0.92 Surcharged
134-21040 84-21041 8 248.3 1.1236 6.36 -2.41 6.47 -5.20 0.828 0.232 1.6 0.92 3.58 Surcharged
134-21041 134-21042 8 61.3 0.2284 6.47 -5.20 6.64 -5.34 0.373 0.277 2.7 3.58 3.68 Surcharged
134-21042 133-21020 8 299.1 1.2404 6.64 -5.34 7.87 -9.05 0.87 0.353 1.5 3.68 7.06 Surcharged
134-21043 C4-21076 14 390.7 0.2252 8.45 3.57 6.97 2.69 1.649 1.446 3.5 0.95 1.14 Gravity
84-21044 84-29006 8 40.6 4.5690 4.27 -3.81 4.72 -1.95 1.072 4.7 Pressure Pressure Forcemain
84-22001 134-21008 6 150.0 1.0000 5.30 1.00 4.90 -0.50 0.363 0.006 0.3 0.08 0.14 Gravity
84-22002 134-21009 6 138.9 0.7919 5.30 0.30 4.50 -0.8D 0.323 0.005 0.2 0.08 0.15 Gravity
134-22003 135-21002 6 217.2 0.6354 5.80 2.28 5.70 0.90 0.289 0.007 0.5 0.08 0.09 Gravity
84-22014 134-21037 8 384.1 0.1770 8.00 3.15 7.81 2.47 0.329 0.042 0.8 0.18 0.19 Gravity
64-22015 C5-23004 121 482.1 0.0000 8.13 -1.94 6.00 -1.94 1.0721 2.1 Pressure Pressure Forcemain
84-22016 134-22015 1 12 16.91 0.0000 6.00 -1.94 6.00 -1.941 1 1.0721 2.1 jPressure jPressure Forcemain
64-23001 134-23002 i8 13.5 0.1185 4.00 -5.70 4.00 -5.71 0.480 2.1 Pressure Pressure Forcemain
84-23002 B4-23003 8 475.9 0.1221 4.00 -5.71 4.00 -0.29 0.481 2.1 Pressure Pressure Forcemain
134-23003 B4-23004 81 13.81 0.1232 4.00 -6.29 4.00 -6.311 1 0.4811 2.1 Pressure jPressure lForcemain
84-23004 134-23005 1 61 408.91 0.1220 4.00 -6.31 4.00 -6.811 1 0.4811 3.8 Pressure jPressure lForcemain
P1136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 3
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full eaea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
34-23005 64-29007 8 9.5 0.1263 4.00 1.81 4.00 -6.82 0.481 2.1 Pressure Pressure Forcemain
134-23006 B4-29008 8 11.9 -0.2437 4.00 1.79 4.00 1.76 0.481 2.1 Pressure Pressure Forcemain
84-23007 B4-23008 8 17.2 -0.2500 4.00 -5.80 4.00 -5.75 1.071 4.7 Pressure Pressure Forcemain
134-23008 134-23009 8 311.9 -0.2501 4.00 -5.75 4.00 4.97 1.071 4.7 Pressure Pressure Forcemain
84-23009 84-23010 8 50.1 -0.2495 4.00 4.97 4.05 4.85 1.071 4.7 Pressure Pressure Forcemain
64-23010 134-21044 8 417.1 -0.2501 4.05 4.85 4.27 -3.81 1.071 4.7 Pressure Pressure Forcemain
64-28001 64-21019 8 177.1 1.1067 4.00 -0.74 4.20 -2.70 0.822 0.006 0.3 0.08 0.10 Gravity
84-29005 B4-22016 12 258.9 0.0000 6.00 -1.94 6.00 -1.94 1.072 2.1 Pressure Pressure Forcemain
134-29006 34-29005 12 12.0 0.0000 6.00 -1.94 4.72 -1.94 1.072 2.1 Pressure Pressure Forcemain
B4-29006SG C4-21067 10 1001.5 -0.3235 4.72 -1.95 8.30 1.29 -0.806 0.000 0.0 4.93 1.69 Unused Forcemain
84-29007 134-21015 8 8.8 -0.2386 4.00 1.85 4.00 1.83 - 0.481 2.1 Pressure Pressure Forcemain
84-29008 134-23007 8 420.5 -0.2499 4.00 1.85 4.00 -5.80 1.071 4.7 Pressure Pressure Forcemain
84-29009PS 134-29008 8 61.3 -0.2496 4.00 -7.00 4.00 1.85 0.590 2.6 Pressure Pressure Forcemain
84-29009SG 64-29007 8 60.0 -0.8767 4.00 -7.38 4.00 1.85 0.000 0.0 Pressure Pressure Unused Forcemain
B5-21001 A4-21030 8 277.2 0.4257 7.90 2.53 7.20 1.35 0.51 0.026 0.9 0.12 0.12 Gravity
85-21002 134-21001 8 117.7 0.4246 5.70 0.90 5.10 0.40 0.509 0.007 0.3 0.09 0.10 Gravity
B5-21003 B5-21005 8 158.9 0.5664 8.20 1.00 8.20 0.10 0.588 0.000 0.0 0.07 0.13 Gravity
B5-21004 85-21005 B 314.1 0.7004 8.50 2.30 8.20 0.10 0.654 0.026 0.9 0.11 0.13 Gravity
135-21005 135-21008 8 151.2 0.4034 8.20 0.10 7.40 -0.51 0.496 0.028 0.9 0.13 0.14 Gravity
135-21006 B5-21007 8 309.3 0.6208 8.16 1.76 6.60 -0.16 0.615 0.015 0.6 0.10 0.11 Gravity
135-21007 135-21008 8 108.9 0.3214 6.60 -0.16 7.40 -0.51 0.443 0.018 0.6 0.11 0.14 Gravity
135-21008 135-21009 8 326.2 0.7020 7.40 -0.51 8.20 -2.80 0.655 0.046 1.3 0.14 0.14 Gravity
135-21009 65-21010 8 322.3 0.5895 8.20 -2.80 8.00 4.70 0.6 0.046 1.2 0.14 0.15 Gravity
135-21010 85-21011 8 317.6 0.5982 8.00 4.70 8.20 1.60 0.604 0.056 1.4 0.15 0.16 Gravity
B5-21011 65-21012 8 56.9 0.7030 8.20 1.60 8.20 -7.00 0.655 0.067 1.0 0.16 0.28 Gravity
35-21012 C5-21043 8 298.0 0.7550 8.20 -7.00 8.00 -9.25 0.679 0.229 2.6 0.28 0.28 Gravity
85-22002 B4-21001 6 172.0 0.6395 5.70 1.50 5.10 0.40 0.29 0.009 0.5 0.09 0.10 Gravity
C2-21001 132-21071 6 258.0 4.8062 162.82 158.10 151.21 145.70 0.795 0.020 0.9 0.08 0.12 Gravity
C2-21002 C2-21003 6 348.5 0.6255 121.88 117.73 121.36 115.55 0.287 -0.087 -0.6 3.79 FULL Surcharged
C2-21003 D2-21073 6 223.2 0.3674 121.36 115.55 124.56 114.73 0.22 -0.391 -2.1 FULL 9.23 Throttled
C2-21004 C2-21005 8 300.5 6.2230 108.02 102.39 89.28 83.69 1.949 1.776 6.4 3.18 FULL Surcharged
C2-21005 C2-21007 8 303.5 3.2191 89.28 83.69 80.17 73.92 1.402 1.652 7.1 FULL 1.48 Throttled
C2-21006 C2-21007 6 306.0 2.8595 87.20 82.67 80.17 73.92 0.613 0.028 0.2 0.10 1.47 Surcharged
C2-21007 C2-21008 8 323.3 4.5623 80.17 73.92 68.65 59.17 1.669 1.675 7.8 1.34 0.63 Throttled
C2-21008 C3-21011 12 295.4 1.4286 68.65 59.17 60.02 54.95 2.753 1.812 5.7 0.60 0.60 Gravity
C2-21009 C2-21012 6 182.9 2.5970 69.19 64.18 65.21 59.43 0.585 0.018 0.9 0.09 0.11 Gravity
C2-21010 132-21001 8 299.8 1.2975 67.47 62.24 64.23 58.35 0.89 0.022 0.9 0.10 0.12 Gravity
C2-21011 C3-21013 8 200.8 2.3904 59.66 54.12 55.51 49.32 1.208 0.068 1.2 0.13 0.21 Gravity
C2-21012 C3-21013 6 277.5 3.6432 65.21 59.43 55.51 49.32 0.692 0.048 1.0 0.11 0.21 Gravity
C2-22001 C2-21008 8 259.0 0.3514 70.70 60.08 68.65 59.17 0.463 0.061 0.3 0.18 0.62 Gravity
C3-21001 C3-21002 6 301.1 2.3746 102.67 97.88 95.43 90.73 0.559 0.007 0.5 0.08 0.09 Gravity
C3-21002 C2-21006 6 300.0 2.6867 95.43 90.73 87.20 82.67 0.595 0.017 1.0 0.09 0.10 Gravity
C3-21003 C3-21004 8 294.2 1.0401 77.52 72.86 74.60 69.80 0.797 0.020 0.7 0.10 0.13 Gravity
C3-21004 C3-21005 8 310.0 1.0032 74.60 69.80 71.36 66.69 0.782 0.044 1.5 0.13 0.13 Gravity
C3-21005 C2-21008 8 335.6 2.2408 71.36 66.69 68.65 59.171 1.169 0.0681 0,31 0.13 0.62 Gravity
C3-21007 C3-21008 8 132.1 7.5852 76.42 71.92 67.38 61.901 2.1511 0.0321 1.01 0.091 0.13 Gravity
C3-21008 C3-21009 8 289.3 1.0439 67.38 61.90 63.29 58.881 0.798 0.048 1.4 0.13 0.14 Gravity
C3-21009 C3-21010 8 350.7 1.0237 63.29 58.88 59.80 55.29 0.79 0.063 1.3 0.14 0.18 Gravity
C3-21010 C3-21012 8 363.6 1.1359 59.80 55.29 56.58 51.161 0.8331 0.1121 0.81 0.181 0.41 Gravity
C3-21011 0-21012 12 139.8 2.6896 60.02 54.92 56.58 51.161 3.7771 1.8391 7.21 0.501 0.50 Gravity
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 4
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full PeaK PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(H) Gradient(%) (n) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
C3-21012 C3-21015 12 147.4 7.1031 56.58 51.16 52.89 40.69 6.138 1.960 4.7 0.41 0.79 Gravity
C3-21013 C3-21014 8 270.0 0.7222 55.51 49.32 54.15 47.37 0.664 0.124 2.1 0.21 0.21 Gravity
C3-21014 C3-21015 8 231.7 2.8830 54.15 47.37 52.89 40.69 1.326 0.133 0.6 0.16 0.79 Surcharged
C3-21015 C3-21016 12 257.1 1.0191 52.89 40.69 45.54 38.07 2.325 2.100 5.1 0.77 0.77 Gravity
C3-21016 C3-21019 12 55.5 1.92791 45.54 38.07 44.01 37.00 3.1991 2.115 6.11 0.61 0.66[Gravity
C3-21017 C3-21018 6 135.5 0.8044 46.32 41.64 44.04 40.55 0.3251 0.093 2.0 0.20 0.20 Gravit
C3-21018 C3-21019 6 211.5 1.6785 44.04 40.55 44.01 37.00 0.47 0.099 0.8 0.17 0.66 Surcharged
C3-21019 C3-21020 12 219.5 1.8679 44.01 37.00 38.78 32.90 3.148 2.214 6.5 0.64 0.64 Gravity
C3-21020 63-21010 12 250.1 6.5494 38.78 32.90 26.41 16.52 5.894 2.229 3.8 0.44 5.72 Surcharged
C3-21021 C3-21023 6 251.7 5.5463 84.89 80.07 72.23 66.11 0.854 0.260 4.1 0.20 0.25 Gravity
C3-21022 C3-21023 6 338.0 3.4911 83.41 77.93 72.23 66.13 0.678 0.028 0.5 0.10 0.23 Gravity
C3-21023 C3-21025 6 250.6 3.5555 72.23 66.11 62.70 57.20 0.684 0.319 4.9 0.25 0.97 Surcharged
C3-21024 C3-21025 6 346.7 4.3957 76.70 70.48 62.70 55.24 0.761 0.040 1.0 0.10 2.93 Surcharged
C3-21025 C3-21028 6 251.0 0.8167 62.70 55.10 57.93 53.05 0.328 0.381 2.7 3.06 2.17 Throttled
C3-21026 C3-21027 6 218.2 1.4482 71.76 67.08 68.57 63.92 0.437 0.023 1.2 0.10 0.11 Gravity
C3-21027 C3-21028 6 199.7 5.4432 68.57 63.92 57.93 53.05 0.846 0.053 0.4 0.11 2.17 Surcharged
C3-21028 C3-21030 6 251.8 0.9531 57.93 53.05 55.90 50.65 0.354 0.451 3.9 2.14 0.43 Throttled
C3-21029 C3-21030 6 172.4 5.2668 66.42 59.88 55.90 50.80 0.832 0.022 0.9 0.09 0.23 Gravity
C3-21030 C3-21032 6 248.9 2.6396 55.90 50.65 50.02 44.08 0.589 0.496 5.1 0.36 0.36 Gravity
C3-21031 C3-21032 6 273.7 7.3986 68.52 64.44 50.02 44.19 0.987 0.030 1.0 0.09 0.23 Gravity
C3-21032 C3-21034 6 251.0 5.1355 50.02 44.08 37.29 31.19 0.822 0.5551 5.3 0.32 2.86 Surcharged
C3-21034 C3-21037 6 256.6 4.3609 37.29 31.19 26.50 20.00 0.758 0.589 3.5 2.82 FULL Surcharged
C3-21037 C3-21038 8 292.4 1.6142 26.50 20.00 29.33 15.28 0.993 0.832 2.8 FULL 8.89 Surcharged
C3-21038 C3-21039 8 299.7 0.2736 29.33 15.28 28.03 14.46 0.409 0.827 3.0 8.88 6.96 Throttled
C3-21039 C3-21054 8 344.9 0.2580 28.03 14.46 26.45 13.57 0.397 0.857 3.5 6.94 4.31 Throttled
C3-21040 D3-21072 6 302.6 2.3298 79.00 74.06 71.90 67.01 0.554 0.033 2.3 0.11 0.16 Gravity
C3-21041 C3-21042 6 279.3 1.4142 73.03 67.73 69.32 63.78 0.431 0.027 0.4 0.11 0.29 Gravity
C3-21042 C3-21045 10 278.4 3.6889 69.32 63.70 59.39 53.43 2.72 1.029 6.7 0.36 0.38 Gravity
C3-21043 C3-21044 61 306.6 0.5512 69.13 64.07 67.86 62.38 0.269 0.030 1.1 0.13 0.14 Gravity
C3-21044 C3-21045 6 344.2 2.5334 67.86 62.38 59.39 53.66 0.577 0.0751 3.0 0.14 0.15 Gravity
C3-21045 C3-21048 10 250.0 4.0720 59.39 53.43 48.25 43.25 2.858 1.137 7.4 0.37 0.37 Gravity
C3-21046 C3-21047 6 285.0 6.2947 69.16 63.94 56.07 46.00 0.91 0.031 1.0 0.09 0.15 Gravity
C3-21047 C3-21048 6 240.0 1.0083 56.07 46.00 48.25 43.58 0.364 0.062 1.9 0.15 0.15 Gravity
C3-21048 C3-21050 10 250.2 7.1367 48.25 43.25 30.87 25.39 3.784 1.228 7.6 0.34 0.39IGravity
C3-21049 C3-21050 6 328.0 3.2744 42.70 35.74 30.87 25.00 0.656 0.053 0.4 0.11 0.78 Surcharged
C3-21050 C3-21053 10 17.3 7.1329 30.87 25.39 30.36 24.16 3.784 1.575 5.9 0.39 0.60 Gravity
C3-21052 C3-21053 6 340.8 3.3979 42.82 35.74 30.36 24.16 0.669 0.038 0.3 0.10 0.60 Surcharged
C3-21053 C3-21054 10 237.5 2.2358 30.36 24.16 26.45 18.85 2.118 1.656 6.5 0.57 0.57 Gravity
C3-21054 C3-21075 12 180.8 0.5166 26.45 13.57 24.29 12.64 1.656 2.551 4.6 4.26 2.94 Throttled
C3-21055 C3-21056 6 282.9 5.0831 55.20 51.02 43.46 36.64 0.818 0.171 2.4 0.17 0.28 Gravity
C3-21056 C3-21057 6 340.2 1.8895 43.46 36.64 33.54 30.21 0.499 0.270 3.6 0.28 0.29 Gravity
C3-21057 C3-21050 6 255.0 1.8894 33.54 30.21 30.87 25.39 0.499 0.281 2.6 0.28 0.39 Gravity
C3-21060 C3-21053 6 426.3 0.1384 33.09 25.59 30.36 25.00 0.135 0.031 1.3 0.18 0.12 Gravity
C3-21061 C3-21054 6 355.0 1.4000 27.95 18.54 26.45 13.57 0.429 0.098 0.6 0.17 4.31 Surcharged
C3-21062 C3-21063 6 322.8 0.7187 15.55 10.92 13.02 8.60 0.308 0.0161 0.7 0.10 0.12 Gravity
C3-21063 C3-21064 6 251.7 0.9217 13.02 8.60 12.04 6.28 0.348 0.029 1.0 0.12 0.14 Gravity
C3-21064 B3-21001 6 269.4 1.2287 12.04 6.28 6.97 2.97 0.402 0.050 0.9 0.14 0.22 Gravity
C3-21065 C3-21066 6 244.1 0.7907 9.48 4.98 7.55 3.05 0.323 0.021 0.7 0.11 0.14 Gravity
C3-21066 63-21003 6 251.7 0.7509 7.55 3.05 6.80 1.16 0.314 0.038 0.3 0.14 0.98 Surchar ed
C3-21067 C3-21068 6 263.7 1.4676 12.30 8.28 8.601 4.411 0.4391 0.018 0.81 0.10 0.12 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 5
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
in IDS
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity
Flow Velocity ManDepthole h in(eft) Manthole(ft) at Peak Flow
C3-21068 83-21002 6 247.7 1.3847 6.60 4.41 7.73 0.98 0.427 0.036 0.3 0.12 1.01 Surcharged
C3-21069 C3-21070 6 265.8 1.9601 16.10 11.95 10.77 6.74 0.508 0.020 0.9 0.09 0.12 Gravity
C3-21070 C4-21018 6 270.0 2.4148 10.77 6.74 8.53 0.22 0.564 0.045 0.5 0.12 1.52 Surchar ed
C3-21071 C3-21072 6 242.4 0.5198 17.56 12.61 19.06 11.35 0.262 0.019 0.1 0.10 1.29 Surcharged
C3-21072 C4-21006 12 101.8 1.0511 19.06 11.39 16.72 10.32 2.361 2.629 5.7 1.17 0.86 Throttled
C3-21075 C3-21072 12 229.5 0.5168 24.29 12.64 19.06 11.45 1.656 2.560 5.1 2.89 1.20 Throttled
C3-22001 C3-21007 8 336.5 4.1842 90.70 86.00 76.42 71.92 1.598 0.017 1.0 0.08 0.09 Gravity
C3-22003 C3-21052 6 381.3 2.3420 50.75 44.67 42.82 35.74 0.555 0.019 1.0 0.09 0.10 Gravity
C4-21003 C3-21061 6 278.4 0.5532 27.57 20.08 27.95 18.54 0.27 0.046 1.2 0.15 0.17 Gravity
C4-21004 C4-21005 6 305.0 1.2885 25.27 21.27 21.46 17.34 0.412 0.024 1.0 0.10 0.13 Gravity
C4-21005 C3-21072 6 300.0 1.9967 21.46 17.34 19.06 11.35 0.513 0.051 0.4 0.13 1.29 Surcharged
C4-21006 C4-21015 12 251.4 0.4256 16.72 10.32 12.25 9.25 1.503 1.023 3.7 0.61 0.54 Gravity
C4-21006 C4-21009 12 144.1 1.1797 16.72 10.32 12.80 8.62 2.5021 1.624 3.3 0.61 1.07 Surcharged
C4-21007 C4-21008 6 225.0 1.2667 21.30 17.30 18.37 14.45 0.408 0.022 1.0 0.10 0.12 Gravity
C4-21008 C4-21009 6 256.2 2.1351 18.37 14.45 12.80 8.98 0.53 0.047 1.9 0.12 0.71 Surcharged
C4-21009 C4-21016 12 248.1 0.4434 12.80 8.62 11.02 7.52 1.534 1.674 4.5 1.05 0.69 Throttled
C4-21010 C4-21011 6 172.9 2.1978 23.44 19.76 19.98 15.96 0.538 0.018 0.7 0.09 0.13 Gravit
C4-21011 C4-21012 6 198.0 1.8838 19.98 15.98 16.25 12.25 0.498 0.039 1.1 0.11 0.16 Gravity
C4-21012 C4-21013 6 150.3 0.5988 16.25 12.25 15.73 11.35 0.281 0.052 1.4 0.16 0.17 Gravity
C4-21013 C4-21014 6 298.3 0.6470 15.73 11.35 14.57 9.42 0.292 0.061 1.2 0.17 0.22 Gravity
C4-21014 C4-21016 6j 302.0 0.5828 14.57 9.42 11.02 7.66 0.277 0.097 1.5 0.22 0.34 Gravity
C4-21015 C4-29007 12 252.6 2.0744 12.25 9.25 10.33 4.01 3.3171 1.035 2.7 0.40 0.72 Gravity
C4-21016 C4-21017 12 110.8 3.1679 11.02 7.52 10.18 4.01 4.099 1.774 4.9 0.48 0.68 Gravity
C4-21017 C4-21081 12 75.3 2.9615 10.18 4.01 10.70 1.78 3.964 2.819 8.2 0.64 0.64 Gravity
C4-21018 C4-21080 8 16.5 1.3333 8.53 0.11 8.70 -0.11 0.902 0.297 1.2 1.63 1.82 Surcharged
C4-21021 C4-21022 15 331.4 0.2505 8.90 5.68 8.62 4.85 2.09 0.078 0.4 0.17 0.39 Gravity
C4-21022. C4-21023 15 331.2 0.1540 8.62 4.85 8.86 4.34 1.639 0.337 1.7 0.39 0.38 Gravity
C4-21023 C4-21024 15 332.7 0.1485 8.86 4.32 9.26 3.83 1.609 0.334 1.6 0.39 0.39 Gravity
C4-21024 C4-21025 15 332.4 0.2016 9.26 3.83 7.80 3.16 1.875 0.393 1.6 0.39 0.43 Gravity
C4-21025 C4-21026 15 330.7 0.1966 7.80 3.16 6.03 2.511 1.851 0.452 1.5 0.43 0.52 Gravity
C4-21026 C4-21027 10 254.8 0.2159 6.03 2.51 5.63 1.96 0.658 0.451 1.9 0.52 0.53 Gravity
C4-21027 C4-21028 15 327.3 0.1204 5.63 1.96 4.41 1.57 1.449 0.537 1.5 0.53 0.58 Gravity
C4-21028 C4-21029 15 262.3 0.1205 4.41 1.57 8.47 1.25 1.449 0.580 1.3 0.58 0.69 Gravity
C4-21029 C4-21030 15 64.5 4.2326 8.47 -1.23 8.00 1.50 -8.591 0.599 2.4 3.17 0.44 Surcharged
C4-21030 C4-21074 18 255.1 0.3865 8.00 0.98 7.57 -0.01 4.221 0.751 0.9 0.44 1.00 Gravity
C4-21035 C4-21036 6 416.4 0.9246 21.75 16.63 17.60 12.78 0.349 0.015 0.7 0.10 0.11 Gravity
C4-21036 C4-21037 6 364.2 1.1505 17.60 12.78 13.56 8.59 0.389 0.029 1.3 0.11 0.12 Gravity
C4-21037 C4-21038 61 117.1 1.6225 13.56 8.59 12.16 6.69 0.462 0.041 0.6 0.12 0.27 Gravity
C4-21038 C4-21039 6 145.0 0.3241 12.16 6.69 10.77 6.22 0.207 0.110 1.5 0.27 0.28 Gravity
C4-21039 C4-21040 6 150.0 0.3467 10.77 6.22 10.10 5.70 0.214 0.121 1.4 0.28 0.33 Gravity
C4-21040 C4-21041 8 285.0 0.2421 10.10 5.70 8.95 5.01 0.384 0.178 1.0 0.33 0.49 Gravity
C4-21041 C4-21042 8 238.0 0.1134 8.95 5.01 7.54 4.74 0.263 0.243 1.7 0.49 0.40 Gravity
C4-21042 C4-21091 8 519.1 0.0000 7.54 4.74 6.49 4.74 0 0.067 1.2 0.40 0.20 Gravity
C4-21042 C4-21051 8 75.0 0.0400 7.54 4.74 7.83 4.71 0.156 0.186 2.4 0.40 0.25 Gravity
C4-21043 C4-21044 6 376.0 0.0665 17.50 13.551 17.34 13.30 0.094 0.033 1.0 0.22 0.16 Gravity
C4-21044 C4-21045 6 309.7 1.2367 17.34 13.301 13.921 9.471 0.403 0.074 1.81 0.16 0.18 Gravity
C4-21045 C4-21048 i 61 295.5 1.1878 13.92 9.47 10.16 5.96 0.395 0.100rjV.42!18 0.18 GravitC4-21046 C4-21047 6 436.0 0.8807 15.15 11.00 11.71 7.16 0.34 0.035013 .21 GravitC4-21047C4-21048 6 296.4 0.4049 11.71 7.16 10.16 5.96 0.231 0.0730.21 0.18 GravitC4-21048 C4-21085 8 17.4 36.2069 10.16 5.96 10.50 -0.34 4.696 0.189 10.111 0.11 lGravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 6
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full Heak Peak Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
(mgd) Manhole(ft) Manhole(ft)
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
C4-21049 C4-21050 8 18.2 0.9890 7.83 5.55 7.55 5.37 0.776 0.030 1.3 0.11 0.11 Gravity
C4-21050 C4-21051 10 27.8 2.3741 7.55 5.37 7.83 4.71 2.181 0.030 0.8 0.11 0.13 Gravity
C4-21051 C4-21052 10 248.0 0.1210 7.83 4.71 6.23 4.41 0.493 0.022 0.4 0.13 0.17 Gravity
C4-21051 C4-21086 12 23.1 23.6364 7.83 4.71 8.00 -0.75 11.195 0.194 4.8 0.13 0.13 Gravity
C4-21052 C4-21053 10 279.4 0.1503 6.23 4.41 5.63 3.99 0.549 0.043 0.8 0.17 0.17 Gravity
C4-21053 C4-21057 10 265.9 0.1655 5.63 3.99 5.90 3.55 0.576 0.043 0.3 0.17 0.34 Gravity
C4-21054 C4-21055 6 22.0 2.8636 6.31 4.68 6.55 4.05 0.614 0.032 0.3 0.10 0.40 Gravity
C4-21055 C4-21056 12 297.4 0.1210 6.55 4.05 6.01 3.69 0.801 0.256 1.1 0.40 0.46 Gravity
C4-21056 C4-21057 12 141.8 0.0987 6.01 3.69 5.90 3.55 0.724 0.353 2.3 0.46 0.34 Gravity
C4-21057 C4-21058 15 12.0 0.1667 5.90 3.55 6.08 3.53 1.703 0.396 2.6 0.34 0.31 Gravity
C4-21058 C4-21059 15 12.2 0.2459 6.08 3.51 7.05 3.48 2.073 0.000 0.0 0.07 0.07 Gravity
C4-21058 C4-21089 18 16.4 9.4512 6.08 -1.45 6.40 -3.00 20.892 0.604 7.1 0.23 0.80 Gravity
C4-21059 C4-21065 10 109.3 0.4300 7.05 3.481 10.48 3.01 0.929 0.000 0.0 0.07 0.07 Gravity
C4-21059 C4-21064 15 57.7 0.2946 7.05 3.48 10.80 3.31 2.267 0.000 0.0 0.07 0.07 Gravity
C4-21060 C4-21061 6 15.8 10.3797 8.16 6.96 8.32 5.32 1.168 0.006 0.1 0.07 0.29 Gravity
C4-21061 C4-21063 6 329.1 0.3342 8.32 5.32 6.77 4.22 0.21 0.121 1.5 0.28 0.30 Gravity
C4-21062 C4-21063 8 270.1 0.2777 7.59 4.97 6.77 4.22 0.412 0.075 0.8 0.20 0.30 Gravity
C4-21063 C4-21058 8 163.1 0.4353 6.77 4.22 6.08 3.51 0.515 0.209 2.4 0.30 0.27 Gravity
C4-21064 C4-21065 15 46.9 0.6397 10.80 3.31 10.48 3.01 3.341 0.000 0.0 0.07 0.07 Gravity
C4-21065 C4-21066 15 93.8 0.5437 10.48 3.01 9.501 2.50 3.079 0.000 0.0 0.07 0.07 Gravity
C4-21066 C4-21030 12 242.2 0.5822 9.50 2.50 8.00 1.09 1.757 -0.001 0.0 0.07 0.33 Gravity
C4-21067 C4-21068 14 55.0 0.0000 8.30 -1.20 8.38 -1.20 0 1.505 2.0 4.17 4.07 Throttled
C4-21068 C4-21069 14 259.7 0.1887 8.38 1.57 5.77 1.08 1.509 1.525 2.5 1.29 1.27 Throttled
C4-21069 C4-21071 14 110.0 0.1818 5.77 1.08 6.25 0.88 1.481 1.545 2.5 1.26 1.24 Throttled
C4-21070 C4-21071 8 427.6 0.5636 7.65 2.50 6.25 0.09 0.586 0.103 0.4 0.20 2.03 Surcharged
C4-21071 C4-21072 14 142.0 0.1831 6.25 0.88 5.93 0.62 1.487 1.637 2.5 1.23 1.17 Throttled
C4-21072 C4-21073 14 265.0 0.1849 5.93 0.62 7.69 0.13 1.494 1.659 3.1 1.16 1.02 Gravity
C4-21073 C4-21074 14 60.0 0.0000 7.69 -1.80 7.57 -1.80 0 1.667 2.3 2.93 2.80 Throttled
C4-21074 C4-21075 18 98.5 0.1421 7.57 -0.06 5.90 -0.20 2.56 2.469 3.2 1.05 0.97 Gravity
C4-21075 C5-21013 18 222.5 0.2652 5.90 -0.20 5.16 -0.79 3.496 2.478 2.8 0.96 1.10 Gravity
C4-21076 C4-21067 14 465.2 0.3009 6.97 2.69 8.30 1.29 1.906 1.474 2.0 1.13 1.69 Surcharged
C4-21078 D4-21086 6 28.2 0.2128 9.35 6.59 9.99 6.53 0.167 0.035 0.7 0.19 0.21 Gravity
C4-21080 C4-21081 18 246.9 0.1580 8.70 -0.11 10.70 -0.50 2.699 2.746 2.3 1.80 1.79 Throttled
C4-21081 C4-21082 24 429.8 0.1419 10.70 -0.50 12.70 -1.11 5.509 5.437 3.2 1.78 1.80 Gravity
C4-21082 C4-21083 24 427.4 0.1497 12.70 -1.11 13.60 -1.75 5.659 5.359 3.2 1.79 1.86 Gravity
C4-21063 C4-21084 24 422.7 0.1514 13.60 -1.75 11.50 -2.39 5.69 5.268 3.1 1.85 1.95 Gravity
C4-21084 C4-21065 24 132.0 0.1515 11.50 -2.39 10.50 -2.59 5.692 5.248 3.0 1.94 1.97 Gravity
C4-21085 C4-21086 24 278.9 0.1470 10.50 -2.59 8.00 -3.00 5.6071 5.398 3.1 1.96 1.99 Gravity
C4-21086 C4-21087 24 392.1 0.1505 8.00 -3.00 7.81 -3.59 5.6731 5.557 3.2 1.98 2.00 Gravity
C4-21087 C4-21089 24 410.9 0.1485 7.81 -3.59 6.40 4.20 5.634 5.546 3.1 1.98 2.00 Gravity
C4-21089 C4-21090 30 423.5 0.1511 6.40 13.20 7.90 -4.84 10.307 6.112 2.1 1.99 2.41 Gravity
C4-21090 C5-21041 30 405.1 0.1037 7.90 -4.84 9.30 -5.26 8.537 6.126 1.9 2.41 2.61 Surcharged
C4-21091 C4-22014 8 35.0 0.3600 6.49 4.741 6.11 4.61 0.469 0.079 1.4 0.20 0.20 Gravity
C4-21092 D4-21076 6 246.6 0.1906 19.11 16.01 22.54 15.54 0.158 0.149 1.1 0.97 1.01 Surcharged
C4-22006 C4-21078 6 235.9 0.4409 10.63 7.63 9.35 6.59 0.241 0.018 0.4 0.11 0.19 Gravity
C4-22009 C4-21054 6 210.0 0.5238 8.17 5.78 6.31 4.68 0.263 0.005 0.3 0.08 0.10 Gravity
C4-22010 C4-21054 6 94.2 -0.0955 6.02 4.59 6.31 4.68 -0.112 0.005 0.3 0.19 0.10 Gravity
C4-22014 C4-22015 8 85.0 0.3612 6.11 4.61 6.00 4.31 0.469 0.081 1.31 0.201 0.21 Gravity
C4-22015 C4-21056 8 170.9 0.3610 6.00 4.31 6.01 3.691 0.4691 0.091 0-51 0,211 0.46 Gravit
C4-22021 C4-21092 18 5.2 1.4808 19.19 16.09 19.11 16.011 8.247 -0.016 0.01 0.901 0.98 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5V\ppendix A.xls Page 7
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.6
Design Scenario
Pipe Full eak ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in D) at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
C4-22022 C3-21060 6 233.1 0.4934 31.08 27.40 33.09 26.25 0.255 0.004 0.3 0.08 0.08 Gravity
C4-29007 C4-21017 12 9.5 0.0000 10.33 4.00 10.18 4.00 0 1.043 2.8 0.72 0.69 Gravity
C4-29012 C4-21048 8 128.3 0.3196 10.00 5.96 10.16 5.55 0.442 0.005 0.0 0.12 0.52 Gravity
C5-21001 C5-21002 8 270.1 0.3813 11.25 7.14 8.57 6.11 0.482 0.001 0.0 0.07 0.14 Gravity
C5-21002 C4-21062 8 269.8 0.4225 8.57 6.11 7.59 4.97 0.508 0.041 0.7 0.14 0.20 Gravity
C5-21003 C5-21004 8 32.6 0.3374 11.31 6.71 10.97 6.60 0.454 0.056 1.6 0.17 0.14 Gravity
C5-21004 C5-21042 8 14.5 22.0000 10.97 1.00 10.90 -2.19 3.664 0.056 3.2 0.09 0.09 Gravity
C5-21006 C5-21007 6 267.9 0.4927 6.97 4.69 6.91 3.37 0.255 0.042 0.9 0.15 0.20 Gravity
C5-21007 C5-21008 8 376.6 0.2841 6.91 3.37 5.05 2.30 0.416 0.076 0.8 0.20 0.28 Gravity
C5-21008 C4-21030 8 360.0 0.3361 5.05 2.30 8.00 1.09 0.453 0.160 1.6 028 0.33 Gravity
C5-21009 C5-21010 8 321.4 0.4387 7.04 3.21 5.70 1.80 0.517 0.026 0.7 0.12 0.15 Gravity
C5-21010 C4-21074 8 446.6 0.4165 5.70 1.80 7.57 -0.06 0.504 0.047 0.2 0.15 1.06 Surcharged
C5-21011 C5-21012 6 271.5 0.4641 5.31 3.26 3.85 2.00 0.247 0.004 0.2 0.08 0.10 Gravity
C5-21012 C5-29008 6 419.8 0.6346 3.85 2.00 5.74 -0.66 0.289 0.013 0.1 0.10 0.98 Surcharged
C5-21013 C5-21040 24 58.9 0.0730 5.16 -0.79 3.73 -0.83 3.932 2.514 2.2 1.10 1.09 Gravity
C5-21014 C5-21015 8 253.0 0.5534 7.40 3.70 7.60 2.30 0.581 0.003 0.2 0.07 0.07 Gravity
C5-21015 C5-21016 8 300.0 0.6000 7.60 2.20 7.80 0.40 0.605 0.008 0.3 0.08 0.15 Gravity
C5-21016 C5-21017 8 297.7 0.6046 7.80 0.40 7.80 -1.40 0.607 0.054 1.5 0.15 0.15 Gravity
C5-21017 C5-21043 8 258.9 2.9355 7.80 -1.40 8.00 -9.00 1.339 0.058 2.3 0.12 0.12 Gravity
C5-21019 C5-21020 8 148.3 0.8294 8.20 3.40 8.09 2.17 0.711 0.000 0.0 0.00 0.67 Gravity
C5-21020 C5-21013 8 134.0 0.0000 8.09 2.17 5.16 2.17 0 0.000 0.01 0.67 0.67 Throttled
C5-21021 C5-21022 24 230.0 0.1870 3.90 -1.10 4.92 -1.53 6.323 2.564 2.6 0.91 0.98 Gravity
C5-21022 C5-21023 24 261.7 0.1299 4.92 -1.53 6.13 -1.87 5.271 2.612 3.0 0.98 0.88 Gravity
C5-21023 C5-21024 24 45.2 0.2876 6.13 -1.87 6.85 -2.00 7.841 2.638 2.8 0.88 0.94 Gravity
C5-21024 C5-21025 24 558.2 0.1791 6.85 -2.00 11.16 -3.00 6.189 2.668 2.0 0.94 1.26 Gravity
C5-21025 C5-21031 24 113.9 0.0878 11.16 -3.00 11.33 -3.10 4.332 2.669 1.9 1.26 1.29 Gravity
C5-21026 C5-21027 6 173.8 0.8055 8.72 5.31 7.77 3.91 0.326 0.050 1.2 0.15 0.18 Gravity
C5-21027 C5-21029 6 178.5 0.6387 7.77 3.91 10.27 2.77 0.29 0.070 0.5 0.18 0.76 Surcharged
C5-21028 C5-21029 24 141.0 0.8014 11.30 3.90 10.27 2.77 13.091 2.142 3.0 0.56 0.76 Gravity
C5-21029 C5-21030 24 146.0 0.2123 10.27 2.77 11.40 2.46 6.738 2.204 3.9 0.76 0.65 Gravity
C5-21030 C5-21031 24 39.3 14.1476 11.40 2.46 11.33 -3.10 54.972 2.204 1.6 0.33 1.29 Gravity
C5-21031 C5-21032 36 132.8 0.0753 11.33 -3.10 9.15 -3.20 11.829 4.872 2.7 1.29 1.26 Gravity
C5-21032 C5-21102 36 277.9 0.0288 9.15 -3.20 9.10 -3.28 7.315 4.871 4.4 1.26 0.87 Gravity
C5-21037 C5-29014 51 43.5 0.3862 8.80 -8.08 10.00 -8.24 67.898 23.263 5.2 2.04 2.12 Gravity
C5-21040 C5-21021 24 369.8 0.0722 3.73 -0.83 3.90 -1.10 3.932 2.526 2.8 1.09 0.91 Gravity
C5-21041 C5-21042 36 185.0 0.1027 9.30 -5.26 10.90 -5.45 13.818 14.365 3.7 2.60 2.57.Gravity
C5-21042 C5-21107 36 127.3 0.1728 10.90 -5.45 12.30 -5.67 17.92 14.406 3.6 2.55 2.63 Gravity
C5-21043 C5-21044 16 11.4 0.8596 8.00 -9.25 8.00 -9.35 4.599 0.289 2.7 0.24 0.24 Gravity
C5-21044 C5-29026 16 116.2 0.8623 8.00 -9.35 8.00 -10.35 4.605 0.289 2.7 0.24 0.24 Gravity
C5-21045 C5-21014 6 593.7 0.4969 9.23 6.65 7.40 3.70 0.256 0.000 0.0 0.07 0.07 Gravity
C5-21101 C5-21102 51 82.5 0.0727 10.00 -7.39 9.10 -7.45 29.429 14.745 3.1 2.19 2.19 Gravity
C5-21102 C5-21103 51 266.0 0.1053 9.10 -7.45 9.00 -7.73 35.41 19.589 4.2 2.19 2.15 Gravity
C5-21103 C5-21104 51 291.2 0.0996 9.00 -7.73 9.80 -8.02 34.442 19.583 4.6 2.15 2.01 Gravity
C5-21104 C5-21037 51 14.1 0.3901 9.80 -8.02 8.80 -8.08 67.898 19.582 4.5 2.01 2.04 Gravity
C5-21106 C5-21107 24 11.2 69.6429 12.00 5.13 12.30 -2.67 121.799 0.389 3.3 0.22 0.22 Gravit
C5-21107 D5-21096 36 316.6 0.1327 12.30 -5.67 13.61 -6.09 15.702 14.758 3.5 2.62 2.65 Gravit
C5-21108 C5-29032 6 140.5 0.5480 10.00 7.97 9.81 7.20 0.269 0.000 0.0 0.07 0.07 Gravity
C5-22006 C5-21019 10 108.1 0.1832 6.75 3.60 8.20 3.40 0.606 0.000 0.0 0.00 0.00 Gravity
C5-22008 C5-21023 6 180.0 2.7000 7.16 2.99 6.13 -1.87 0.596 0.005 0.0 0.07 0.88 Surcharged
C5-22009 C5-21006 6 139.1 0.0144 7.26 4.71 6.97 4.69 0.043 0.009 0.3 0.16 0.15 Gravity
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 8
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea
eea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeld Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient I%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
C5-23001 C5-27005 12 215.3 0.0000 7.43 -1.94 8.00 -1.94 1.072 2.1 Pressure Pressure Forcemain
C5-23004 C5-23005 12 20.0 0.0000 8.10 -1.94 8.13 -1.94 1.072 2.1 Pressure Pressure Forcemain
C5-23005 C5-23006 12 421.6 0.0000 8.06 -1.94 8.10 -1.94 1.072 2.1 Pressure Pressure Forcemain
C5-23006 C5-23001 12 80.8 0.0000 8.08 -1.94 7.43 -1.94 1.072 2.1 Pressure Pressure Forcemain
C5-24001 C5-29029 10 13.2 0.1816 8.00 4.19 8.00 4.17 0.606 0.000 0.0 0.00 0.00 Gravity
C5-27005 C5-29010 8 2321.8 0.0000 8.00 -1.94 6.09 -1.94 1.073 4.8 Pressure Pressure Forcemain
C5-27006 C5-29031 8 174.8 0.0000 8.00 4.23 6.00 4.23 0.280 1.2 Pressure Pressure Forcemain
C5-27010 C5-29028 6 16.1 0.0000 8.00 4.23 8.00 4.23 0.280 2.2 Pressure Pressure Forcemain
C5-27011 C5-29027 6 16.2 0.0000 8.00 4.23 6.00 4.23 0.000 0.0 Pressure Pressure Forcemain
C5-29003 C5-29009SG 30256.1 -2.6279 7.81 -2.50 11.48 4.23 0.000 0.0 Pressure Pressure Forcemain
C5-29008 C5-21013 6 19.9 0.6332 5.74 -0.66 5.16 -0.79 0.289 0.016 -0.1 0.98 1.10 Surcharged
C5-29009 C5-29013 30 691.7 0.0000 11.48 4.23 8.14 4.23 0.280 0.1 Pressure Pressure Forcemain
C5-29014 135-29010 51 53.5 0.3869 10.00 -8.24 10.00 -8.45 67.8981 33.508 7.31 2.12 2.12 Gravity
C5-29020 C5-29021 8 597.6 3.3384 8.24 7.50 10.05 -12.45 1.427 0.069 1.9 0.12 0.15 Gravity
C5-29027 C5-29028 6 3.3 0.0000 8.00 4.23 8.00 4.23 0.000 0.0 Pressure Pressure Forcemain
C5-29028 C5-27006 8 3.3 0.0000 8.00 4.23 8.00 4.23 0.280 1.2 Pressure Pressure Forcemain
C5-29029 C5-22006 10 312.0 0.1830 8.00 4.17 6.75 3.60 0.606 0.000 0.0 0.00 0.00 Gravity
C5-29031 C5-29009 16 1977.8 0.0000 6.00 4.23 11.48 4.23 0.280 0.3 Pressure Pressure Forcemain
C5-29032 C5-21045 6 100.5 0.5473 9.81 7.20 9.23 6.65 0.268 0.000 0.0 0.07 0.07 Gravity
C6-21001 C6-21002 6 300.1 0.6465 8.60 1.70 8.60 -0.24 0.292 0.110 1.8 0.79 2.61 Surcharged
C6-21002 C6-21003 6 157.6 0.5393 8.60 -0.24 8.60 -1.09 0.266 0.114 2.0 2.61 3.39 Surcharged
C6-21003 C6-21004 6 272.1 0.6156 8.60 -1.09 9.09 -2.77 0.285 0.105 1.9 3.39 4.94 Surcharged
C6-21004 C6-21005 6 70.7 0.6153 9.09 -2.77 8.50 -3.20 0.285 0.102 1.8 4.94 5.34 Surcharged
C6-21005 C6-21011 6 58.4 0.5137 8.50 -3.20 9.60 -3.50 0.26 0.099 2.1 5.34 5.62 Surcharged
C6-21006 C6-21007 8 282.0 0.4504 8.50 2.27 8.60 1.00 0.524 0.094 1.3 0.20 1.29 Surcharged
C6-21007 C6-21008 8 251.6 0.4491 8.60 1.00 9.10 -0.13 0.524 0.132 1.6 1.29 2.38 Surcharged
C6-21008 C6-21009 8 259.1 0.4400 9.10 -0.13 8.60 -1.27 0.518 0.158 2.0 2.38 3.48 Surcharged
C6-21009 C6-21010 8 242.4 0.4579 8.60 -1.27 9.30 -2.38 0.529 0.151 1.9 3.48 4.55 Surcharged
C6-21010 C6-21011 8 246.6 0.4542 9.30 -2.38 9.60 -3.50 0.527 0.137 2.2 4.55 5.62 Surcharged
C6-21011PS C6-22001 8 428.9 0.2616 9.60 4.75 8.00 3.63 0.4 0.270 1.2 3.78 4.39 Surcharged
C6-22001 C6-22003 8 1004.6 0.0000 8.00 3.63 8.00 3.63 0.270 1.2 Pressure Pressure Forcemain
C6-22003 C6-22005 8 292.8 0.0000 8.00 3.63 9.03 3.63 0.270 1.2 Pressure Pressure Forcemain
C6-22004 C5-29012 8 1111.4 0.0000 8.00 3.63 8.05 3.63 0.270 1.2 Pressure Pressure Forcemain
C6-22005 C6-22004 8 708.9 0.0000 9.03 3.63 8.00 3.63 0.270 1.2 Pressure Pressure Forcemain
C7-21001 C7-21002 12 293.9 0.2552 8.68 5.05 10.80 4.30 1.163 0.000 0.0 0.07 0.07 Gravit
C7-21002 C7-21003 12 180.0 0.2500 10.80 4.30 10.17 3.85 1.152 0.000 0.0 0.07 0.07 Gravity
C7-21003 C7-21004 12 311.0 0.25721 10.17 3.85 5.30 3.05 1.168 0.000 0.0 0.07 0.07 Gravity
C7-21004 C7-21005 12 295.0 0.2576 5.30 3.05 6.50 2.29 1.169 0.000 0.0 0.07 0.07 Gravity
C7-21005 D7-21071 12 320.6 0.2464 8.50 2.29 8.38 1.50 1.143 0.000 0.0 0.07 0.16 Gravity
C7-21006 C7-21007 8 233.1 0.4848 10.00 4.52 9.00 3.39 0.544 0.001 0.1 0.07 0.08 Gravity
C7-21007 C7-21008 8 261.8 0.4469 9.00 3.39 8.30 2.22 0.522 0.006 0.2 0.08 0.15 Gravity
C7-21008 C7-21009 10 278.2 0.2983 8.30 2.22 8.90 1.39 0.774 0.048 0.9 0.15 0.81 Gravity
C7-21009 C7-21010 10 229.8 0.3046 8.90 1.39 8.30 0.69 0.782 0.063 1.1 0.81 1.50 Surcharged
C7-21010 C7-21011 10 227.1 0.3056 8.30 0.69 9.40 0.00 0.783 0.064 0.7 1.50 2.19 Surcharged
C7-21011 C7-21012 10 247.5 0.3055 9.40 0.00 8.70 -0.761 0.783 0.121 1.5 2.19 2.93 Surcharged
C7-21012 C7-21013 10 301.6 0.2984 8.70 -0.76 9.00 -1.661 0.7741 0.1181 1.51 2.93 3.81 Surcharged
C7-21013 C7-21014 10 298.4 0.3016 9.00 -1.66 8.60 -2.560.778 0.109 1.4 3.81 4.70 Surcharged
C7-21014 C6-21011 10 321.7 0.2922 8.60 -2.56 9.60 -0.50 0.766 0.117 2.01 4.70 5.62 Surcharged
C8-21001 C7-21001 12 242.4 0.25171 9.07 5.66 8.68 5.051 1.1561 0.0001 0.01 0.07 0.07 Gra vit
D1-21002 D1-21003 6 125.9 4.7657 553.30 547.30 547.80 541.30 0.792 0.068 3.3 0.12 0.11 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5WAppendix A.xls Page 9
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Full ea ea Maximum Maximum
Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (h) (ft) (ft) (n) CapDeph in DS
cityFlow Velocity Manlhole(Deph in ft) M nthole(f) at Peak Flow
D1-21003 D1-21004 6 225.5 9.7118 547.80 541.30 526.00 519.40 1.13 0.081 3.4 0.11 0.12 Gravity
D1-21004 E1-21025 6 262.4 9.4512 526.00 519.40 504.20 494.60 1.115 0.105 3.4 0.12 0.15 Gravity
D1-21005 D1-21006 6 299.5 7.1786 542.60 536.70 522.00 515.20 0.972 0.010 0.8 0.07 0.08 Gravity
D1-21006 D1-21007 6 148.5 13.4680 522.00 515.20 503.20 495.20 1.331 0.017 1.2 0.08 0.08 Gravity
D1-21007 D1-21008 6 293.0 13.1741 503.20 495.20 465.20 456.60 1.317 0.034 1.8 0.08 0.10 Gravity
D1-21008 D1-21010 6 189.7 9.5941 465.20 456.60 445.00 438.40 1.124 0.059 3.1 0.10 0.10 Gravity
D1-21009 D1-21008 6 156.0 9.5513 477.40 471.50 465.20 456.60 1.121 0.015 0.8 0.08 0.10 Gravity
D1-21010 132-21002 6 177.6 11.4865 445.00 438.40 426.40 418.00 1.229 0.071 1.8 0.10 0.18 Gravity
D1-21012 D1-21013 6 249.6 10.9776 516.40 510.40 489.20 483.00 1.202 0.027 1.6 0.08 0.10 Gravity
D1-21013 D1-21014 6 287.6 9.4228 489.20 483.00 463.60 455.90 1.114 0.048 2.5 0.10 0.11 Gravity
D1-21014 D2-21001 6 298.2 8.8531 463.60 455.90 436.60 429.50 1.079 0.066 2.9 0.11 0.12 Gravity
D1-21016 D1-21017 6 290.1 9.4105 538.50 535.00 513.50 507.70 1.113 0.012 0.9 0.07 0.08 Gravity
D1-21017 Dl-21018 6 269.3 10.9915 513.50 507.70 483.80 478.101 1.203 0.020 1.4 0.08 0.08 Gravity
Dl-21018 D2-21038 6 266.0 11.1278 483.80 478.10 454.60 448.50 1.21 0.027 1.5 0.08 0.10 Gravity
D1-22011 D1-21012 6 187.3 5.2322 525.20 520.20 516.40 510.40 0.83 0.011 0.8 0.08 0.08 Gravity
D1-22015 D1-21016 6 151.8 2.8327 544.80 539.30 538.50 535.00 0.611 0.005 0.4 0.07 0.07 Gravity
D2-21001 D2-21002 6 163.9 7.0165 436.60 429.50 426.40 418.00 0.961 0.081 2.0 0.12 0.18 Gravity
D2-21002 132-21003 6 202.8 3.7475 426.40 418.00 415.40 410.40 0.702 0.162 4.1 0.18 0.17 Gravity
D2-21003 132-21004 6 64.7 4.4822 415.40 410.40 415.10 407.50 0.768 0.169 4.3 0.17 0.17 Gravity
D2-21004 D2-21006 6 250.0 10.6800 415.10 407.50 386.50 380.80 1.186 0.184 4.4 0.15 0.18 Gravity
D2-21005 D2-21004 6 212.9 11.27291 437.60 431.50 415.10 407.50 1.218 0.013 0.41 0.07 0.15 Gravity
D2-21006 D2-21007 6 115.9 4.8318 386.50 380.80 382.60 375.20 0.797 0.201 1.8 0.18 0.49 Gravity
132-21007 D2-21008 6 316.3 8.6595 382.60 375.20 353.21 347.81 1.068 0.914 8.0 0.37 0.75 Surcharged
D2-21008 D2-21009 6 314.0 10.0350 353.21 347.81 321.77 316.30 1.149 0.952 8.0 0.36 0.78 Surcharged
D2-21009 D2-21010 6 321.6 9.8072 321.77 316.30 290.18 284.76 1.136 0.984 7.8 0.37 0.78 Surcharged
D2-21010 D2-21011 6 328.2 9.5643 290.18 284.76 258.76 253.37 1.122 1.024 9.7 0.39 0.39 Gravity
D2-21011 D2-21012 8 282.7 11.3230 258.76 253.37 229.76 221.36 2.629 1.057 6.7 0.30 0.49 Gravity
D2-21012 132-21024 8 260.0 8.7038 229.76 221.36 206.27 198.73 2.305 1.536 9.9 0.41 0.49 Gravity
D2-21013 132-21014 6 213.1 10.6335 349.64 344.73 327.87 322.07 1.183 0.055 1.2 0.10 0.20 Gravity
D2-21014 132-21015 6 244.1 0.4195 327.87 322.07 324.50 321.05 0.235 0.067 1.3 0.20 0.22 Gravity
D2-21015 132-21018 6 251.8 0.4194 324.50 321.05 327.36 319.99 0.235 0.083 1.8 0.22 0.20 Gravity
D2-21016 132-21017 6 97.9 7.3749 347.57 341.27 339.18 334.05 0.985 0.279 6.4 0.19 0.19 Gravity
D2-21017 D2-21018 6 163.3 8.6099 339.18 334.05 327.36 319.99 1.064 0.285 6.1 0.19 0.20 Gravity
D2-21018 132-21019 6 295.5 13.0051 327.36 319.99 287.03 281.56 1.308 0.379 8.1 0.20 0.20 Gravity
D2-21019 D2-21020 6 298.7 14.6903 287.03 281.56 243.73 237.68 1.39 0.404 5.1 0.20 0.31 Gravity
D2-21020 D2-21021 6 69.0 3.7536 243.73 237.68 241.58 235.09 0.703 0.410 3.0 0.30 1.64 Surcharged
D2-21021 D2-21022 6 296.3 1.0192 241.58 235.09 237.871 232.07 0.366 0.420 3.7 1.62 0.41 Throttled
D2-21022 D2-21023 6 158.2 3.8053 237.87 232.07 231.41 226.05 0.708 0.436 5.5 0.29 0.30 Gravity
D2-21023 132-21012 6 103.4 4.5358 231.41 226.05 229.76 221.36 0.773 0.452 3.6 0.29 0.49 Gravity
D2-21024 D2-21025 8 177.6 9.2568 206.27 198.73 188.86 182.29 2.377 1.552 7.5 0.40 0.88 Surcharged
D2-21025 D2-21051 8 267.1 7.6825 188.86 182.29 166.89 161.77 2.165 1.894 9.4 0.49 1.26 Surcharged
D2-21026 D2-21027 6 298.4 10.3150 401.28 396.10 370.12 365.32 1.165 0.014 0.9 0.07 0.09 Gravity
D2-21027 D2-21028 6 285.8 10.9027 370.12 365.32 341.61 334.16 1.198 0.039 1.8 0.09 0.11 Gravity
D2-21028 D2-21029 6 262.9 4.1347 341.61 334.16 331.15 323.29 0.738 0.057 2.4 0.11 0.12 Gravity
D2-21029 D2-21035 6 177.4 4.6223 331.15 323.29 324.61 315.09 0.78 0.073 1.9 0.12 0.17 Gravity
D2-21030 D2-21031 6 125.0 6.6880 449.56 442.98 440.181 434.62 0.938 0.014 1.1 0.08 0.08 Gravity
D2-21031 22-21032 6 299.7 15.0317 440.18 434.52 393.001 389.47 1.406 0.027 1.7 0.08 0.09 Gravity
D2-21032 D2-21033 6 305.1 15.4179393.00 389.47 351.34 342.43 1.424 0.046 2.4 0.09 0.11 Gravity
D2-21033 D2-21034 6 150.6 8.0943 351.34 342.43 336.591 330.24 1.032 0.061 3.1 0.11 0.11 Gravity
D2-21034 D2-21035 6 196.0 7.7296 336.591 330.24 324.61 315.09 1.009 0.067 1.7 0.11 0.17 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 10
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full eak Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Meaodeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (fl) (ft) (ft) (ft) (mgd) Flow Velocity Manhole(ft) Manhole(fl) at Peak Flow
D2-21035 D2-21078 6 97.6 3.2295 324.61 315.09 319.30 311.94 0.652 0.145 3.4 0.17 0.18 Gravit
D2-21036 D2-21037 6 289.7 5.2330 311.34 306.21 297.17 291.05 0.83 0.190 4.1 0.18 0.20 Gravity
D2-21037 D2-21044 6 115.6 3.7803 297.17 291.05 292.17 286.68 0.705 0.201 4.4 0.20 0.20 Gravity
D2-21038 D2-21039 6 176.0 3.3523 454.60 448.50 447.90 442.60 0.664 0.033 2.3 0.10 0.09 Gravity
D2-21039 D2-21040 6 300.9 14.9551 447.90 442.60 403.40 397.60 1.403 0.039 2.6 0.09 0.09 Gravity
D2-21040 D2-21041 6 114.3 14.9493 403.40 397.60 385.80 380.51 1.403 0.046 2.8 0.09 0.09 Gravity
D2-21041 D2-21042 6 234.8 14.9502 385.80 380.51 350.79 345.41 1.403 0.053 3.1 0.09 0.10 Gravity
D2-21042 D2-21043 6 302.2 14.9504 350.79 345.41 305.62 300.23 1.403 0.062 3.3 0.10 0.10 Gravity
D2-21043 D2-21044 6 124.0 10.9274 305.62 300.23 292.17 286.68 1.199 0.067 1.7 0.10 0.17 Gravity
D2-21044 D2-21045 6 226.0 12.1637 292.17 286.68 266.13 259.19 1.265 0.268 5.7 0.17 0.20 Gravity
D2-21045 D2-21046 6 123.2 6.5341 266.13 259.19 255.79 251.14 0.927 0.270 5.8 0.20 0.20 Gravity
D2-21046 D2-21047 6 268.0 15.5448 255.79 251.14 217.90 209.48 1.43 0.285 5.1 0.17 0.23 Gravity
D2-21047 D2-21049 61 315.8 4.7910 217.90 209.48 199.63 194.35 0.794 0.304 5.0 0.23 0.24 Gravity
D2-21048 D2-21049 6 117.9 1.6031 200.64 196.24 199.63 194.35 0.459 0.013 0.2 0.09 0.24 Gravity
D2-21049 D2-21050 6 188.8 4.3273 199.63 194.35 191.33 186.18 0.755 0.329 4.5 0.24 0.28 Gravity
02-21050 D2-21025 6 131.1 2.9672 191.33 186.18 188.86 182.29 0.625 0.338 2.6 0.28 0.87 Surcharged
D2-21051 D2-21052 8 317.0 8.3407 166.89 161.77 143.71 135.33 2.256 1.890 6.8 1.03 8.22 Surcharged
D2-21052 D2-21073 8 247.5 8.4040 143.71 135.53 124.56 114.73 2.265 2.143 7.0 7.89 9.25 Surcharged
D2-21053 D2-21054 6 95.0 3.2000 324.79 316.79 320.03 313.75 0.649 0.012 0.9 0.08 0.08 Gravity
D2-21054 D2-21055 6 160.0 12.6063 320.03 313.75 298.68 293.58 1.288 0.023 1.8 0.08 0.08 Gravity
D2-21055 D2-21056 6 175.4 14.4698 298.68 293.58 275.40 268.20 1.38 0.029 1.4 0.08 0.11 Gravity
D2-21056 D2-21059 6 102.5 14.1951 275.40 268.20 258.96 253.65 1.367 0.092 4.4 0.11 0.11 Gravity
D2-21057 D2-21058 6 146.9 2.5868 298.50 283.60 282.50 279.80 0.583 0.051 2.7 0.12 0.10 Gravity
D2-21058 D2-21056 6 169.5 6.8437 282.50 279.80 275.40 268.20 0.949 0.054 2.7 0.10 0.11 Gravity
D2-21059 D2-21061 6 193.9 15.1882 258.96 253.65 238.55 224.20 1.414 0.101 2.9 0.11 0.16 Gravity
D2-21060 D2-21061 6 273.4 0.3182 228.24 225.07 238.55 224.20 0.205 0.023 0.7 0.13 0.16 Gravity
D2-21061 D2-21062 6 122.0 3.7869 238.551 224.20 225.81 219.58 0.706 0.129 3.7 0.16 0.16 Gravity
D2-21062 D2-21063 6 147.0 12.8844 225.81 219.58 205.97 200.64 1.302 0.139 5.4 0.13 0.13 Gravity
D2-21063 D2-21064 6 168.5 15.8635 205.97 200.64 180.38 173.91 1.4451 0.150 5.0 0.13 0.14 Gravity
D2-21064 D2-21066 6 201.5 13.3002 180.38 173.91 154.67 147.11 1.323 0.187 3.0 0.14 0.25 Gravity
D2-21065 D2-21064 6 232.0 7.1379 195.08 190.47 180.38 173.91 0.969 0.024 0.8 0.08 0.14 Gravity
D2-21066 132-21068 6 239.2 1.6597 154.67 147.11 148.34 143.14 0.467 0.207 2.1 0.25 2.86 Surcharged
D2-21067 D2-21068 6 149.7 2.7054 153.52 147.19 148.34 143.14 0.597 0.033 0.2 0.09 2.86 Surcharged
D2-21068 D2-21069 6 239.4 0.6266 148.34 143.14 151.37 141.64 0.287 0.260 2.1 2.86 3.50 Surcharged
D2-21069 D2-21070 6 94.9 0.4953 151.37 141.64 150.87 141.17 0.255 0.293 3.1 3.49 3.61 Throttled
D2-21070 D2-21052 61 285.4 1.9762 150.87 141.17 143.71 135.53 0.51 0.328 2.2 3.60 8.02 Surcharged
D2-21071 D2-21072 6 178.1 2.2235 151.21 145.70 147.27 141.74 0.541 0.056 1.5 0.12 1.94 Surcharged
D2-21072 D2-21052 6 300.7 2.1317 147.27 141.74 143.71 135.33 0.53 0.103 0.6 1.94 8.21 Surcharged
D2-21073 C2-21004 8 348.4 3.5419 124.56 114.73 108.02 102.39 1.47 1.755 7.8 9.16 3.31 Throttled
D2-21078 D2-21036 6 177.3 3.2307 319.30 311.94 311.34 306.21 0.652 0.166 4.1 0.18 0.18 Gravity
D3-21003 D3-21007 8 132.1 1.0371 77.36 74.96 76.90 73.59 0.795 0.057 1.2 0.14 0.17 Gravity
D3-21004 D3-21085 8 391.8 4.4844 102.39 95.05 83.48 77.48 1.654 0.022 1.2 0.09 0.09 Gravity
D3-21007 D3-21086 8 198.2 0.7669 76.90 73.59 79.15 72.07 0.684 0.085 1.9 0.17 0.17 Gravity
D3-21008 D3-21084 6 184.0 4.9402 97.64 94.09 88.80 85.00 0.806 0.033 2.0 0.10 0.09 Gravity
D3-21009 D3-21014 8F-138.6 1.9625 80.01 76.32 81.29 73.60 1.094 0.045 0.2 0.11 1.63 Surcharged
D3-21010 D3-21011 61 219.3 0.7661 79.22 73.35 80.13 71.67 0.318 0.004 0.3 0.08 0.09 Gravity
D3-21011D3-21012 6 281.3 1.4433 80.13 71.67 74.17 67.61 0.436 0.017 0.5 0.09 0.16 Gravity
D3-21012 D4-21095 10 133.8 1.7265 74.17 67.61 66.80 65.30 1.861 0.108 0.3 0.16 1.01 Surcharged
D3-21014 D3-21015 1 101 305.0 1.0164 81.29 73.60 77.80 70.50 1.4281 1.585 5.0 1.57 0.70 Throttled
D3-21015 D4-21095 1 101 299.6 1.7356 77.80 70.501 66.801 65.30 1.866 1.615 4.4 0.61 1.02 Surcharged
P:\136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5V+ppendix A.xls Page 11
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
D3-21017 D3-21014 10 149.7 1.2091 81.41 75.41 81.29 73.60 1.558 0.580 1.6 0.38 1.63 Surcharged
D3-21018 D3-21019 6 125.0 0.3280 82.45 76.87 81.32 76.46 0.208 0.004 0.3 0.08 0.08 Gravity
D3-21019 133-21020 6 100.0 0.7700 81.32 76.46 81.19 75.69 0.318 0.008 0.5 0.08 0.10 Gravity
D3-21020 133-21021 6 166.5 1.8739 81.19 75.69 78.57 72.57 0.497 0.022 1.2 0.10 0.10 Gravity
D3-21021 D3-21015 8 143.1 1.4465 78.57 72.57 77.80 70.50 0.94 0.028 0.1 0.10 0.63 Gravity
D3-21022 D3-21021 8 50.4 0.9921 78.79 73.07 78.57 72.57 0.778 0.005 0.2 0.08 0.10 Gravity
D3-21022 D4-21052 6 127.0 2.3071 78.79 73.07 74.64 70.14 0.551 0.007 0.3 0.08 0.12 Gravity
D3-21023 D3-21003 6 144.1 0.5968 78.62 75.82 77.36 74.96 0.28 0.013 0.5 0.10 0.14 Gravity
D3-21024 D3-21026 6 456.0 0.4561 82.97 79.82 82.49 77.74 0.245 0.038 0.5 0.15 0.30 Gravity
D3-21026 D3-21027 6 50.1 0.6188 82.49 77.74 83.13 77.43 0.286 0.180 2.5 0.30 0.27 Gravity
D3-21027 D3-21030 6 149.2 2.0845 83.13 77.45 80.04 74.34 0.524 0.193 1.4 0.22 1.48 Surcharged
D3-21028 D3-21029 6 259.2 1.8634 85.48 81.89 81.96 77.06 0.495 0.069 1.8 0.14 0.17 Gravity
D3-21029 D3-21030 6 158.2 1.7193 81.96 77.06 80.04 74.34 0.4761 0.102 0.8 0.17 1.48 Surcharged
D3-21030 D3-21031 6 153.0 0.4706 80.04 74.34 78.72 73.62 0.249 0.317 3.2 1.47 1.18 Throttled
D3-21031 D3-21036 6 149.5 3.2910 78.72 73.62 75.70 68.70 0.658 0.319 2.1 1.17 4.97 Surchar ed
D3-21032 D3-21033 6 53.0 1.1887 75.20 72.00 75.33 71.37 0.396 0.048 1.0 2.17 2.79 Surcharged
D3-21033 D3-21035 6 162.0 0.2901 75.33 71.37 74.90 70.90 0.195 0.058 0.9 2.79 3.23 Surcharged
D3-21034 D3-21035 6 100.0 0.3500 76.60 71.25 74.90 70.90 0.215 0.031 0.4 2.88 3.23 Surcharged
D3-21035 D3-22006 6 193.1 0.4827 74.90 70.90 75.19 69.97 0.252 0.100 1.3 3.23 4.03 Surcharged
D3-21036 D3-21037 6 157.2 0.5725 75.70 68.70 72.49 67.80 0.275 0.443 3.0 4.95 3.39 Throttled
D3-21037 D3-21038 6 139.3 0.4379 72.49 67.80 72.94 67.19 0.24 0.448 3.2 3.37 1.75 Throttled
D3-21038 133-21041 6 142.6 0.6942 72.94 67.19 70.25 66.20 0.302 0.448 3.9 1.72 0.42 Throttled
D3-21039 133-21081 6 151.7 7.3237 72.73 68.48 66.36 57.37 0.982 0.084 0.6 0.12 1.52 Surcharged
D3-21040 133-21041 6 102.5 1.2976 72.88 67.53 70.25 66.20 0.413 0.015 0.1 0.09 0.41 Gravity
D3-21041 D3-21080 6 150.3 2.1224 70.25 66.20 66.01 63.01 0.529 0.479 4.6 0.39 0.39 Gravity
D3-21042 D3-21043 6 205.0 0.2780 62.89 58.53 69.41 57.96 0.191 0.079 1.9 0.24 0.19 Gravit
D3-21042 D3-21045 8 149.0 2.1745 62.89 58.53 57.53 55.29 1.152 0.285 1.8 0.24 0.44 Gravity
D3-21043 D3-21046 6 150.0 2.1467 69.41 57.96 58.12 54.74 0.532 0.141 2.2 0.19 0.25 Gravity
D3-21044 D4-21069 8 298.1 3.5928 61.94 57.37 50.01 46,661 1.481 0.368 5.1 0.24 0.24 Gravity
D3-21045 D3-21046 8 205.1 0.2682 57.53 55.29 58.12 54.74 0.405 0.305 2.8 0.44 0.33 Gravity
D3-21046 133-21047 8 150.0 3.8267 58.12 54.74 52.16 49.00 1.528 0.442 3.8 0.25 0.34 Gravity
D3-21047 133-21048 8 102.6 1.4620 52.16 49.00 51.90 47.50 0.944 0.471 4.1 0.34 0.34 Gravity
D3-21048 D3-21049 6 140.1 4.2755 51.90 47.50 44.71 41.51 0.75 0.499 5.3 0.31 0.35 Gravity
D3-21049 D4-21070 8 277.1 1.8658 44.71 41.51 39.59 36.34 1.067 0.548 2.8 0.35 0.61 Gravity
D3-21050 D3-21032 6 304.1 0.8057 77.75 74.45 75.20 72.00 0.326 0.032 1.0 0.12 2.17 Surcharged
D3-21051 D3-21052 6 198.4 11.3458 177.72 171.50 155.48 148.99 1.222 0.035 1.8 0.09 0.11 Gravity
D3-21052 D3-21053 6 218.8 3.6335 155.48 148.95 147.33 141.00 0.691 0.108 3.0 0.15 0.16 Gravity
D3-21053 D3-21055 6 343.7 6.0227 147.33 141.00 125.89 120.30 0.89 0.169 4.7 0.16 0.16 Gravit
D3-21054 D3-21055 8 255.8 10.9109 151.54 147.42 125.89 119.51 2.581 0.109 1.9 0.11 0.20 Gravity
D3-21055 D3-21056 8 368.2 6.5100 125.89 119.51 101.32 95.54 1.993 0.340 2.6 0.20 0.38 Gravity
D3-21056 D3-21058 10 324.4 0.4316 101.32 95.54 97.83 94.14 0.93 0.382 2.8 0.38 0.34 Gravity
D3-21057 D3-21058 6 110.0 0.9091 99.20 95.08 97.83 94.08 0.346 0.033 0.5 0.12 0.25 Gravity
D3-21058 D3-21059 10 140.7 3.1841 97.83 94.08 94.90 89.60 2.527 0.430 4.2 0.25 0.28 Gravity
D3-21059 D3-21061 10 258.2 2.2967 94.90 89.60 89.25 83.67 2.147 0.453 4.1 0.28 0.29 Gravity
D3-21060 D3-21061 6 132.0 1.0985 90.43 85.25 89.25 83.80 0.38 0.0231 1.1 0.11 0.16 Gravity
D3-21061 D3-21066 10 140.3 2.2452 89.25 83.67 85.96 80.52 2.122 0.507 3.5 0.29 0.36 Gravity
D3-21062 D3-21064 6 310.5 2.8406 100.02 95.09 93.75 86.27 0.611 0.073 2.7 0.14 0.14 Gravity
D3-21064 D3-21063 6 173.0 -3.9306 93.75 86.13 101.99 92.93 -0.719 -0.049 -2.4 0.19 0.11 Gravity
D3-21064 D3-21083 8 115.0 1.5261 93.75 86.13 88.00 84.38 0.965 0.153 2.7 5.191 0.20 Gravit
D3-21065 D3-21066 6 344.5 0.4296 85A21 82.16 85.96 80.68 0.238 0.221 2.8 0.401 0.30 Gravit
P:\136000\136414-Burlingame\A W Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 12
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (ft) (H) (ft) (mgd) Flow Velocity Manhole(ft) Manhole(ft) at Peak Flow
D3-21066 D3-21068 10 146.4 2.1926 85.96 80.52 83.15 77.31 2.097 0.751 4.1 0.36 0.43 Gravity
D3-21067 D3-21068 6 260.3 2.6585 90.65 84.23 83.15 77.31 0.592 0.028 0.2 0.10 0.43 Gravity
D3-21068 D3-21070 10 220.4 1.2568 83.15 77.31 78.94 74.54 1.588 0.807 4.4 0.43 0.43 Gravity
D3-21069 D3-21070 6 272.9 2.1693 85.86 80.48 78.94 74.56 0.534 0.028 0.3 0.10 0.34 Gravity
D3-21070 D3-21071 101 165.6 2.6449 78.94 74.54 75.85 70.16 2.304 0.870 3.9 0.36 0.50 Gravity
D3-21071 133-21072 10 370.9 0.9383 75.85 70.16 71.90 66.68 1.372 0.901 4.2 0.50 0.49 Gravity
133-21072 C3-21042 10 248.6 1.1987 71.90 66.68 69.32 63.70 1.551 0.970 4.6 0.48 0.48 Gravity
D3-21073 D3-21074 6 196.7 1.9115 73.79 68.91 70.30 65.15 0.502 0.050 1.5 0.13 0.16 Gravity
D3-21074 D3-21075 6 378.3 2.0169 70.30 65.15 63.04 57.52 0.515 0.092 2.1 0.16 0.19 Gravity
D3-21075 C3-21055 6 256.0 2.5391 63.04 57.52 55.20 51.02 0.578 0.156 3.6 0.19 0.19 Gravity
D3-21076 D3-21077 6 278.0 1.4496 97.33 92.10 92.48 88.07 0.437 0.017 0.9 0.09 0.10 Gravity
D3-21077 C3-21021 6 135.3 5.9128 92.48 88.07 84.89 80.07 0.882 0.051 1.1 0.10 0.20 Gravity
D3-21078 C3-21021 6 132.0 3.74241 91.17 85.28 84.89 80.34 0.702 0.019 1.3 0.091 0.09 Gravity
D3-21079 D3-21017 6 127.7 7.6586 89.68 85.19 81.41 75.41 1.004 0.017 0.2 0.08 0.38 Gravity
D3-21080 D3-21082 8 288.0 0.8056 66.01 63.01 69.19 60.69 0.701 0.175 2.3 0.24 0.25 Gravity
D3-21080 D3-21042 8 150.2 2.9827 66.01 63.01 62.89 58.53 1.349 0.335 4.7 0.24 0.24 Gravity
D3-21081 D3-21044 8 148.1 0.4321 66.36 58.53 61.94 57.89 0.514 0.276 2.7 0.36 0.31 Gravity
D3-21082 D3-21081 8 289.5 0.7461 69.19 60.69 66.36 58.53 0.675 0.188 1.6 0.25 0.36 Gravity
D3-21083 D3-21065 8 145.2 1.5255 88.00 84.38 85.42 82.16 0.965 0.168 1.2 0.20 0.41 Gravity
D3-21084 D3-21009 8 157.5 5.5111 88.80 85.00 80.01 76.32 1.834 0.039 1.6 0.09 0.11 Gravity
D3-21085 133-21007 8 159.6 2.4373 83.48 77.48 76.90 73.59 1.22 0.026 0.6 0.09 0.17 Gravity
D3-21086 D3-21087 8 228.4 0.9063 79.15 72.07 80.89 70.00 0.744 0.087 2.1 0.17 0.17 Gravity
D3-21087 D3-21012 10 146.9 1.6270 80.89 70.00 74.17 67.61 1.807 0.087 1.8 0.15 0.16 Gravity
D3-21088 D3-21003 9 254.5 6.8134 96.12 92.30 77.36 74.96 2.791 0.040 1.1 0.10 0.14 Gravit
D3-21089 D3-21088 6 240.7 7.8106 117.60 111.40 96.12 92.60 1.014 0.028 2.0 0.09 0.09 Gravity
D3-22001 D3-21024 6 96.0 5.8125 89.05 85.40 82.97 79.82 0.875 0.005 0.2 0.07 0.15 Gravity
D3-22002 D3-21032 6 93.0 12.0108 85.67 83.17 75.20 72.00 1.257 0.013 0.5 0.07 2.17 Surcharged
D3-22003 D3-21036 6 108.7 0.4821 75.31 69.22 75.70 68.70 0.252 0.154 1.0 4.61 4.97 Surcharged
D3-22004 D3-22003 6 17.9 0.4860 75.27 69.31 75.31 69.22 0.2521 0.144 1.5 4.55 4.61 Surcharged
D3-22005 D3-22004 6 115.9 0.4823 75.23 69.87 75.27 69.31 0.2521 0.127 1.4 4.11 4.55 Surcharged
D3-22006 D3-22005 6 20.5 0.4780 75.19 69.97 75.23 69.87 0.252 0.117 1.5 4.03 4.11 Surcharged
D3-22007 133-21034 6 105.0 3.8857 76.27 75.33 76.60 71.25 0.715 0.011 0.4 0.08 2.88 Surcharged
D3-22008 D3-21023 6 174.9 1.8239 81.65 79.01 78.62 75.82 0.49 0.006 0.3 0.07 0.10 Gravity
D3-22009 D3-21039 6 231.4 4.6111 81.97 79.15 72.73 68.48 0.779 0.030 1.3 0.09 0.12 Gravity
D3-22010 D4-21049 6 256.0 7.5391 80.27 79.47 64.32 60.17 0.996 0.010 0.1 0.07 0.59 Surcharged
D4-21001 D5-21069 10 300.0 2.5740 44.50 33.30 40.30 25.58 2.272 0.734 5.2 0.34 0.35 Gravity
D4-21002 D4-21003 6 160.3 0.6176 41.76 35.95 39.81 34.96 0.285 0.012 0.2 0.10 0.28 Gravity
D4-21003 D4-21005 8 300.0 1.1500 39.81 34.96 34.20 31.51 0.838 0.280 3.2 0.28 0.28 Gravity
D4-21004 D4-21003 8 316.0 0.2785 40.65 35.84 39.81 34.96 0.4121 0.234 2.5 0.37 0.28 Gravity
D4-21005 D4-21007 8 300.0 2.4900 34.20 31.51 29.35 24.04 1.233 0.341 2.3 0.25 0.42 Gravity
D4-21006 D4-21001 6 184.7 0.1895 37.83 33.65 44.50 33.30 0.158 0.013 0.1 0.12 0.34 Gravity
D4-21006 D4-21005 6 465.1 0.4601 37.83 33.65 34.20 31.51 0.246 0.020 0.3 0.12 0.25 Gravity
D4-21007 D4-21010 8 138.8 0.4899 29.35 24.04 27.75 23.36 0.547 0.373 2.3 0.42 0.46 Gravity
D4-21008 D4-21007 6 225.0 0.3422 27.81 24.81 29.35 24.04 0.212 0.011 0.1 0.10 0.42 Gravity
D4-21008 D4-29005 6 151.1 1.6228 27.81 24.81 28.36 22.36 0.462 0.024 0.2 0.10 0.80 Surcharged
D4-21009 D4-21008 6 200.0 3.7550 38.86 32.32 27.81 24.81 0.703 0.014 0.8 0.08 0.10 Gravity
D4-21010 D4-21011 8 18.3 0.0546 27.75 23.36 28.04 23.35 0.183 0.373 2.9 0.45 0.37 Gravity
D4-21011 24-29005 10 223.8 0.4433 28.04 23.35 28.36 22.36 0.943 0.365 2.3 0.37 0.80 Gravity
D4-21014 D4-2101618 194.9 2.0267 47.74 41.60 44.70 37.65 9.668 4.396 7.6 0.73 0.76 Gravity
D4-21016 D4-21018 18 115.2 1.7361 44.70 37.65 42.70 35.661 8.9471 4.409 7.2 0.76 0.80 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.As Page 13
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity DepManth in hole(S Manth in hole(ft)
at Peak Flow
D4-21018 D4-21020 18 144.1 1.5267 42.70 35.65 40.20 33.45 8.39 4.429 6.9 0.79 0.83 Gravity
D4-21020 134-21021 18 221.5 1.3995 40.20 33.45 36.60 30.35 8.033 4.453 6.9 0.82 0.82 Gravity
D4-21021 134-21022 18 242.6 1.9786 36.60 30.35 32.70 25.55 9.552 4.482 7.9 0.74 0.74 Gravity
D4-21022 D4-21023 18 306.9 4.1251 32.70 25.55 27.63 12.89 13.791 4.546 9.1 0.62 0.95 Gravity
D4-21023 D4-21025 [14 24.6 1.6260 27.63 12.66 27.42 12.26 18.641 5.827 3.6 1.17 1.48 Gravity
D4-21025 D4-21091 250.7 0.4108 27.42 12.27 28.30 11.24 9.373 8.411 6.0 1.45 1.30 Gravity
D4-21027 D4-21028 13.6 0.5882 28.14 11.23 28.18 11.15 5.209 0.022 0.1 0.50 0.58 Gravity
D4-21028 D4-21097 174.9 -0.2230 28.18 11.15 24.29 11.54 -3.206 0.022 0.3 0.58 0.18 Gravity
D4-21029 D4-21030 290.0 -0.3586 21.40 7.75 18.92 8.79 -4.066 0.082 1.2 1.23 0.17 Gravity
D4-21030 D4-21031 273.3 0.4354 18.92 8.79 13.05 7.60 4.481 0.082 1.3 0.16 0.15 Gravity
D4-21031 D5-21078 120.0 0.4833 13.05 7.60 13.92 7.02 4.721 0.082 0.5 0.15 0.29 Gravity
D4-21032 D4-21033 6 146.0 -0.6712 24.85 14.82 18.36 15.80 -0.297 0.012 0.6 1.09 0.11 Surcharged
D4-21033 D4-210346 134.0 0.8187 18.36 15.80 20.36 14.70 0.328 0.020 0.9 0.11 0.12 Gravity
D4-21034 D4-21035 6 156.0 0.8186 20.36 14.70 18.36 13.43 0.328 0.028 1.1 0.12 0.13 Gravity
D4-21035 D4-21036 6 151.0 0.6530 18.36 13.43 16.44 12.44 0.293 0.034 1.5 0.13 0.13 Gravity
D4-21036 D4-21041 6 16.7 -1.4970 16.44 12.19 16.90 12.44 -0.444 0.008 0.5 0.35 0.10 Gravity
D4-21036 D5-21078 6 122.9 4.4101 16.44 12.44 13.92 7.02 0.762 0.034 0.4 0.10 0.29 Gravity
D4-21037 D4-21038 8 145.0 1.1379 24.27 17.38 20.73 15.73 0.833 0.032 1.2 0.11 0.12 Gravity
D4-21038 D4-21039 6 135.0 1.0963 20.73 15.73 21.21 14.25 0.38 0.032 0.6 0.12 0.22 Gravity
D4-21039 D4-21040 6 155.2 0.6714 21.21 14.25 18.33 13.21 0.297 0.109 2.0 0.22 0.22 Gravity
D4-21040 D4-21041 6 151.5 0.6719 18.33 13.21 16.90 12.19 0.297 0.108 1.4 0.22 0.29 Gravity
D4-21041 D5-21078 6 143.1 0.7827 16.90 12.19 13.92 11.07 0.321 0.193 2.6 0.29 0.29 Gravity
D4-21042 D4-21043 6 300.0 3.2733 59.53 52.83 46.67 43.01 0.656 0.131 1.9 0.17 0.27 Gravity
D4-21043 D4-21057 8 250.0 0.7840 46.67 43.01 49.53 41.05 0.692 0.217 2.1 0.27 0.32 Gravity
D4-21044 D4-21045 8 135.0 10.1407 70.17 61.51 53.87 47.82 2.488 0.009 0.1 0.07 0.42 Gravity
D4-21045 D4-21058 12 165.0 5.3455 53.87 47.82 45.96 39.00 5.325 1.816 6.4 0.42 0.55 Gravity
D4-21046 134-21045 12 40.2 1.8159 53.23 48.55 53.87 47.82 3.104 1.785 6.1 0.56 0.56 Gravity
D4-21047 134-21046 101 250.0 1.1280 54.85 51.37 53.23 48.55 1.504 1.784 5.4 2.02 0.74 Throttled
D4-21048 134-21047 10 200.0 2.6450 62.40 56.66 54.85 51.37 2.304 1.779 4.7 0.57 2.08 Surcharged
D4-21049 134-21048 10 131.0 2.6794 64.32 60.17 62.40 56.66 2.319 1.781 6.6 0.56 0.60 Gravity
D4-21050 D4-21049 10 155.0 3.1806 66.90 65.10 64.32 60.17 2.526 1.748 6.6 0.53 0.59 Gravity
D4-21051 D4-21050 8 116.5 3.5365 74.12 69.22 66.90 65.10 1.469 0.026 0.1 0.09 0.55 Gravity
D4-21052 D4-21051 6 145.6 0.6319 74.64 70.14 74.12 69.22 0.288 0.026 1.5 0.12 0.12 Gravity
134-21053 D4-21052 6 208.3 7.6140 91.85 86.00 74.64 70.14 1.001 0.012 0.5 0.07 0.12 Gravity
D4-21054 D4-22003 6 170.7 0.2402 83.02 76.99 82.58 76.58 0.178 0.005 0.4 0.09 0.08 Gravity
D4-21054 D3-21020 6 258.2 0.5035 83.02 76.99 81.19 75.69 0.257 0.008 0.4 0.09 0.10 Gravity
D4-21055 E4-22025 6 209.8 1.6969 96.05 91.15 91.97 87.59 0.473 0.027 0.7 0.10 0.17 Gravity
D4-21056 E4-21016 6 358.4 0.7785 47.00 41.74 41.40 38.95 0.32 0.022 0.6 0.11 0.17 Gravity
D4-21057 D4-21058 8 340.0 0.6029 49.53 41.05 45.96 39.00 0.607 0.259 1.3 0.32 0.55 Gravity
D4-21058 D4-21060 12 300.0 3.1133 45.96 39.00 34.00 29.66 4.064 2.204 8.0 0.54 0.54 Gravity
D4-21059 D4-22026 6 243.0 0.1852 35.99 32.55 35.63 32.10 0.156 0.102 2.0 0.31 0.21 Gravity
D4-21060 D4-21061 12 140.0 3.5714 34.00 29.64 30.00 24.64 4.353 2.402 7.6 0.55 0.60 Gravity
D4-21061 D4-21062 12 160.0 2.9625 30.00 24.64 26.00 19.90 3.964 2.429 6.9 0.581 0.65 Gravity
D4-21062 D4-21064 15 300.0 1.5533 26.00 19.90 20.50 15.24 5.204 2.610 3.1 0.65 3.25 Surcharged
D4-21063 D4-21062 6 456.1 2.65951 36.66 32.03 26.001 19.90 0.592 0.0971 0.7 0.15 0.65 Surcharged
D4-21064 D4-21065 15 300.0 0.29671 20.50 15.24 18.791 14.35 2.274 3.573 4.3 3.21 1.87 Throttled
D4-21065 D4-21079 15 38.0 0.3500 18.79 14.35 18.20 14.22 2.472 3.683 4.5 1.79 1.62 Throttled
D4-21066 D4-21067 20 49.0 0.4082 18.23 13.88 17.97 13.68 5.745 3.888 4.9 0.96 0.92 Gravity
D4-21067 D4-21068 18 397.4 0.0906 17.97 13.68 22.23 13.32 2.044 1.294 2.0 0.86 0.85 Gravity
D4-21067 D4-21080 20 16.0 0.81251 17.97 13.68 18.001 13.55 8.106 2.593 3.1 0.86 0.95 Gravity
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 51Appendix A.As Page 14
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled P p Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft)
capacityFlow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(fl)
D4-21068 D4-21089 18 196.9 0.1067 22.23 13.32 24.99 13.11 2.218 1.295 2.0 0.85 0.87 Gravity
D4-21069 D4-21070 8 143.4 7.1967 50.01 46.66 39.59 36.34 2.096 0.430 2.1 0.22 0.61 Gravity
D4-21070 D4-21071 8 225.2 1.7052 39.59 36.34 35.80 32.50 1.02 0.973 5.0 0.58 0.58 Gravity
D4-21071 D4-21072 8 160.0 4.5813 35.80 32.50 29.26 25.17 1.672 1.018 3.9 0.39 FULL Surcharged
D4-21072 D4-21073 8 50.0 0.4600 29.26 25.17 30.12 24.94 0.53 0.718 3.0 FULL 4.15 Throttled
D4-21073 D4-21102 8 150.8 0.7029 30.12 24.94 28.00 23.88 0.655 0.754 3.1 4.13 4.05 Throttled
D4-21074 D4-21075 8 400.0 0.5525 27.08 22.83 28.27 20.62 0.581 0.794 4.0 3.95 2.36 Throttled
D4-21075 D4-21064 8 390.0 1.3795 28.27 20.62 20.50 15.24 0.918 0.833 3.4 2.33 3.25 Surcharged
D4-21076 D4-21077 6 250.0 0.1880 22.54 15.54 23.83 15.07 0.1571 0.177 1.8 1.01 0.87 Throttled
D4-21077 D4-21078 8 112.4 0.4893 23.83 15.07 19.19 14.52 0.5471 0.205 0.9 0.87 1.34 Surcharged
D4-21078 D4-21079 8 30.8 0.1299 19.19 14.52 18.20 14.48 0.282 0.210 1.5 1.33 1.35 Surcharged
D4-21079 D4-21066 15 96.1 0.3507 18.20 14.221 18.23 13.88 2.472 3.888 5.8 1.54 0.99 Throttled
D4-21080 D4-21101 241 391.0 0.16371 18.00 13.55 23.00 12.91 5.916 2.592 2.5 0.95 1.07 Gravity-
D4-21083 D4-21084 61 294.3 3.3979 23.25 18.70 15.70 8.70 0.669 0.085 2.1 0.14 0.18 Gravity
D4-21084 134-21086 12 290.0 0.7483 15.70 8.70 9.99 6.53 1.992 0.123 1.6 0.18 0.21 Gravity
D4-21085 D4-21105 6 159.9 1.7573 21.57 18.48 19.07 15.67 0.481 0.000 0.0 0.07 0.14 Gravity
D4-21086 C4-21055 12 290.0 0.8552 9.99 6.53 6.55 4.05 2.13 0.190 1.0 0.21 0.40 Gravity
D4-21087 D4-21088 6 146.5 1.7884 17.02 13.42 13.21 10.80 0.485 0.099 2.2 0.17 0.19 Gravity
D4-21088 C4-21061 6 517.6 1.0587 13.21 10.80 8.32 5.32 0.373 0.101 1.4 0.19 0.29 Gravity
D4-21089 D4-21023 18 185.0 0.1189 24.99 13.11 27.63 12.89 2.342 1.296 2.7 0.87 0.94 Gravity
D4-21091 D4-21092 24 446.6 0.4344 28.30 10.88 20.60 8.94 9.638 8.411 6.01 1.44 1.30 Gravity
D4-21092 D4-21093 24 438.9 0.6243 20.60 8.94 13.70 6.20 11.554 8.410 6.1 1.28 1.28 Gravity
D4-21093 C5-21041 24 467.4 1.8314 13.70 6.20 9.30 -2.36 19.79 8.410 9.0 0.94 0.94IGravity
D4-21094 D5-21070 10 311.9 0.2725 29.07 22.02 34.92 21.17 0.739 0.392 1.2 1.07 1.68 Surcharged
D4-21095 D4-21050 10 28.0 0.7143 66.80 65.30 66.90 65.10 1.197 1.722 5.3 0.95 0.72 Throttled
D4-21097 D4-21029 18 129.4 1.3910 24.29 11.54 21.40 9.74 8.008 0.083 1.0 0.18 0.18 Gravity
D4-21098 D4-21097 8 16.9 2.7219 24.60 12.00 24.29 11.541 1.287 0.062 1.2 0.12 0.18 Gravity
D4-21099 D4-21098 8 443.7 1.6520 23.60 19.43 24.60 12.10 1.004 0.062 2.0 0.13 0.13 Gravity
04-21101 D4-21025 24 386.0 0.1658 23.00 12.91 27.42 12.27 5.954 2.599 1.6 1.07 1.47 Gravity
D4-21102 D4-21074 8 149.2 0.7038 28.00 23.88 27.08 22.83 0.655 0.747 2.91 4.03 3.98 Throttled
D4-21104 C4-22021 18 148.7 1.4748 22.22 18.28 19.19 16.09 8.247 -0.015 0.0 0.15 0.90 Gravity
D4-21105 D4-21087 6 128.0 1.7578 19.07 15.67 17.02 13.42 0.481 0.060 1.6 0.14 0.17 Gravity
D4-22003 D3-21022 8 208.2 1.6859 82.58 76.58 78.79 73.07 1.014 0.008 0.5 0.08 0.08 Gravity
D4-22004 D4-21053 6 39.3 4.24941 90.77 87.67 91.85 86.00 0.748 0.004 0.4 0.07 0.07 Gravity
D4-22005 D4-21053 6 90.7 2.4256 91.70 88.20 91.85 86.00 0.565 0.006 0.5 0.07 0.07 Gravity
D4-22006 D4-21049 6 410.0 1.4390 69.65 66.07 64.32 60.17 0.435 0.014 0.1 0.09 0.59 Surcharged
D4-22007 D4-21058 6 140.0 1.9214 48.65 41.69 45.96 39.00 0.5031 0.113 0.9 0.18 0.55 Surcharged
D4-22010 D4-21055 6 75.0 0.7200 94.74 91.69 96.05 91.15 0.308 0.012 0.6 0.09 0.10 Gravity
D4-22012 D4-21044 6 290.0 -2.9931 76.60 52.83 70.17 61.51 -0.628 -0.006 2.5 0.37 0.07 Gravity
D4-22012 D4-21042 6 300.0 0.0000 76.60 52.83 59.53 52.83 0 0.055 1.5 0.37 0.17 Gravity
D4-22013 134-21045 8 240.0 5.3250 62.85 60.60 53.87 47.82 1.803 0.020 0.1 0.08 0.42 Gravity
D4-22014 E4-22013 6 206.7 2.7092 63.96 56.61 54.10 51.01 0.597 0.008 0.6 0.08 0.09 Gravity
D4-22020 D4-21071 6 350.0 6.0343 56.32 53.62 35.80 32.50 0.891 0.030 0.3 0.09 0.41 Gravity
D4-22021 D4-21061 8 390.0 7.0513 54.84 52.14 30.00 24.64 2.075 0.025 0.1 0.08 0.60 Gravity
D4-22022 D4-22052 8 194.8 6.0370 41.42 36.93 36.88 25.171 1.919 0.029 0.1 0.09 4.25 Surcharged
D4-22026 D4-21060 6 189.5 1.2876 35.63 32.10 34.00 29.66 0.4121 0.1411 1.1 0.21 0.54 Surcharged
D4-22027 D4-21059 6 107.3 2.7679 39.74 35.52 35.99 32.55 0.604 0.064 0.8 0.13 0.31 Gravity
D4-22028 D4-22027 6 89.2 6.6031 44.57 41.41 39.74 35.52 0.932 0.044 1.7 0.100.13 Gra
vit
D4-22036 D4-21003 6 182.1 1.1367 39.05 37.03 39.81 34.96 0.387 0.017 0.2 0.10 0.28 Gravit
D4-22037 D4-21005 6 175.0 0.6629 35.17 32.67 34.201 31.51 0.2951 0.0191 0.31 0.11 0.25 Gravit
P1136000\136414-Burlingame VWV Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 15
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Length(ft) Gradient(%) Capacity Depth in US Depth in DS
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (mg
Flow Velocity Manhole(ft) Manhole(ft) at Peak Flow
D4-22038 D4-22039 6 255.0 1.1725 31.25 29.05 32.94 26.06 0.393 0.017 0.6 0.10 0.15 Gravity
D4-22039 D4-21022 6 20.0 0.8000 32.94 26.06 32.70 25.90 0.324 0.029 1.1 0.15 0.27 Gravity
D4-22040 D4-21007 6 136.0 0.4118 27.90 24.60 29.35 24.04 0.233 0.015 0.1 0.11 0.42 Gravity
D4-22046 C4-21060 6 416.0 0.5529 13.54 9.26 8.16 6.96 0.27 0.006 0.6 0.08 0.07 Gravity
D4-22050 C4-21078 6 101.0 1.7525 11.08 8.36 9.35 6.59 0.48 0.013 0.3 0.09 0.19 Gravity
D4-22051 D4-21086 6 27.0 3.2963 9.60 7.42 9.99 6.53 0.658 0.033 0.6 0.10 0.21 Gravity
D4-22052 D4-22053 8 9.5 0.0000 36.88 25.17 36.65 25.17 0 0.043 0.2 4.25 4.25 Throttled
D4-22053 D4-21072 8 195.2 0.0000 36.65 25.17 29.26 25.17 0 0.066 0.2 4.25 FULL Throttled
D4-22054 134-21083 6 253.6 0.7453 23.85 20.59 23.25 18.70 0.313 0.054 1.9 0.15 0.15 Gravity
D4-22055 D4-21037 8 112.7 2.7507 23.93 20.35 24.27 17.25 1.296 0.025 0.3 0.09 0.24 Gravity
D4-22056 D4-21084 12 136.8 2.3173 18.87 11.87 15.70 8.70 3.506 0.008 0.1 0.11 0.18 Gravity
D4-22057 D4-22058 6 108.8 1.1029 23.38 20.38 22.05 19.18 0.381 0.000 0.0 0.07 0.07 Gravity
D4-22058 D4-290 6 8.6 2.1163 22.05 19.18 22.00 19.00 0.528 0.000 0.0 0.07 0.07 Gravity
D4-22061 D4-22051 6 281.0 3.9359 21.03 18.48 9.60 7.42 0.72 0.018 1.0 0.08 0.10 Gravity
D4-290 D4-21104 6 33.9 2.1180 22.00 19.00 22.22 18.28 0.528 0.000 0.0 0.07 0.07 Gravity
D4-29005 134-21094 10 76.4 0.4424 28.36 22.36 29.07 22.02 0.943 0.390 2.0 0.80 1.08 Surcharged
D5-21002 D5-21003 6 192.1 0.5466 39.94 36.80 40.68 35.75 0.268 0.003 0.3 0.07 0.08 Gravity
D5-21003 D5-21004 6 310.8 5.2220 40.68 35.75 23.25 19.52 0.829 0.013 0.7 0.08 0.10 Gravity
D5-21004 E5-21073 8 159.5 7.1536 23.25 19.52 12.13 8.11 2.089 0.053 1.3 0.10 0.15 Gravity
D5-21005 D5-21006 10 153.5 0.2182 10.36 5.55 10.00 5.22 0.662 0.326 1.8 0.81 1.07 Surcharged
D5-21006 D5-21010 10 153.5 0.2182 10.00 5.22 10.03 4.88 0.662 0.329 1.6 1.07 1.33 Surcharged
D5-21007 E5-21048 6 171.7 0.2737 10.60 7.90 11.03 7.43 0.19 0.001 0.1 0.07 0.15 Gravity
D5-21007 D5-21008 8 154.7 0.8403 10.60 7.90 10.30 6.60 0.716 0.002 0.1 0.07 0.07 Gravity
D5-21008 D5-22029 8 125.2 0.3123 10.30 6.60 10.00 6.21 0.436 0.002 0.1 0.07 0.08 Gravityj
D5-21009 D5-21011 6 120.7 0.4805 9.41 5.23 9.46 4.65 0.251 0.018 0.61 0.38 0.96 Surcharged
D5-21010 D5-21013 10 151.9 0.1580 10.03 4.88 10.00 4.64 0.563 0.334 1-61 1.33 1.50 Surcharged
D5-21011 D5-21014 6 174.5 0.2235 9.46 4.65 8.62 4.26 0.172 0.020 0.4 0.96 1.34 Surcharged
D5-21012 D5-21016 8 290.0 0.2414 8.20 5.70 9.00 5.00 0.384 0.003 0.2 0.08 0.09 Gravity
D5-21013 D5-21015 10 145.3 0.15831 10.00 4.64 9.50 4.41 0.563 0.326 2.1 1.49 1.65 Surcharged
D5-21014 D5-21018 6 288.8 0.24581 8.62 4.26 8.55 3.55 0.18 0.040 0.3 1.34 2.02 Surcharged
D5-21015 135-21017 10 145.1 0.39011 9.50 4.41 10.00 3.84 0.885 0.336 1.2 1.65 2.14 Surcharged
D5-21016 D5-21022 8 259.7 0.7701 9.00 5.00 8.40 3.00 0.686 0.009 0.0 0.09 2.06 Surcharged
D5-21017 D5-21019 10 142.1 0.0732 10.00 3.84 8.85 3.74 0.383 0.338 2.2 2.14 2.17 Surcharged
D5-21018 D5-21020 10 15.9 1.3522 8.55 3.55 8.50 3.34 1.647 0.864 2.3 2.01 2.16 Surcharged
D5-21019 D5-21018 8 29.2 -0.8904 8.85 3.29 8.55 3.55 -0.737 0.831 3.4 2.59 2.02 Surcharged
D5-21020 D5-21023 10 105.7 0.3690 8.50 3.35 8.40 2.96 0.861 0.886 2.4 2.13 2.10 Throttled
D5-21021 D5-21019 12 14.4 1.1806 9.76 3.91 8.85 3.74 2.506 0.552 2.7 2.01 2.17 Surcharged
D5-21022 D5-21023 8 12.4 0.3226 8.40 3.00 8.40 2.96 0.444 -0.011 0.0 2.06 2.10 Surcharged
D5-21023 D5-21024 10 8.3 2.4096 8.40 2.96 8.09 2.76 2.202 0.888 2.3 2.08 2.25 Surcharged
D5-21024 135-21025 10 172.3 0.1219 8.09 2.76 8.00 2.55 0.494 0.889 2.4 2.23 1.75 Throttled
D5-21025 D5-21026 10 39.8 0.0000 8.00 2.55 8.00 2.55 0 0.891 2.4 1.74 1.58 Throttled
D5-21026 D5-21027 10 32.3 0.0000 8.00 2.55 9.02 2.55 0 0.892 2.4 1.56 1.43 Throttled
D5-21027 D5-21030 12 199.4 0.0752 9.02 2.55 8.43 2.40 0.632 1.095 3.6 1.41 1.11 Throttled
D5-21028 D5-21029 6 69.8 0.4441 9.15 4.99 8.63 4.68 0.242 0.215 2.7 0.37 0.30 Gravity
D5-21029 D5-21027 8 446.2 0.4774 8.63 4.68 9.02 2.55 0.54 0.211 0.9 0.30 1.43 Surcharged
D5-21030 D5-21034 12 410.1 0.2634 8.43 2.11 10.55 1.03 1.182 1.301 2.5 1.37 1.12 Throttled
D5-21031 D5-21030 6 280.1 0.2535 9.06 3.11 8.43 2.40 0.183 0.206 2.1 1.32 1.11 Throttled
D5-21034 D6-21060 12 301.91 0.2120 10.55 1.03 8.36 0.39 1.061 1.310 4.0 1.11 0.61 Throttled
D5-21035 D5-21036 27 273.3 0.1537 7.85 -3.21 8.22 -3.63 7.848 10.732 4.9 2.27 1.80 Throttled
D5-21036 D5-21037 27 138.0 0.3116 8.22 -3.63 9.441 4.06 11.1751 10.729 4.9 1.78 1.77 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 16
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full Peak PeakMaximum Maximum
Depth ir
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
WS Depth in DS
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) C(mgd)y Flow Velocity Manhole O Manhole(ft) at Peak Flow
D5-21037 C5-29014 27 121.9 0.1559 9.44 -4.06 10.00 4.25 7.903 10.728 6.3 1.75 1.42 Gravity
D5-21038 D5-21046 6 183.2 0.8024 16.19 10.31 14.96 8.84 0.325 0.122 1.2 0.22 0.37 Gravity
D5-21039 D5-21041 8 290.1 2.1475 25.60 17.97 21.20 11.74 1.145 1.084 4.5 7.45 8.40 Surcharged
D5-21040 D5-21043 10 290.0 1.1345 23.66 17.16 19.89 13.87 1.509 0.833 4.2 0.46 0.46 Gravity
D5-21041 D5-21044 8 301.3 1.45371 21.20 11.74 17.50 7.36 0.942 1.088 4.5 8.37 7.34 Throttled
D5-21042 D5-21065 10 465.0 0.3183 18.04 10.14 21.64 8.66 0.799 0.447 1.7 2.66 3.65 Surchar ed
D5-21043 D5-21046 10 290.0 1.7345 19.89 13.87 14.96 8.84 1.865 0.419 3.2 0.28 0.37 Gravity
D5-21043 D5-21042 10 210.0 1.7762 19.89 13.87 18.04 10.14 1.888 0.421 2.1 0.28 2.66 Surcharged
D5-21044 135-21047 8 305.1 1.4356 17.50 7.36 11.40 2.98 0.936 1.091 4.8 7.31 6.23 Throttled
D5.21045 135-22025 6 322.2 0.6030 15.63 10.31 17.87 8.37 0.282 -0.104 -0.7 0.34 2.51 Surcharged
D5-21045 135-21038 6 42.4 0.0000 15.63 10.31 16.19 10.31 0 0.118 2.2 0.34 0.22 Gravity
D5-21046 D5-21049 10 291.0 1.0241 14.96 8.84 10.60 5.86 1.433 0.547 3.7 0.37 0.37 Gravity
D5-21047 D5-21048 10 106.1 0.2639 11.40 2.64 10.40 2.36 0.7281 1.1011 4.2 6.56 6.27 Throttled
D5-21048 D5-21050 8 45.4 -0.2863 10.40 2.36 10.49 2.49 -0.418 -0.014 -0.2 6.27 6.14 Surcharged
D5-21048 D5-21053 15 167.7 1.5444 10.40 1.94 9.20 -0.65 5.19 3.615 3.9 6.65 7.91 Surcharged
D5-21049 D5-21021 12 310.5 0.1739 10.60 4.45 9.76 3.91 0.961 0.548 2.6 1.62 2.01 Surcharged
D5-21051 D5-21052 10 26.6 2.7820 11.68 5.84 11.85 5.10 2.36 0.136 0.9 2.86 3.60 Surcharged
D5-21052 135-21048 6 176.1 0.3805 11.85 5.10 10.40 4.43 0.224 0.148 1.8 3.60 4.20 Surcharged
D5-21053 135-21054 15 261.8 0.1719 9.20 -0.65 10.50 -1.10 1.731 3.614 4.0 7.87 6.34 Throttled
D5-21054 135-21055 15 166.3 0.1864 10.50 -1.10 10.50 -1.41 1.803 3.613 4.1 6.30 5.35 Throttled
D5-21055 135-21056 15 344.4 0.1539 10.50 -1.41 9.30 -1.941 1.638 3.613 4.2 5.31 3.23 Throttled
135-21056 135-21057 15 39.5 0.1772 9.30 -1.94 9.30 -2.01 1.758 3.613 4.3 3.18 2.95 Throttled
D5-21057 D5-21058 15 112.8 0.2128 9.30 -2.01 9.40 -2.25 1.926 3.734 4.5 2.90 2.23 Throttled
D5-21058 D5-21059 15 84.4 0.2133 9.40 -2.25 9.50 -2.43 1.929 3.734 4.5 2.15 1.65 Throttled
D5-21059 C5-21037 15 92.5 0.2054 9.50 -2.43 8.80 -2.62 1.893 3.734 5.6 1.57 0.97 Throttled
D5-21060 D5-21061 8 223.8 0.3083 36.01 24.65 31.38 23.96 0.434 0.497 3.3 0.77 0.43 Throttled
D5-21061 D5-21063 8 338.5 1.1581 31.38 23.96 26.00 20.04 0.841 0.583 3.9 0.42 0.42 Gravity
D5-21062 D5-21091 10 331.6 0.1448 15.80 6.05 15.71 5.57 0.539 0.954 3.4 2.25 1.20 Throttled
D5-21063 D5-21105 10 388.4 0.4300 26.00 20.04 24.72 18.37 0.929 0.213 1.9 0.28 0.30 Gravity
D5-21063 D5-21064 6 15.1 3.8146 26.00 20.04 26.00 19.46 0.708 0.384 4.7 0.28 0.31 Gravity
D5-21064 D5-21065 6 284.9 3.8133 26.00 19.46 21.64 8.60 0.708 0.443 2.9 0.30 3.71 Surcharged
05-21065 D5-21066 10 290.0 0.3448 21.64 8.60 16.68 7.60 0.832 0.962 2.5 3.70 3.33 Throttled
D5-21066 D5-21067 10 285.0 0.2526 16.68 7.60 12.30 6.88 0.712 0.934 2.4 3.32 2.77 Throttled
D5-21067 D5-21062 10 291.4 0.2848 12.30 6.88 15.80 6.05 0.756 0.941 2.5 2.75 2.27 Throttled
D5-21068 D5-21051 10 437.0 0.4073 12.05 8.79 11.68 7.01 0.904 0.114 1.7 0.15 1.69 Surcharged
D5-21069 D4-21009 6 224.9 -2.9978 40.30 25.58 38.86 32.32 -0.628 -0.013 -1.0 0.35 0.08 Gravity
D5-21069 135-21070 10 171.3 2.5733 40.30 25.58 34.92 21.17 2.2721 0.770 2.5 0.35 1.68 Surcharged
D5-21070 D5-21071 10 138.9 0.7559 34.92 21.17 31.75 20.12 1.232 1.128 3.0 1.651 1.80 Surcharged
D5-21071 D5-21073 10 282.3 0.2976 31.75 20.12 25.92 19.28 0.773 1.154 4.0 1.77 0.65 Throttled
D5-21072 D5-21104 8 11.0 0.0000 32.39 27.99 32.39 27.99 0 0.015 0.7 0.12 0.10 Gravity
D5-21073 D5-21093 10 291.6 0.8505 25.92 19.28 21.67 16.80 1.306 1.158 3.4 0.64 1.02 Surcharged
D5-21075 D4-21039 6 379.4 0.8197 20.07 17.36 21.21 14.25 0.328 0.053 1.0 0.15 0.22.Gravity
D5-21076 55-21090 10 295.6 0.8694 18.21 15.09 15.58 12.52 1.321 1.167 4.2 0.61 0.61 Gravity
D5-21077 D4-21041 61 544.4 1.1940 22.43 18.69 16.90 12.19 0.396 0.076 1.0 0.16 0.29 Gravity
D5-21078 D5-21081 18 150.0 0.3733 13.92 7.02 14.44 6.46 4.149 0.315 1.9 0.29 0.31 Gravity
D5-21079 C5-21001 8 456.6 0.8585 13.74 11.06 11.25t 7.14 0.724 0.001 0.1 0.07 0.07 Gravity
05-21079 D5-21078 616.1 25.0932 13.74 11.06 13.92 7.02 1.816 0.007 0.1 0.07 0.29 Gravit
05.21080 D5-21085 8 319.3 0.9615 13.87 11.07 12.15 8.00 0.766 0.009 0.3 0.08 0.12 Gravit
135-21081 135-21082 21 329.01 0.24321 14.44 6.46 12.151 5.66 5.051 0.314 1.6 0.31 0.33 Gravity
65-21082 C5-21106 21 177.81 0.29811 12.15 5.66 12.001 5.13 5.591 0.389 2.4 0.33 0.28 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 17
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea eak Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient("%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (mgd) Hydraulic Condition
Flow Velocity Manhole(ft) Manhole(ft) at Peak Flow
morn
D5-21083 D5-21082 6 121.0 4.1653 15.80 10.70 12.15 5.66 0.74 0.079 0.9 0.13 0.33 Gravity
D5-21084 D5-21083 6 269.0 0.5985 15.79 12.31 15.80 10.70 0.281 0.043 1.7 0.15 0.13 Gravity
D5-21085 C5-21003 8 140.9 0.9155 12.15 8.00 11.31 6.71 0.747 0.035 0.8 0.12 0.17 Gravity
D5-21087 C5-21003 B 403.7 0.5945 13.02 9.11 11.31 6.71 0.602 0.021 0.5 0.11 0.17 Gravity
D5-21088 D5-21092 24 182.0 0.1099 13.60 4.24 12.34 4.04 4.848 2.122 2.2 0.96 0.98 Gravity
D5-21090 D5-21091 10 16.7 41.0180 15.58 12.52 15.71 5.67 9.063 1.168 10.7 0.22 1.10 Surcharged
D5-21091 D5-21088 12 175.8 0.6712 15.71 5.42 13.60 4.24 1.887 2.122 4.2 1.29 0.96 Throttled
D5-21092 C5-21028 24 283.0 0.0495 12.34 4.04 11.30 3.90 3.252 2.142 3.8 0.98 0.64 Gravity
D5-21093 D5-21076 10 289.0 0.5917 21.67 16.80 18.21 15.09 1.09 1.167 4.1 0.98 0.63 Throttled
D5-21096 D5-21101 36 552.6 0.1013 13.61 -6.09 12.60 -6.65 13.724 14.745 3.6 2.63 2.49 Gravity
D5-21097 D5-21088 21 192.1 0.0000 13.50 4.60 13.60 4.60 0 -0.023 -0.1 0.60 0.60 Gravity
D5-21098 136-21047 6 203.0 0.4778 8.28 6.23 7.76 5.26 0.251 0.006 0.3 0.081 0.10 Gravity
D5-21101 D5-21102 36 214.7 0.1025 12.60 -6.65 11.00 -6.87 13.801 14.742 3.7 2.47 2.42 Gravity
D5-21102 C5-21101 36 517.0 0.1006 11.00 -0.87 10.00 -7.39 13.673 14.741 4.1 2.40 2.19 Gravity
D5-21104 D4-21099 8 2732 3.1332 32.39 27.99 23.60 19.43 1.383 0.044 1.4 0.10 0.13 Gravity
D5-21105 D5-21040 10 261.6 0.4320 24.72 18.37 23.66 17.24 0.931 0.247 1.6 0.30 0.38 Gravity
D5-22004 D5-22005 6 352.7 -1.5566 32.58 22.91 30.75 28.40 -0.453 -0.010 -0.7 0.10 0.08 Gravity
D5-22004 D5-21071 8 66.0 1.1818 32.58 22.91 31.75 22.13 0.849 0.025 1.2 0.10 0.10 Gravity
D5-22005 D5-22006 6 12.1 1.9008 30.75 28.40 30.54 28.17 0.501 0.011 0.5 0.08 0.12 Gravity
D5-22006 135-21061 6 358.5 1.1743 30.54 28.17 31.38 23.96 0.393 0.033 0.3 0.12 0.43 Gravity
D5-22009 D5-21064 6 224.5 0.2940 28.50 20.70 26.00 20.041 0.197 0.052 1.6 0.19 0.15 Gravity
D5-22010 D5-22009 6 31.1 0.0000 28.42 20.70 28.50 20.70 0 0.042 1.0 0.22 0.19 Gravity
D5-22011 D5-22010 6 229.3 0.5669 25.11 22.00 28.42 20.70 0.273 0.026 0.5 0.12 0.22 Gravity
D5-22012 D5-22045 6 145.8 0.4527 25.22 22.85 25.88 22.19 0.244 0.000 0.0 0.07 0.10 Gravity
D5-22012 D5-21073 8 75.5 1.0464 25.22 20.42 25.92 19.63 0.799 0.007 0.4 0.08 0.30 Gravity
D5-22020 135-22021 6 288.6 0.8697 22.43 20.42 22.58 17.91 0.338 0.006 0.3 0.08 0.11 Gravity
D5-22020 D5-21093 8 50.3 2.4254 22.43 20.42 21.67 19.20 1.217 0.010 0.6 0.08 0.08 Gravity
D5-22021 D5-21065 6 364.0 2.5412 22.58 17.91 21.64 8.66 0.578 0.038 0.3 0.11 3.65 Surcharged
D5-22022 D5-22023 6 267.3 0.30681 18.21 14.731 18.08 13.91 0.201 0.012 0.6 0.10 0.10 Gravity
D5-22023 D5-22024 6 18.1 1.4917 18.08 13.91 18.21 13.64 0.443 0.025 1.1 0.10 0.12 Gravity
D5-22024 D5-21066 6 314.8 1.9187 18.21 13.64 16.68 7.60 0.503 0.039 0.3 0.12 3.33 Surcharged
D5-22025 D5-21066 6 127.1 0.6035 17.87 8.37 16.68 7.60 0.282 -0.083 -0.6 2.51 3.33 Surcharged
D5-22026 E5-21052 6 248.7 4.5718 21.52 18.99 12.05 7.62 0.776 0.006 0.3 0.07 0.11 Gravity
D5-22027 135-21005 6 285.8 4.6921 19.50 18.96 10.36 5.55 0.786 0.009 0.1 0.07 0.81 Surcharged
D5-22029 D5-21012 8 163.2 0.3119 10.00 6.21 8.20 5.70 0.436 0.003 0.2 0.08 0.08 Gravity
D5-22033 D5-21014 6 80.0 23.8125 28.10 23.31 8.62 4.26 1.77 0.020 0.5 0.07 1.34 Surcharged
D5-22039 D5-22040 6 220.0 2.1045 15.57 8.97 8.70 4.34 0.526 0.015 0.4 0.09 1.17 Surcharged
D5-22040 D5-22041 6 9.0 0.0000 8.70 4.34 8.31 4.34 0 0.022 0.6 1.17 1.17 Throttled
D5-22041 D5-21020 6 357.4 0.1175 8.31 4.34 8.50 3.92 0.124 0.028 1.1 1.17 1.57 Surcharged
D5-22042 D5-21049 6 84.0 2.2024 9.71 7.71 10.60 5.86 0.538 0.002 0.2 0.07 0.21 Gravity
D5-22044 E5-21074 6 260.0 2.5462 39.57 35.48 33.35 28.86 0.579 0.009 0.6 0.08 0.09 Gravity
D5-22045 D5-22011 6 42.1 0.4513 25.88 22.19 25.11 22.00 0.244 0.013 0.6 0.10 0.12 Gravity
D5-29008 C5-29003 30 413.7 0.0000 10.00 -2.50 7.81 -2.50 0.000 0.0 Pressure Pressure Forcemain
D5-29010SG1 C5-29003 30 381.9 0.0000 10.00 -2.50 7.81 -2.50 0.000 0.0 Pressure Pressure Forcemain
d5-29010SG2 D5-29008 30 25.6 0.0000 10.00 -2.501 10.00 -2.50 0 0.000 0.0 0.13 0.13 Gravity
D5-EL001 D5-21068 10 627.8 0.5941 15.31 12.521 12.05 8.79 1.092 0.033 0.8 0.12 0.15 Gravity
D6-21001 D6-21002 27 239.4 0.1420 18.89 9.90 18.01 9.56 7.545 8.093 3.3 2.14 2.07 Gravity
D6-21002D6-21003 27 252.2 -0.0555 18.01 9.56 17.86 9.70 -4.717 8.096 5.4 2.05 1.27 Gravity
D6-21003 D6-21004 27 200.0 0.4650 17.86 9.70 16.20 8.77 13.651 8.138 5.6 1.26 1.25 Gravit
D6-21004 D6-21026A 27 74.5 0.4966 16.20 8.77 13.80 8.40 14.11 8.139 5.6 1.24 1.24 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 18
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full eak a Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DPe
S Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (mg d) Flow Velocity(mrid MIS) Manhole(fl) Manhole(ft) at Peak Flow
D6-21005 D6-29008 21 64.8 0.3549 13.80 8.40 14.00 8.17 6.102 2.322 2.4 0.90 1.05 Gravity
D6-21006 D6-21009 14 345.3 0.0434 14.00 8.34 16.23 8.19 0.724 0.765 3.2 0.79 0.44 Gravity
D6-21006 D6-21009 21 343.1 0.1341 14.00 8.34 16.23 7.88 3.75 1.594 2.8 0.79 0.68 Gravity
D6-21007 D6-21006 6 291.4 0.5148 16.24 10.44 14.00 8.94 0.26 0.041 1.7 0.15 0.19 Gravity
D6-21008 D6-21009 6 59.9 3.8731 15.43 10.20 16.23 7.88 0.714 0.022 0.41 0.09 0.68 Surchar ed
D6-21009 D7-21009 14 231.4 0.2247 16.23 7.88 16.17 7.36 1.647 1.066 2.7 0.68 0.64 Gravit
D6-21009 D7-21009 21 229.2 0.1483 16.23 7.88 16.17 7.54 1945 1.315 3.4 0.68 0.52 Gravity
D6-21010 D6-21011 27 280.4 0.1961 13.14 0.84 11.96 0.29 8.866 3.724 2.1 3.67 4.12 Surcharged
D6-21011 D6-21014 18 52.8 0.4924 11.96 7.10 11.84 6.84 4.765 0.000 0.0 0.08 0.08 Gravity
D6-21011 D6-21012 27 9.9 0.5051 11.96 0.34 12.05 0.29 14.227 3.721 2.1 4.07 4.11 Surcharged
D6-21012 D6-21013 27 37.4 0.0000 12.05 -5.30 12.01 -5.30 0 3.718 1.3 9.70 9.69 Throttled
D6-21013 D6-21014 27 10.5 0.4762 12.01 0.34 11.84 0.29 13.815 3.716 2.2 4.04 4.08 Surcharged
D6-21014 D6-21015 27 286.6 0.0907 11.84 0.29 11.13 0.03 6.03 3.712 1.8 4.08 4.24 Surcharged
D6-21015 D6-21016 27 252.2 0.0833 11.13 0.03 10.47 -0.18 5.777 3.752 1.61 4.23 4.35 Surcharged
D6-21016 D6-21017 27 306.5 0.1533 10.47 -0.18 9.40 -0.65 7.839 3.752 1.4 4.34 4.71 Surcharged
D6-21017 D6-21045 27 303.9 0.1185 9.40 -0.65 8.89 -1.01 6.89 9.353 3.4 4.67 4.36 Throttled
D6-21018 D6-21019 8 309.8 0.4906 14.67 9.25 13.72 7.73 0.547 0.010 0.4 0.09 0.11 Gravity
D6-21019 D6-21074 8 156.6 0.5409 13.72 7.73 12.00 6.88 0.575 0.021 0.9 0.11 0.11 Gravity
D6-21021 D6-21022 8 161.1 2.0453 11.08 6.07 10.07 2.78 1.117 0.071 1.8 0.12 1.50 Surcharged
D6-21022 D6-21024 8 175.2 -1.7837 10.07 2.78 11.38 5.90 -1.043 -0.005 -0.4 1.50 0.08 Surcharged
D6-21022 D6-21015 8 134.2 1.8443 10.07 2.78 11.13 0.30 1.061 0.133 1.2 1.50 3.97 Surcharged
D6-21024 D6-21025 8 76.2 2.1916 11.38 5.90 11.05 4.23 1.156 0.006 0.3 0.08 0.10 Gravity
D6-21025 D6-21029 8 307.8 0.5296 11.05 4.23 10.67 2.60 0.569 0.083 1.2 0.10 1.68 Surcharged
D6-21026 D6-21027 24 225.6 1.0505 14.22 8.09 13.19 5.72 14.988 5.819 6.1 0.89 0.95 Gravity
D6-21026A D6-21026 24 67.0 0.8060 13.80 8.63 14.22 8.09 13.128 5.817 6.2 0.94 0.94 Gravity
D6-21026W D6-21005 21 140.2 0.1284 13.80 8.58 13.80 8.40 3.67 2.322 2.9 0.96 0.90 Gravity
D6-21027 D6-21027A 24 280.0 0.7929 13.19 5.72 12.00 3.50 13.021 5.825 6.1 0.95 1.43 Gravity
D6-21027A D6-21028 24 280.0 0.7964 12.00 3.50 12.01 1.27 13.05 5.849 5.7 1.42 3.21 Surcharged
D6-21028 D6-21029 24 108.4 0.7934 12.01 1.27 10.67 0.41 13.025 5.869 4.9 3.18 3.87 Surcharged
D6-21029 D6-21017 24 134.1 0.7905 10.67 0.41 9.40 -0.65 13.001 5.943 2.7 3.85 4.71 Surchar ed
D6-21030 D6-21031 6 352.0 0.6392 15.68 11.08 12.45 8.83 0.29 0.040 0.7 0.14 0.23 Gravity
D6-21031 D6-21032 6 244.7 0.1921 12.45 8.83 13.37 8.36 0.159 0.064 1.0 0.23 0.25 Gravity
D6-21032 D6-21034 6 253.3 0.2053 13.37 8.36 13.93 7.84 0.164 0.075 1.0 0.25 0.28 Gravity
D6-21033 D6-21034 6 301.0 0.4817 16.04 9.49 13.93 8.04 0.252 0.027 1.2 0.13 0.12 Gravity
D6-21034 D6-21035 6 198.0 0.2980 13.93 7.84 11.62 7.25 0.198 0.107 1.5 0.28 0.28 Gravity
D6-21035 D6-21036 6 360.3 0.3081 11.62 7.25 9.34 6.14 0.201 0.112 1.5 0.28 0.39 Gravity
D6-21036 D6-21037 6 308.5 0.3501 9.34 6.14 7.50 5.06 0.215 0.111 1.3 0.39 1.17 Surcharged
D6-21037 136-21038 8 175.8 0.3925 7.50 5.06 7.11 4.37 0.489 0.200 1.2 1.16 1.73 Surcharged
D6-21038 D5-21031 6 519.8 0.2424 7.11 4.37 9.06 3.11 0.179 0.202 1.51 1.73 1.32 Throttled
D6-21039 D6-21040 6 230.0 0.3913 10.10 6.93 8.08 6.03 0.227 0.021 0.31 0.12 0.37 Gravit
D6-21040 D6-21037 6 298.4 0.3251 8.08 6.03 7.50 5.06 0.207 0.087 1.0 0.37 1.17 Surchar ed
D6-21041 D6-21042 6 204.0 0.2696 10.32 7.66 10.31 7.11 0.188 0.020 0.5 0.13 0.19 Gravity
D6-21042 D6-21040 6 298.4 0.3619 10.31 7.11 8.08 6.03 0.218 0.060 1.0 0.19 0.37 Gravity
D6-21043 D6-21044 6 185.0 0.2757 11.64 8.60 11.04 8.09 0.19 0.017 0.6 0.12 0.14 Gravity
D6-21044 D6-21042 6 298.4 0.3284 11.04 8.09 10.31 7.11 0.208 0.028 0.6 0.14 0.19 Gravity
D6-21045 D6-21046 27 278.7 0.1292 8.89 -1.01 9.27 -1.371 7.195 9.360 3.5 4.32 4.07 Throttled
D6-21046 D6-21057 27 280.8 0.1531 9.27 -1.37 8.91 -1.80 7.833 9.360 3.5 4.02 3.84 Throttled
D6-21047 D6-21048 6 205.3 0.5114 7.76 5.26 7.44 4.21 0.259 0.014 0.7 0.10 0.10 Gravity
D6-21048 D6-21052 6 283.5 0.4868 7.44 4.19 8.11 2.81 0.253 0.024 0.7 0.12 0.16 Gravity
D6-21049 D6-21051 6 221.0 0.5158 8.85 4.50 8.40 3.36 0.261 0.012 0.4 0.101 0.13 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 19
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (mgd) Flow Velocity Manhole(ft) Manhole(ft) at Peak Flow
D6-21050 D6-21051 6 233.1 0.4547 9.98 4.43 8.40 3.37 0.245 0.015 0.6 0.11 0.12 Gravity
D6-21051 D6-21052 6 101.5 0.5320 8.40 3.36 8.11 2.82 0.265 0.030 1.0 0.13 0.15 Gravity
D6-21052 136-21053 6 239.0 0.8159 8.11 2.81 7.61 0.86 0.328 0.059 0.7 0.16 1.28 Surcharged
D6-21053 136-21055 6 166.0 0.0301 7.61 0.86 8.91 0.81 0.063 0.066 1.3 1.28 1.29 Throttled
D6-21054 D6-21055 6 310.6 1.8094 9.99 6.43 8.91 0.81 0.488 0.012 0.2 0.08 1.29 Surcharged
D6-21055 D6-21056 6 96.2 0.4782 8.91 0.81 8.81 0.35 0.251 0.087 2.1 1.29 1.71 Surchar ed
D6-21056 D6-21057 6 57.2 1.1014 8.81 0.35 8.91 -0.28 0.381 0.091 2.2 1.71 2.311 Surcharged
D6-21057 D6-21058 27 280.2 0.0964 8.91 -1.80 8.38 -2.07 6.214 9.422 3.5 3.79 3.43 Throttled
D6-21058 D6-21059 27 292.1 0.1267 8.38 -2.07 7.88 -2.44 7.125 9.421 3.5 3.38 3.09 Throttled
D6-21059 D6-21060 27 324.4 0.1726 7.88 -2.44 8.36 -3.00 8.318 9.422 3.5 3.05 2.88 Throttled
D6-21060 D5-21035 27 251.4 0.0835 8.36 -3.00 7.85 -3.21 5.785 10.733 4.1 2.83 2.30 Throttled
D6-21062 137-21001 6 124.0 0.8629 19.88 16.07 17.88 15.00 0.337 0.000 0.0 0.07 0.07 Gravity
D6-21064 136-21065 6 310.0 0.3065 13.37 8.45 11.74 7.50 0.201 0.029 0.2 0.17 1.10 Surchar ed
D6-21065 D6-21067 6 134.5 0.4461 11.74 7.50 11.36 6.90 0.242 0.164 1.2 1.09 1.44 Surcharged
D6-21066 D5-21028 6 416.7 0.4104 12.19 6.70 9.15 4.99 0.232 0.215 2.1 0.39 0.37 Gravity
D6-21067 D6-21066 6 345.0 0.0580 11.36 6.90 12.19 6.70 0.087 0.212 2.0 1.44 0.40 Throttled
D6-21068 D6-21067 6 410.0 0.4341 13.49 8.68 11.36 6.90 0.239 0.070 0.5 0.21 1.44 Surcharged
D6-21069 D6-21050 6 283.6 0.2292 9.90 5.08 9.98 4.43 0.174 0.009 0.5 0.10 0.11 Gravit
D6-21070 D6-21019 8 141.0 1.0496 12.00 9.21 13.72 7.73 0.8 0.001 0.1 0.07 0.11 Gravity
D6-21074 D6-21021 8 150.2 0.5413 12.00 6.88 11.08 6.07 0.575 0.024 0.9 0.11 0.12 Gravity
D6-22005 D6-21025 6 90.0 4.0556 10.21 7.88 11.05 4.23 0.731 0.002 0.1 0.07 0.10 Gravity
D6-22006 D6-21025 6 80.0 3.1875 11.47 6.78 11.05 4.23 0.648 0.001 0.0 0.07 0.10 Gravity
D6-22008 D6-21030 6 341.6 1.0919 17.60 14.81 15.68 11.08 0.379 0.014 0.5 0.09 0.14 Gravity
D6-22009 D6-21001 6 226.0 1.3850 18.17 13.03 18.89 9.90 0.427 0.006 0.0 0.08 2.15 Surcharged
D6-22009 D6-21033 6 273.9 1.2924 18.17 13.03 16.04 9.49 0.412 0.006 0.3 0.08 0.13 Gravity
D6-22010 D6-21031 6 278.0 0.4784 13.80 10.16 12.45 8.83 0.251 0.008 0.1 0.09 0.23 Gravity
D6-22011 136-21043 6 194.4 0.4270 12.29 9.43 11.64 8.60 0.237 0.008 0.3 0.09 0.12 Gravit
D6-22012 D6-21041 6 197.8 0.4702 11.25 8.59 10.32 7.66 0.249 0.010 0.4 0.09 0.13 Gravity
D6-22013 D6-21039 6 240.0 0.3333 12.70 7.73 10.10 6.93 0.209 0.009 0.4 0.10 0.12 Gravity
D6-22014 D6-21064 6 254.8 9.3524 34.87 32.28 13.37 8.45 1.109 0.010 0.4 0.07 0.17 Gravity
D6-22015 D6-21044 6 86.5 0.6358 10.23 8.64 11.04 8.09 0.289 0.004 0.1 0.07 0.14 Gravity
D6-22015 D6-21045 6 198.4 4.8639 10.23 8.64 8.89 -1.01 0.8 0.015 0.1 0.07 4.36 Surchar ed
D6-22016 D6-21048 6 97.0 0.6495 7.73 4.82 7.44 4.19 0.292 0.004 0.2 0.08 0.12 Gravity
D6-22022 D6-21024 8 149.6 2.0722 12.00 9.00 11.38 5.90 1.125 0.006 0.4 0.08 0.08 Gravity
D6-29008 D6-21006 14 101.5 -0.1675 14.00 8.17 14.00 8.34 -1.422 0.877 1.8 1.05 0.79 Gravity
D6-29008 D6-21006 21 100.4 -0.1693 14.00 8.171 14.00 8.34 -4.215 1.4471 2.1 1.05 0.79 Gravit
D7-21001 D7-21002 6 151.2 0.8201 17.88 15.00 18.70 13.76 0.328 0.002 0.11 0.07 0.12 Gravity
D7-21002 137-21004 6 195.0 0.3333 18.70 13.76 17.97 13.11 0.209 0.021 1.0 0.12 0.11 Gravity
D7-21003 D7-21002 6 111.0 0.8468 19.57 14.70 18.70 13.76 0.334 0.008 0.3 0.08 0.12 Gravity
D7-21004 D6-21007 6 238.0 1.1218 17.97 13.11 16.24 10.44 0.384 0.028 0.9 0.11 0.15 Gravity
D7-21005 D7-21006 6 303.0 0.8350 19.96 16.38 17.69 13.85 0.331 0.009 0.6 0.08 0.08 Gravity
D7-21006 D6-21008 6 253.0 0.9447 17.69 13.83 15.43 11.44 0.353 0.020 1.1 0.10 0.10 Gravity
D7-21009 D7-21010 14 166.2 0.3309 16.17 7.36 15.24 6.81 1.998 1.099 2.2 0.64 0.80 Gravity
D7-21009 D7-21010 21 164.1 0.1889 16.17 7.36 15.24 7.05 4.452 1.302 3.0 0.64 0.56 Gravity
D7-21010 D7-21011 14 149.31 0.26121 15.24 7.05 14.44 6.66 1.776 0.837 3.3 0.56 0.46 Gravity
D7-21010 137-21011 21 147.11 0.49631 15.24 7.05 14.44 6.32 7.215 1.5751 3.61 0.56 0.56 Gravity
D7-21011 D7-2101224 35.2 9.5739 14.44 5.99 14.77 2.62 45.245 2.661 11.6 0.37 2.06 Surcharged
D7-21012 D6-21010 27 443.5 0.0744 14.77 1.17 13.14 0.84 5.461 3.728 2.9 3.51 3.68 Surchar ed
D7-21013 E7-21024 6 270.9 0.0923 19.63 16.99 21.16 16.74 0.11 0.004 0.3 0.09 0.08 Gravity
D7-21013 D7-21014 6 375.31 1.36961 19.63 16.99 76-591 11.85 0.425 0.0161 9 0.13 Gravit
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Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full Peak ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
D7-21014 D7-21018 6 264.1 0.6778 16.59 11.85 14.76 10.06 0.299 0.032 1.3 0.13 0.13 Gravity
D7-21015 D7-21016 6 216.0 0.8889 21.14 17.09 19.74 15.17 0.342 0.015 0.8 0.10 0.10 Gravity
D7-21016 D7-21017 6 240.0 1.0708 19.74 15.17 16.53 12.60 0.375 0.022 1.0 0.10 0.11 Gravity
D7-21017 D7-21018 6 220.0 1.1864 16.53 12.60 14.76 9.99 0.395 0.031 1.2 0.11 0.13 Gravity
D7-21018 D7-21019 6 113.0 3.0796 14.76 9.99 13.91 6.51 0.637 0.069 2.6 0.13 0.13 Gravity
D7-21019 D7-21024 10 207.2 0.4247 13.91 6.11 13.08 5.23 0.923 0.462 2.7 0.42 0.42 Gravity
D7-21020 D7-21021 6 201.0 0.5522 23.52 18.91 22.19 17.80 0.27 0.014 0.6 0.10 0.12 Gravity
D7-21021 D7-21022 6 278.9 0.6167 22.19 17.80 20.04 16.08 0.285 0.023 1.1 0.12 0.11 Gravity
D7-21022 D7-21023 6 279.6 1.3233 20.04 16.08 16.23 12.38 0.417 0.030 1.5 0.11 0.11 Gravity
D7-21023 D7-21024 6 287.3 2.4887 16.23 12.38 13.08 5.23 0.572 0.042 0.4 0.11 0.42 Gravity
D7-21024 D7-21029 10 258.2 0.6274 13.08 5.23 12.09 3.61 1.122 0.524 1.7 0.42 1.60 Surcharged
D7-21025 137-21026 6 206.0 0.6990 21.15 17.99 21.34 16.55 0.303 0.006 0.3 0.08 0.10 Gravity
D7-21026 D7-21027 61 284.0 0.5317 21.34 16.55 18.91 15.04 0.265 0.015 0.8 0.10 0.11 Gravity
D7-21027 D7-21028 6 292.9 1.2564 18.91 15.04 15.02 11.36 0.407 0.024 1.2 0.11 0.11 Gravity
D7-21028 D7-21029 6 272.8 2.1994 15.02 11.36 12.09 5.36 0.538 0.036 1.8 0.11 0.11 Gravity
D7-21029 D7-21034 10 263.0 0.1521 12.09 3.61 11.12 3.21 0.552 0.571 3.0 1.59 1.65 Throttled
D7-21030 D7-21031 6 208.0 0.5144 14.93 11.88 16.07 10.81 0.26 0.003 0.2 0.07 0.09 Gravity
D7-21031 D7-21032 6 184.2 0.8740 16.07 10.81 17.44 9.20 0.339 0.010 0.4 0.09 0.12 Gravity
D7-21032 D7-21033 6 285.3 0.2559 17.44 9.20 13.30 8.47 0.184 0.017 0.9 0.12 0.10 Gravity
D7-21033 D7-21034 6 284.8 1.6292 13.30 8.47 11.12 3.83 0.463 0.044 1.8 0.10 1.03 Surcharged
D7-21034 D7-21078 10 32.7 0.6422 11.12 3.21 11.79 3.00 1.135 0.616 3.1 1.64 1.81 Surcharged
D7-21035 D7-21037 6 376.1 1.2284 18.80 13.04 14.99 8.42 0.402 0.063 1.9 0.15 0.21 lGravity
D7-21036 D7-21037 10 355.0 0.3718 16.24 9.52 14.99 8.20 0.864 0.333 1.8 0.36 0.43 Gravit
D7-21037 D7-21038 10 260.0 0.2692 14.99 8.20 16.59 7.50 0.735 0.384 2.4 0.43 0.39 Gravit
D7-21038 D7-21039 10 183.3 0.4146 16.59 7.50 14.00 6.74 0.912 0.389 2.2 0.39 0.41 Gravity
D7-21039 137-21019 10 180.5 0.3490 14.00 6.74 13.91 6.11 0.837 0.396 2.2 0.41 0.42 Gravity
D7-21040 D7-21042 10 280.8 0.5662 16.25 8.99 14.00 7.40 1.066 0.396 2.3 0.36 0.40 Gravity
D7-21041 D7-21040 6 261.7 0.1681 14.08 9.72 16.25 9.28 0.149 0.014 0.8 0.12 0.10 Gravity
D7-21042 D8-21016 10 136.9 0.4456 14.00 7.40 12.93 6.79 0.9451 0.4281 2.5 0.40 0.41 Gravity
D7-21043 D7-21042 6 256.8 0.1363 13.00 8.16 14.00 7.81 0.134 0.014 0.8 0.13 0.10 Gravity
D7-21045 D7-21046 6 224.6 0.4942 14.12 9.74 12.02 8.63 0.255 0.007 0.4 0.08 0.10 Gravity
D7-21046 D7-21047 6 279.6 0.5794 12.02 8.63 11.79 7.01 0.276 0.015 0.8 0.10 0.10 Gravity
D7-21047 D7-21049 6 281.5 1.1297 11.79 7.01 9.68 3.83 0.386 0.019 0.6 0.10 0.14 Gravity
D7-21048 D7-21049 6 221.3 0.3163 9.93 4.53 9.68 3.83 0.204 0.014 0.5 0.11 0.14 Gravity
D7-21049 D7-21050 6 288.3 0.6694 9.68 3.83 6.05 1.90 0.297 0.042 1.0 0.14 0.30 Gravity
D7-21050 D8-21015 6 88.9 0.3262 6.051 1.90 5.82 1.61 0.207 0.059 1.8 0.30 0.57 Surcharged
D7-21051 D7-21052 8 342.0 0.2105 6.57 -1.43 6.31 -2.15 0.358 0.601 3.6 1.76 0.50 Throttled
D7-21052 399-Rollins-PS 12 48.0 0.9792 8.31 -2.15 8.84 -2.62 2.279 0.781 3.9 0.50 0.94 Gravity
D7-21053 D7-21054 6 207.4 1.0174 14.24 6.70 10.29 4.59 0.366 0.005 0.3 0.08 0.09 Gravity
D7-21054 D7-21055 6 220.4 0.7169 10.29 4.59 8.63 3.01 0.307 0.011 0.4 0.09 0.14 Gravit
D7-21055 399-Rollins-P.6 6 194.0 0.8299 8.63 3.01 8.84 1.40 0.33 0.047 1.6 0.14 0.14 Gravity
D7-21056 D7-21057 6 300.0 0.6333 9.82 6.19 9.16 4.29 0.289 0.013 0.6 0.10 0.13 Gravity
D7-21057 D7-21055 6 297.9 0.4297 9.16 4.29 8.63 3.01 0.238 0.023 0.8 0.13 0.14.Gravity
D7-21058 D7-21059 6 190.0 0.3158 9.36 4.46 8.31 3.86 0.204 0.005 0.3 0.08 0.10 Gravity
D7-21059 D7-21060 6 242.0 0.3264 8.31 3.86 9.45 3.07 0.207 0.011 0.6 0.10 0.10 Gravity
D7-21060 D7-21061 8 28.7 0.2787 9.45 3.05 9.09 2.97 0.412 0.019 0.9 0.12 0.10 Gravity
D7-21061 D7-21052 8 345.5 0.4978 9.09 2.35 8.31 0.63 0.551 0.024 1.0 0.12 0.11 Gravity
D7-21062 D7-21063 8 105.5 0.4076 9.71 5.44 10.18 5.01 0.499 0.000 0.0 0.07 0.07 Gravity
D7-21063 27-21064 8 156.5 0.7284 10.18 5.01 10.95 3.87 0.6671 0.0881 0.41 0.07 0.94 Surcharged
D7-21064 D7-21065 8 178.5 0.4594 10.95 3.87 11.79 3.05 0.53 -0.134 -0.61 0.94 1.76 Surcharged
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Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
h in DS
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (fl)
capacity
Flow Velocity Manthole(fth in ) Manthole(ft) at Peak Flow
D7-21065 D7-21078 8 108.2 0.0462 11.79 3.05 11.79 3.00 0.168 -0.168 -0.7 1.76 1.81 Throttled
D7-21066 D7-21067 15 250.0 0.1560 12.87 2.36 14.02 1.97 1.649 0.853 2.1 2.41 2.76 Surcharged
D7-21067 D7-21012 15 254.8 0.3140 14.02 1.97 14.77 1.17 2.34 0.864 1.2 2.76 3.51 Surcharged
D7-21068 D7-21069 10 292.1 0.4108 8.38 3.80 8.70 2.60 0.908 0.029 0.8 0.12 0.13 Gravity
D7-21069 D7-21070 10 245.2 0.4364 8.70 2.60 8.40 1.53 0.936 0.037 0.81 0.13 0.16 Gravity
D7-21070 D7-21071 10 11.7 0.2564 8.40 1.53 8.38 1.50 0.718 0.044 0.9 0.16 0.16 Gravit
D7-21071 D7-21072 12 13.1 0.0000 8.38 1.50 8.25 1.50 0 0.044 1.1 0.16 0.13 Gravity
D7-21072 D7-21073 12 237.9 0.5464 8.25 1.50 9.00 0.20 1.702 0.049 0.6 0.13 0.23 Gravity
D7-21073 D7-21076 12 154.7 0.0259 9.00 0.20 9.00 0.16 0.37 0.054 1.3 0.23 0.14 Gravity
D7-21074 D7-21075 8 300.0 0.6000 8.32 2.87 9.38 1.07 0.605 0.009 0.5 0.09 0.10 Gravity
D7-21075 D7-21076 8 203.6 0.4470 9.38 1.07 9.00 0.16 0.522 0.012 0.4 0.10 0.14 Gravity
D7-21076 D7-21052 12 245.2 0.9421 9.00 0.16 8.31 -2.15 2.236 0.096 0.5 0.14 0.50 Gravity
D7-21077 D7-21035 6 240.0 0.7583 20.07 16.00 18.80 14.18 0.316 0.016 0.9 0.10 0.10 Gravity
D7-21078 D7-21066 15 203.6 0.3143 11.79 3.00 12.87 2.36 2.341 0.827 1.9 1.80 2.41 Surchar ed
D7-22002 D7-21014 6 133.0 1.5865 17.64 13.96 16.59 11.85 0.457 0.010 0.4 0.08 0.13 Gravity
D7-22003 D7-21043 6 195.6 0.3681 12.26 8.88 13.00 8.16 0.22 0.006 0.2 0.09 0.13 Gravity
D7-22004 D7-21056 6 111.0 0.1081 10.34 6.31 9.82 6.19 0.119 0.005 0.3 0.10 0.10 Gravity
D7-22005 D7-21055 6 133.6 1.7216 9.55 5.31 8.63 3.01 0.476 0.008 0.3 0.08 0.14 Gravity
D7-22006 D7-21015 6 214.0 0.6542 22.31 18.49 21.14 17.09 0.293 0.006 0.3 0.08 0.10 Gravity
D7-22007 D7-21020 6 204.0 0.5000 22.65 19.93 23.52 18.91 0.257 0.007 0.4 0.09 0.10 Gravity
D8-21001 DS-21002 6 311.9 0.1122 7.43 4.70 6.49 4.35 0.122 0.059 0.7 1.06 1.35 Surchar ed
D8-21002 D8-21005 8 312.0 0.1250 6.49 4.35 7.17 3.96 0.276 0.117 0.7 1.35 1.69 Surcharged
D8-21003 DB-21004 6 288.3 0.4960 13.17 7.44 10.51 6.01 0.255 0.053 1.4 0.17 0.17 Gravity
D8-21004 D8-21002 6 298.2 0.5567 10.51 6.01 6.49 4.35 0.271 0.055 0.7 0.17 1.35 Surcharged
D8-21005 D8-21006 8 313.0 0.0511 7.17 3.96 8.40 3.80 0.177 0.131 0.7 1.69 1.80 Surcharged
D8-21006 D8-21012 8 43.7 0.8924 8.40 3.83 7.99 3.44 0.738 0.529 2.4 1.76 1.93 Surcharged
D8-21007 D7-21042 6 314.8 1.0515 14.13 11.12 14.00 7.81 0.372 0.013 0.8 0.09 0.09 Gravity
D8-21008 D8-21009 6 239.8 0.8632 12.12 8.25 11.59 6.18 0.337 0.018 0.2 0.10 0.42 Gravity
D8-21009 D8-21011 10 288.3 0.4509 11.59 6.18 8.61 4.88 0.951 0.458 2.31 0.42 1.01 Surcharged
D8-21010 138-21011 6 362.1 0.4833 9.57 6.63 8.61 4.88 0.252 0.017 0.1 0.11 1.01 Surcharged
D8-21011 DB-21006 10 301.3 0.3584 8.61 4.88 8.40 3.80 0.848 0.446 2.0 1.01 1.80 Surcharged
D8-21012 DB-21013 8 410.8 0.3797 7.99 3.44 5.82 1.88 0.481 0.530 2.4 1.92 1.52 Throttled
D8-21013 D8-21015 8 249.6 0.3966 5.82 1.88 5.82 0.89 0.492 0.534 2.8 1.51 1.29 Throttled
D8-21014 D7-21050 6 222.2 0.3780 7.05 2.74 6.05 1.90 0.223 0.012 0.3 0.10 0.30 Gravity
D8-21015 D7-21051 8 315.4 0.7356 5.82 0.89 6.57 -1.43 0.67 0.579 2.4 1.27 1.78 Surcharged
D8-21016 D8-21009 10 144.1 0.4233 12.93 6.79 11.59 6.18 0.922 0.434 2.5 0.41 0.42 Gravityj
DB-21017 D7-21074 8 235.0 0.5149 9.08 4.08 8.32 2.87 0.561 0.007 0.4 0.08 0.09 Gravity
D8-21018 D7-21068 8 300.0 0.5000 8.30 5.30 8.38 3.80 0.552 0.010 0.4 0.09 0.12 Gravity
D8-22001 E8-21007 6 224.1 0.3570 9.98 7.19 9.64 6.39 0.217 0.008 0.4 0.09 0.11 Gravity
D8-22002 D8-21010 6 96.7 1.0238 9.82 7.62 9.57 6.63 0.367 0.010 0.5 0.09 0.11 Gravity
D8-22003 D8-21008 6 216.5 0.5173 12.76 9.37 12.12 8.25 0.261 0.011 0.6 0.10 0.10 Gravity
D8-22004 D13-21014 6 198.5 0.6650 7.87 4.06 7.05 2.74 0.296 0.004 0.2 0.08 0.10 Gravity
D8-22005 D7-21048 6 216.0 0.9630 10.61 6.61 9.93 4.53 0.356 0.006 0.3 0.08 0.11 Gravity
E1-21001 E1-21002 6 292.8 5.73771 552.70 546.30 536.60 529.50 0.869 0.007 0.6 0.07 0.08 Gravity
E1-21002 E1-21003 6 231.2 7.26641 536.60 529.50 523.40 512.70 0.978 0.0171 0.9 0.08 0.11 Gravity
E1-21003 E1-21004 6 336.5 3.7741 523.40 512.70 508.50 500.00 0.705 0.0411 1.6 0.10 0.13 Gravity
E1-21004 E2-21072 6 173.2 6.2933 508.50 500.00 498.00 489.10 0.91 0.098 1.9 0.13 0.22 Gravity
E1-21006 E1-21007 6 271.7 6.2569 558.70 552.00 541.50 535.00 0.907 0.021 1.41 0.08 0.09 Gravity
E1-21007 E1-21008 6 198.9 11.5636 541.50 535.00 520.00 512.00 1.234 0.0371 2.01 0.091 0.10 Gravity
E1-21008 E1-21004 6 161.3 7.4396 520,001 512.00 508.501 500.00 0.989 0,0501 1.91 0.101 0.13 Gravity
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Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full eaPeakmaximum Maximum Upstream Downstream Pipe US Rim Elevation US Invert Elevation Dm m S Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in m Depth in m Hydraulic Condition
Length(ft) Gradient(%)
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) apace Flow Velocity Manhole S Manhole(ft) at Peak Flow
(mgdE1-21010 E2-21073 6 170.2 13.3960 520.90 514.80 500.20 492.00 1.328 0.015 1.0 0.07 0.09 Gravity
E1-21011 E1-21012 6 156.7 9.1257 557.60 551.20 543.80 536.90 1.096 0.020 1.1 0.08 0.10 Gravity
E1-21012 E1-21013 6 186.5 3.2708 543.80 536.90 539.00 530.80 0.656 0.031 1.7 0.10 0.10 Gravity
E1-21013 E1-21017 6 328.6 3.0128 539.00 528.00 526.40 518.10 0.63 0.079 2.5 0.14 0.15 Gravity
E1-21014 E1-21013 6 221.9 2.2983 542.60 535.90 539.00 530.80 0.551 0.037 1.81 0.11 0.111Gravity
E1-21015 E1-21014 6 115.0 0.9565 543.20 537.00 542.60 535.90 0.355 0.017 0.8 0.10 0.11 Gravity
E1-21017 Et-21018 6 119.4 4.2714 526.40 518.10 519.50 513.00 0.75 0.116 4.0 0.15 0.15 Gravity
E1-21018 Et-21019 6 199.2 11.5462 519.50 513.00 495.80 490.00 1.233 0.129 4.7 0.13 0.14 Gravity
E1-21019 Et-21020 6 277.4 11.4636 495.80 490.00 464.60 458.20 1.228 0.146 2.8 0.13 0.22 Gravity
E1-21020 E2-21084 6 286.7 1.8137 464.60 458.20 459.60 453.00 0.489 0.171 2.7 0.22 0.25 Gravity
Et-21022 Et-21017 6 268.0 2.6493 531.40 525.20 526.40 518.10 0.591 0.033 1.0 0.10 0.15 Gravity
E1-21025 E1-21027 6 222.6 5.4807 504.20 494.60 488.00 482.40 0.849 0.131 4.7 0.15 0.14 Gravity
Et-21027 E1-21028 6 210.4 11.1692 488.00 482.40 464.50 458.90 1.212 0.151 5.0 0.14 0.14 Gravity
E1-21028 Et-21029 6 303.0 10.3960 464.50 458.90 434.60 427.40 1.17 0.170 5.0 0.14 0.16 Gravity
E1-21029 E2-21089 6 308.7 9.2323 434.60 427.40 404.70 398.90 1.102 0.194 5.4 0.16 0.16 Gravity
E1-21030 E2-21080 6 305.0 5.6066 522.20 515.90 505.40 498.80 0.859 0.013 1.1 0.08 0.08 Gravity
E1-21056 E2-21057 6 174.9 5.0886 491.50 485.00 482.80 476.10 0.818 0.020 1.3 0.08 0.09 Gravity
E1-22005 E1-21006 6 98.1 10.1937 569.20 562.00 558.70 552.00 1.158 0.011 0.8 0.07 0.08 Gravity
E1-22009 E1-21010 6 234.6 12.0205 549.40 543.00 520.90 514.80 1.258 0.008 0.7 0.07 0.07 Gravity
E1-22021 Et-21022 6 291.1 6.2521 550.30 543.40 531.40 525.20 0.907 0.011 0.6 0.07 0.10 Gravity
E1-22023 E1-21030 61 110.0 9.0000 532.40 525.80 522.20 515.90 1.088 0.006 0.5 0.07 0.08 Gravity
E1-22026 E1-21025 6 206.0 7.4757 516.00 510.00 504.20 494.60 0.992 0.012 0.4 0.07 0.15 Gravity
E1-22031 Et-21011 6 138.6 9.9567 571.40 565.00 557.60 551.20 1.145 0.009 0.7 0.07 0.08 Gravity
E2-21001 E2-21002 8 36.6 5.0820 475.76 470.16 475.40 468.30 1.76 0.390 5.8 0.23 0.23 Gravity
E2-21002 E2-21003 8 132.1 20.6662 475.40 468.30 444.20 441.00 3.551 0.389 3.2 0.16 0.35 Gravity
E2-21003 E2-21005 8 102.3 1.1730 444.20 441.001 443.50 439.80 0.846 0.445 3.7 0.35 0.35 Gravit
E2-21004 E2-21003 6 170.3 5.3905 457.16 450.18 444.20 441.00 0.842 0.041 0.4 0.10 0.35 Gravit
E2-21005 E2-21006 8 170.2 12.4559 443.50 439.80 422,001 418.60 2.757 0.460 2.8 0.20 0.47 Gravity
E2-21006 E2-21007 8 129.0 0.5426 422.00 418.60 423.00 417.90 0.575 0.460 3.2 0.46 0.40 Gravity
E2-21007 E2-21011 8 128.0 6.1719 423.00 417.90 414.50 410.00 1.941 0.905 8.11 0.33 0.33 Gravity
E2-21008 E2-21009 6 150.0 11.0133 470.83 461.29 450.77 444.77 1.204 0.427 6.3 0.22 0.26 Gravity
E2-21009 E2-21010 6 30.1 5.5482 450.77 444.77 449.77 443.10 0.854 0.427 6.4 0.26 0.26 Gravity
E2-21010 E2-21007 8 113.3 22.2418 449.77 443.10 423.00 417.90 3.685 0.442 4.0 0.17 0.33 Gravity
E2-21011 E2-21012 8 55.0 49.8182 414.50 410.00 385.50 382.60 5.514 0.913 9.3 0.19 0.30 Gravity
E2-21012 E2-21013 8 85.0 8.8235 385.50 382.60 381.00 375.10 2.321 0.913 9.7 0.30 0.29 Gravity
E2-21013 E2-29004 8 39.3 9.9924 381.00 375.10 373.81 371.17 2.469 0.913 9.5 0.29 0.30 Gravity
E2-21014 E2-22003 6 96.1 33.2986 397.00 394.00 367.50 362.00 2.094 0.101 5.0 0.10 0.11 Gravity
E2-21016 E2-21019 8 117.0 1.4530 343.50 338.00 343.17 336.30 0.9421 1.067 5.0 1.16 0.60 Throttled
E2-21017 E2-21018 6 216.0 9.0185 455.10 449.81 435.98 430.33 1.089 0.034 2.0 0.09 0.10 Gravit
E2-21018 E2-21019 6 331.8 27.8059 435.98 430.33 343.17 338.07 1.913 0.085 4.9 0.10 0.10 Gravity
E2-21019 E2-21020 8 179.6 2.4722 343.17 336.30 337.56 331.86 1.228 1.166 6.1 0.55 0.55 Gravity
E2-21020 E2-21021 8 114.9 6.4056 337.56 331.86 329.50 324.50 1.977 1.184 8.9 0.38 0.38 Gravity
E2-21021 E2-21022 24 85.4 13.4660 329.50 324.50 318.10 313.00 53.665 1.203 6.2 0.28 0.30 Gravity
E2-21022 E2-21025 8 130.4 14.5706 318.10 313.00 300.60 294.00 2.983 1.203 8.1 0.30 0.42 Gravity
E2-21023 E2-21024 6 209.7 21.4115 416.00 411.80 371.00 366.90 1.679 0.085 4.7 0.10 0.10 Gravity
E2-21024 E2-21025 1 6 132.7 54.9359 371.00 366.90 300.60 294.00 2.689 0.131 1.2 0.10 0.42 Gravity
E2-21025 E2-21026 24 109.6 1.7336 300.60 294.00 296.50 292.10 19.25 1.322 2.6 0.42 1.55 Gravity
E2-21026 E2-21027 8 127.5 2.2745 296.50 292.10 293.30 289.20 1.178 1.322 6.2 1.48 0.60 Throttled
E2-21027 E2-21028 8 225.0 18.3111 293.30 289.20 253.40 248.00 3.343 1.430 10.41 0.32 0.44 Gravit
E2-21028 E2-21029 8 92.4 10.4978 253.401 248.00 242.20 238.301 2.5321 1.4611 7.71 0,371 2.94 Surchar ed
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Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea Peak Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(^%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (mgd) Flow Velocity Manhole(ft) Manhole(ft) at Peak Flow
E2-21029 E2-21030 8 62.6 5.2716 242.20 238.30 238.80 235.00 1.794 1.461 5.6 2.85 FULL Surcharged
E2-21030 E2-21031 8 188.4 2.6539 238.80 235.00 236.00 230.00 1.273 1.425 6.4 3.77 2.27 Throttled
E2-21031 E2-21032 8 121.1 5.3675 236.00 230.00 227.90 223.50 1.81 1.425 5.4 2.19 FULL Surcharged
E2-21032 E2-21033 8 127.4 1.9623 227.90 223.50 223.70 221.00 1.094 1.381 5.5 4.38 FULL Throttled
E2-21033 E2-21034 8 90.0 1.3333 223.70 221.00 225.90 219.80 0.902 1.258 5.2 FULL 1.52 Throttled
E2-21034 E2-21035 8 62.3 1.4446 225.90 219.80 224.50 218.90 0.939 1.287 6.0 1.44 0.60 Throttled
E2-21035 E2-21036 8 111.2 8.4173 224.50 218.90 214.44 209.54 2.267 1.292 4.8 0.37 FULL Surchar ed
E2-21036 E2-21037 8 78.3 1.2299 214.44 209.54 238.12 208.58 0.867 0.918 3.8 FULL 4.88 Throttled
E2-21037 E2-21038 8 55.0 1.2309 238.12 208.58 212.70 207.90 0.867 0.918 3.4 4.85 4.73 Throttled
E2-21038 E2-21039 8 96.0 0.5208 212.70 207.90 211.08 207.40 0.564 0.924 3.5 4.70 FULL Throttled
E2-21039 E2-21040 8 205.0 0.5366 211.08 207.40 211.09 206.30 0.572 0.602 2.6 FULL 3.77 Throttled
E2-21040 E3-21001 8 100.0 0.4700 211.09 206.30 212.15 205.83 0.536 0.602 2.7 3.76 3.67 Throttled
E2-21041 E2-21042 6 242.6 13.1080 403.10 400.93 370.91 369.13 1.313 0.030 1.8 0.08 0.09 Gravity
E2-21042 E2-21043 6 179.2 9.1842 370.91 369.13 362.69 352.67 1.099 0.042 2.2 0.09 0.11 Gravity
E2-21043 E2-21044 6 233.1 9.1828 362.69 352.67 338.56 331.27 1.099 0.067 2.6 0.11 0.13 Gravity
E2-21044 E2-21045 6 377.6 9.1811 338.56 331.27 307.01 296.60 1.099 0.117 4.0 0.13 0.14 Gravity
E2-21045 E2-21046 6 287.3 9.1803 307.01 296.60 272.18 270.22 1.099 0.152 4.8 0.14 0.15 Gravity
E2-21046 E3-21008 6 260.2 9.1826 272.18 270.22 255.20 246.33 1.099 0.175 5.5 0.15 0.15 Gravity
E2-21057 E2-21058 6 190.7 8.3901 482.80 476.10 469.40 460.10 1.051 0.035 1.9 0.09 0.10 Gravity
E2-21058 E2-21059 6 192.0 5.7292 469.40 460.10 455.80 449.10 0.868 0.049 2.5 0.10 0.11 Gravity
E2-21059 E2-21060 6 200.0 8.0500 455.80 449.10 441.80 433.00 1.029 0.068 2.0 0.11 0.16 Gravity
E2-21060 E2-21061 6 288.7 1.6973 441.80 433.00 433.80 428.10 0.473 0.082 1.8 0.16 0.20 Gravity
E2-21061 E2-21062 6 300.2 0.9993 433.80 428.10 430.90 425.10 0.363 0.106 2.1 0.20 0.21 Gravity
E2-21062 E2-21063 6 297.4 1.0087 430.90 425.10 427.80 422.10 0.364 0.124 2.4 0.21 0.21 Gravity
E2-21063 E2-21064 6 286.6 1.2212 427.80 422.10 423.00 418.60 0.401 0.133 2.6 0.21 0.21 Gravity
E2-21064 E2-21065 6 249.1 10.0281 423.00 418.60 398.42 393.62 1.149 0.147 5.1 0.14 0.14 Gravity
E2-21065 E2-21066 6 210.2 12.2217 398.42 393.62 373.11 367.93 1.268 0.162 5.2 0.14 0.15 Gravity
E2-21066 E2-21067 6 103.5 9.3527 373.11 367.93 363.57 358.25 1.11 0.169 5.2 0.15 0.15 Gravity
E2-21067 D2-21016 6 188.0 9.03191 363.57 358.25 347.57 341.27 1.09 0.182 4.0 0.15 0.20 Gravity
E2-21068 E2-21069 6 260.4 13.6943 435.97 430.99 400.45 395.33 1.343 0.060 3.0 0.10 0.11 Gravity
E2-21069 E2-21970 6 251.2 10.3519 400.45 395.33 374.47 369.33 1.167 0.075 3.6 0.11 0.11 Gravity
E2-21070 D2-21016 6 120.9 16.2366 366.05 360.90 347.57 341.27 1.462 0.091 2.0 0.11 0.20 Gravity
E2-21071 E2-21099 6 218.1 3.9413 367.94 362.23 368.73 353.63 0.72 0.020 1.1 0.09 0.10 Gravity
E2-21072 E2-21074 6 141.4 0.7072 498.00 489.10 494.50 488.10 0.305 0.106 2.1 0.22 0.21 Gravity
E2-21073 E2-21074 6 96.8 4.0289 500.20 492.00 494.50 488.10 0.728 0.022 0.5 0.09 0.20 Gravity
E2-21074 E2-21075 6 216.9 1.4753 494.50 488.10 490.80 484.90 0.441 0.133 2.8 0.20 0.20 Gravity
E2-21075 E2-21076 61 298.6 6.0281 490.80 484.90 472.90 466.90 0.891 0.152 3.8 0.15 0.18 Gravity
E2-21076 E2-21077 6 209.0 4.30621 472.90 466.90 464.80 457.90 0.753 0.175 3.7 0.18 0.20 Gravity
E2-21077 E2-21078 6 300.4 3.16251 464.80 457.90 454.50 448.40 0.645 0.192 3.8 0.20 0.21 Gravity
E2-21078 E2-21079 6 217.2 2.9006 454.50 448.40 448.80 442.10 0.618 0.203 2.9 0.21 0.28 Gravity
E2-21079 E2-21086 6 266.3 5.8205 448.80 442.10 429.20 426.60 0.875 0.459 6.6 0.27 0.27 Gravity
E2-21080 E2-21081 6 183.0 10.4918 505.40 498.80 485.60 479.60 1.175 0.020 1.51 0.08 0.08 Gravity
E2-21081 E2-21082 6 137.0 13.0657 485.60 479.60 470.20 461.70 1.311 0.030 1.8 0.08 0.09 Gravity
E2-21082 E2-21083 6 180.0 8.0556 470.20 461.70 453.80 447.20 1.03 0.039 0.7 0.09 0.24 Gravity
E2-21083 E2-21079 6 188.9 2.6998 453.80 447.20 448.80 442.101 0.5961 0.250 3.5 0.24 0.28 Gravity
E2-21084 E2-21085 1 61 179.0 1.2849 459.60 453.00 457.20 450.70 0.411 0.189 3.0 0.25 0.25 Gravity
E2-21085 E2-21083 i 6! 22911
1.4644 457.20 450.70 453.80 447.20 0.439 0.202 3.3 0.25 0.25 Gravity
E2-21086 E2-21087 6 256.7 9.7390 429.20 426.60 406.40 401.60 1.132 0.462 7.9 0.24 0.24 Gravity
E2-21087 E2-21088 1 61 174.01 10.68971 406.40 401.60 388.00 383.00 1.1861 0.483 6.2 0.23 0.30 Gravity
E2-21088 I D2-21007 1 61 135.61 5.75221 388.00 383.00 382.60 375.20 0.871 0.498 4.2 0.28 0.50 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 24
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full I eak ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E2-21089 D2-21007 6 235.4 10.0680 404.70 398.90 382.60 375.20 1.151 0.218 1.9 0.16 0.49 Gravity
E2-21090 E2-21091 6 153.1 8.8178 335.40 325.00 315.00 311.50 1.077 0.016 0.8 0.08 0.11 Gravity
E2-21091 E2-21092 6 173.8 0.9781 315.00 311.50 317.00 309.80 0.359 0.025 1.8 0.11 0.11 Gravity
E2-21092 E2-21093 6 144.6 14.7303 317.00 309.80 296.00 288.50 1.392 0.028 1.6 0.08 0.10 Gravity
E2-21093 E2-21094 6 96.5 2.9534 296.00 288.50 288.50 285.65 0.623 0.031 1.21 0.10 0.13 Gravity
E2-21094 E2-21095 6 125.3 0.7582 288.50 285.65 295.50 284.70 0.316 0.035 1.3 0.13 0.14 Gravity
E2-21095 52-21057 6 146.1 0.7529 295.50 284.70 298.50 283.60 0.315 0.038 1.6 0.14 0.12 Gravity
E2-21099 D2-21013 6 225.9 3.9416 368.73 353.63 349.64 344.73 0.72 0.038 2.2 0.10 0.10 Gravity
E2-21970 E2-21070 6 81.4 10.3514 374.47 369.33 366.05 360.90 1.167 0.085 4.3 0.11 0.11 Gravity
E2-22002 E2-21023 6 94.7 1.1616 420.00 412.90 416.00 411.80 0.391 0.052 2.0 0.14 0.14 Gravity
E2-22003 E2-21016 6 143.8 16.6898 367.50 362.00 343.50 338.00 1.482 0.101 0.7 0.11 1.23 Surcharged
E2-22004 E2-21016 8 141.2 20.9674 374.00 367.61 343.50 338.00 3.578 0.950 4.0 0.24 1.24 Surcharged
E2-22007 E2-21071 6 115.0 27.6696 399.25 394.05 367.94 362.23 1.908 0.009 0.6 0.07 0.09 Gravity
E2-29004 E2-22004 8 35.7 9.9916 373.81 371.17 374.00 367.61 2.469 0.950 9.9 0.29 0.29 Gravity
E3-21001 E3-21002 8 120.5 0.5145 212.15 205.83 210.31 205.21 0.56 0.612 2.6 3.65 3.54 Throttled
E3-21002 E3-21003 8 171.7 0.4892 210.31 205.21 208.37 204.37 0.546 0.646 2.6 3.52 3.15 Throttled
E3-21003 E3-21004 8 140.0 0.4929 208.37 204.37 206.20 203.68 0.548 0.712 2.8 3.13 FULL Throttled
E3-21004 E3-21005 8 60.0 0.2500 206.20 203.68 212.46 203.53 0.391 0.608 3.0 FULL 2.57 Throttled
E3-21005 E3-21006 8 97.3 0.6578 212.46 203.53 206.73 202.89 0.633 0.608 2.5 2.56 2.85 Surcharged
E3-21006 E3-21007 8 105.7 0.4541 206.73 202.89 207.82 202.41 0.527 0.613 2.5 2.84 2.95 Throttled
E3-21007 E3-21010 8 340.3 0.5907 207.82 202.41 210.20 200.40 0.6 0.751 3.1 2.93 1.69 Throttled
E3-21008 E3-21009 6 195.3 9.1813 255.20 246.33 232.00 228.40 1.099 0.175 5.2 0.15 0.16 Gravity
E3-21009 E3-21007 6 232.4 11.1833 232.00 228.40 207.82 202.41 1.213 0.210 1.4 0.16 2.95 Surcharged
E3-21010 E3-21011 8 242.6 0.5853 210.20 200.40 203.18 198.98 0.598 0.785 4.1 1.66 0.53 Throttled
E3-21011 E3-21012 8 159.3 13.3082 203.18 198.98 181.54 177.78 2.85 0.825 9.1 0.25 0.28 Gravity
E3-21012 E3-21129 8 29.5 9.4237 181.54 177.78 180.00 175.00 2.397 0.825 9.2 0.28 0.28 Gravity
E3-21013 E3-21129 8 129.4 1.1592 182.50 176.50 180.001 175.00 0.841 0.017 0.2 0.09 0.25 Gravity
E3-21014 E3-21016 6 47.5 0.7368 161.59 156.44 162.11 156.09 0.311 0.0221 1.6 0.11 0.11 Gravity
E3-21015 E3-21014 6 355.0 0.1268 163.80 156.89 161.59 156.44 0.129 0.013 0.6 0.12 0.11 Gravity
E3-21016 E3-21017 6 180.1 9.2671 162.11 156.09 145.40 139.40 1.104 0.026 0.3 0.08 0.31 Gravity
E3-21017 E3-21018 10 262.8 5.2131 145.40 139.40 131.70 125.70 3.234 0.875 7.4 0.31 0.31 Gravity
E3-21018 E3-21019 10 251.1 7.9849 131.70 125.70 112.90 105.65 4.003 0.885 5.7 0.28 0.38 Gravity
E3-21019 E3-21026 10 311.9 2.6771 112.90 105.65 103.30 97.30 2.317 0.930 6.0 0.38 0.38 Gravity
E3-21020 E3-21021 6 138.4 6.8425 140.60 135.00 131.97 125.53 0.949 0.020 1.1 0.08 0.10 Gravity
E3-21021 E3-21022 6 50.0 1.4400 131.97 125.53 132.01 124.81 0.435 0.023 1.5 0.10 0.09 Gravity
E3-21022 E3-21023 6 32.0 4.0938 132.01 124.811 128.75 123.50 0.734 0.025 1.3 0.09 0.11 Gravity
E3-21023 E3-21024 6 50.0 1.5600 128.75 123.50 129.23 122.72 0.453 0.027 1.8 0.11 0.09 Gravity
E3-21024 E3-21025 6 129.2 9.8994 129.23 122.72 117.83 109.93 1.142 0.037 2.1 0.09 0.10 Gravity
E3-21025 E3-21019 8 110.7 3.8663 117.83 109.93 112.90 105.65 1.536 0.042 0.3 0.10 0.38 Gravity
E3-21026 E3-21027 10 256.0 4.0078 103.30 97.30 93.04 87.04 2.836 0.934 6.5 0.34 0.36 Gravity
E3-21027 D3-21014 10 357.6 3.7584 93.04 87.04 81.29 73.60 2.746 0.966 3.3 0.35 1.63 Surcharged
E3-21028 E3-21029 6 250.0 8.6120 158.91 155.60 137.85 134.07 1.065 0.002 0.2 0.07 0.07 Gravity
E3-21029 E3-21030 6 255.2 4.3299 137.85 134.07 126.03 123.02 0.755 0.009 0.7 0.07 0.08 Gravity
E3-21030 E3-21031 6 248.4 3.7520 126.03 123.02 116.80 113.70 0.703 0.016 1.1 0.08 0.08 Gravity
E3-21031 D3-21008 6 289.4 6.7761 116.80 113.70 97.64 94.091 0.944 0.024 1.4 0.08 0.10 Gravity
E3-21032 E3-21033 8 214.5 7.6830 163.37 158.97 a252..46
142.49 2.165 0.007 0.5 0.07 0.08 Gravit
E3-21033 E3-21034 8 226.2 8.5853 147.19 142.49 123.07 2.289 0.014 1.0 0.08 0.08 Gravit
E3-21034 D3-21004 8 228.3 12.2733 127.60 123.07 95.05 2.737 0.015 0.9 0.08 0.09 Gravit
E3-21036 D3-21089 6 359.8 7.8933 144.00 139.80 111.40 1.019 0.015 1.0 0.08 0.09 Gravi
E3-21040 E3-21041 6 398.0 6.5503 288.59 275.75 249.68 0.928 0.197 3.8 0.17 0.21 Gravi
PA136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5VAppendix A.xls Page 25
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
u
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DPipe Fll ea ea Maximum Maximum
S Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E3-21041 E3-21096 6 254.1 8.8371 252.46 249.68 232.91 227.23 1.078 0.364 7.0 0.21 0.21 Gravity
E3-21051 E3-21053 8 174.2 4.8220 203.40 198.30 195.99 189.90 1.715 1.453 5.8 0.84 2.93 Surcharged
E3-21052 E3-29001 8 38.2 8.5000 218.42 213.60 213.36 210.36 2.277 1.309 9.5 0.37 0.42 Gravity
E3-21053 E3-21057 8 189.1 2.7023 195.99 189.90 188.57 184.79 1.284 1.513 7.1 2.83 0.60 Throttled
E3-21054 E3-21053 6 20.0 2.70001 194.00 190.44 195.99 189.90 0.596 0.065 0.4 2.39 2.92 Surcharged
E3-21055 E3-21054 6 115.5 20.3680 232.92 213.97 194.00 190.44 1.637 0.056 1.5 0.09 2.39 Surcharged
E3-21057 E3-21058 8 257.6 5.4115 188.57 184.78 175.72 170.84 1.817 1.535 8.4 0.48 1.18 Surcharged
E3-21058 E3-21059 8 214.7 6.9492 175.72 170.84 163.03 155.92 2.059 1.534 5.6 1.01 FULL Surcharged
E3-21059 E3-21067 8 232.0 2.8103 163.03 155.92 156.80 149.40 1.31 1.407 5.1 FULL 5.89 Throttled
E3-21067 E3-21068 8 220.0 1.0500 156.80 149.40 151.18 147.09 0.801 1.429 6.7 5.83 0.60 Throttled
E3-21068 E3-21071 8 149.9 4.0427 151.18 147.09 145.18 141.03 1.571 1.440 7.8 0.52 0.52 Gravity
E3-21071 E3-21072 12 25.0 30.2800 145.18 141.03 140.18 133.46 12.674 1.939 9.6 0.28 0.42 Gravity
E3-21072 E3-21074 12 90.0 6.1778 140.18 133.46 133.57 127.90 5.725 1.938 3.6 0.42 2.32 Surcharged
E3-21073 E3-21071 6 290.1 11.6236 179.75 174.75 145.18 141.03 1.237 0.499 6.6 0.23 0.29 Gravity
E3-21074 E3-29002 12 59.1 0.0000 133.57 127.90 137.88 127.90 0 1.938 3.6 2.29 1.86 Throttled
E3-21075 E3-21076 12 183.4 1.8539 131.69 127.62 128.35 124.22 3.136 1.958 5.6 0.58 0.66 Gravity
E3-21076 E3-21077 12 120.0 1.4583 128.35 124.22 127.83 122.47 2.781 1.969 5.8 0.64 0.64 Gravity
E3-21077 E3-21078 12 190.4 1.2605 127.83 122.00 126.72 119.60 2.586 1.975 5.5 0.66 0.66 Gravity
E3-21078 E3-21126 8 123.7 13.2482 126.72 120.30 119.87 103.91 2.844 0.000 0.0 0.07 0.07 Gravity
E3-21078 E3-21128 18 345.9 2.0526 126.72 119.60 117.41 112.50 9.728 1.9781 6.2 0.48 0.48 Gravity
E3-21079 E3-21123 12 121.8 1.6962 104.13 98.13 111.05 96.06 3 0.264 3.5 0.22 0.21 Gravity
E3-21080 E3-21081 12 105.3 0.6743 100.23 94.93 101.81 94.22 1.891 0.272 2.5 0.27 0.27 Gravity
E3-21081 E3-21082 12 45.6 4.0570 101.81 94.22 99.39 92.37 4.64 0.278 2.6 0.19 0.27 Gravit
E3-21082 E3-21083 12 111.8 0.7603 99.39 92.37 100.26 91.52 2.008 0.288 2.7 0.27 0.27 Gravity
E3-21083 E4-21019 12 191.2 0.8787 100.26 90.91 91.93 89.23 2.159 0294 2.8 0.26 0.26 Gravity
E3-21084 E3-21122 6 104.2 0.0000 171.99 167.73 169.35 167.73 0 0.017 0.9 0.18 0.10 Gravity
E3-21085 E3-21086 6 157.0 5.0637 159.51 153.06 149.50 145.11 0.816 0.038 2.4 0.10 0.09 Gravity
E3-21086 E3-21087 6 20.0 10.9000 149.50 145.11 146.80 142.93 1.198 0.043 2.1 0.09 0.11 Gravity
E3-21087 E3-21088 6 50.01 4.0200 146.80 142.93 144.91 140.92 0.727 0.051 3.11 0.11 0.09 Gravity
E3-21088 E3-21089 6 107.0 12.76641 144.91 140.92 131.77 127.26 1.296 0.051 2.7 0.09 0.10 Gravity
E3-21089 E3-21090 6 69.3 6.1472 131.77 127.26 126.69 123.00 0.899 0.051 2.5 0.10 0.11 Gravity
E3-21090 E3-21092 6 124.1 9.9380 126.69 123.00 118.60 110.67 1.144 0.082 0.6 0.11 2.06 Surcharged
E3-21091 E3-21090 6 125.0 4.4080 136.06 128.51 126.69 123.00 0.762 0.028 1.3 0.09 0.11 Gravity
E3-21092 E3-29014 6 13.2 9.9697 118.60 110.67 117.69 109.35 1.144 0.082 0.5 2.06 3.36 Surcharged
E3-21093 E3-22013 6 124.7 5.5894 146.03 139.77 133.60 132.80 0.858 0.031 0.8 0.09 0.17 Gravity
E3-21094 E3-21095 6 300.0 1.3533 111.71 106.50 107.64 102.44 0.422 0.097 2.5 0.18 0.18 Gravity
E3-21095 E4-21066 6 148.5 6.5926 107.64 102.44 100.00 92.65 0.932 0.164 1.2 0.16 0.67 Surcharged
E3-21096 E3-21097 6 128.9 8.8386 232.91 227.23 217.03 215.83 1.078 0.363 6.8 0.21 0.22 Gravit
E3-21097 E3-21098 6 302.1 10.5369 217.03 215.83 187.30 184.00 1.178 0.424 6.4 0.22 0.26 Gravity
E3-21098 E3-21099 6 224.5 6.5479 187.30 184.00 172.18 169.30 0.928 0.451 3.2 0.26 2.10 Surcharged
E3-21099 E3-21100 6 84.3 -0.2966 172.18 169.30 172.05 169.55 -0.198 0.464 3.9 2.07 0.45 Surchar ed
E3-21100 E3-21103 8 85.6 4.4626 172.05 169.55 169.15 165.73 1.651 0.479 6.1 0.25 0.25 Gravity
E3-21101 E3-21100 8 49.3 0.3245 172.93 169.71 172.05 169.55 0.445 0.013 0.2 0.12 0.26 Gravity
E3-21102 E3-21103 6 93.1 0.0000 169.15 165.73 169.15 165.73 0 0.009 0.2 0.22 0.22 Gravity
E3-21103 E3-21104 8 127.0 8.5197 169.15 165.73 158.89 154.91 2.28 0.4881 7.0 0.22 0.23 Gravity
E3-21104 E3-21105 8 128.9 7.4476 158.89 154.91 149.41 145.31 2.132 0.494 6.7 0.23 0.24 Gravity
E3-21105 E3-21106 8 171.1 66.1309 149.41 145.31 140.82 134.82 1.934 0.497 6.7 0.24 0.24 Gravity
E3-21106 E3-21107 8 128.7 .0917 140.82 134.82 134.55 126.98 1.928 0.509 5.6 0.24 0.28 Gravity
E3-21107 E3-21108 8 171.31 3.47931 134.55 126.98 127.00 121.02 1.457 0.5141 5.61 0.28 0.28 Gravit
E3-21108 E3-21109 8 128.0 10.3750 127.00 121.02 114.79 107.74 2.516 0.528 6.2 0.22 0.27 Gravit
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 26
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full eak Peak Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient I%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E3-21109 E3-21110 8 172.0 4.5349 114.79 107.74 105.08 99.94 1.664 0.530 5.7 0.27 0.29 Gravity
E3-21110 E3-21111 8 128.0 3.6641 105.08 99.94 99.17 95.25 1.495 0.544 5.8 0.29 0.29 Gravity
E3-21111 E3-21112 8 172.0 3.5698 99.17 95.25 92.51 89.11 1.476 0.547 5.8 0.29 0.29 Gravity
E3-21112 E3-21113 8 127.0 6.8031 92.51 89.11 86.47 80.47 2.038 0.560 4.6 0.25 0.36 Gravity
E3-21113 D3-21017 10 408.1 1.2399 86.47 80.47 81.41 75,41 1.577 0.563 3.7 0.36 0.38 Gravity
E3-21114 E3-21115 6 128.0 4.5156 113.64 108.46 106.08 102.68 0.771 0.015 1.1 0.08 0.08 Gravity
E3-21115 E3-21116 8 172.0 4.5291 106.08 102.68 100.43 94.89 1.663 0.018 1.0 0.08 0.09 Gravity
E3-21116 E3-21117 8 127.9 3.7295 100.43 94.89 96.12 90.12 1.508 0.028 1.3 0.09 0.11 Gravity
E3-21117 E3-21027 8 209.8 1.4681 96.12 90.12 93.04 87.04 0.947 0.032 0.3 0.11 0.36 Gravity
E3-21118 D3-21079 6 125.0 3.5920 94.06 89.68 89.68 85.19 0.688 0.006 0.5 0.07 0.08 Gravity
E3-21119 E3-21055 6 99.1 20.3653 268.33 234.15 232.92 213.97 1.637 0.057 3.6 0.09 0.09 Gravity
E3-21120 E3-21014 6 83.0 19.1928 177.37 172.37 161.59 156.44 1.59 0.007 0.3 0.07 0.11 Gravity
E3-21122 E3-21085 6 126.1 11.6336 169.35 167.73 159.51 153.06 1.237 0.023 1.3 0.08 0.10 Gravity
E3-21123 E3-21080 12 66.9 2.7414 111.05 96.06 100.23 94.23 3.815 0.266 0.5 0.21 0.97 Gravity
E3-21124 E3-21094 6 151.6 16.0290 133.60 132.80 111.71 108.50 1.452 0.034 2.5 0.08 0.08 Gravity
E3-21125 E3-21083 6 149.7 11.7502 116.34 109.11 100.26 91.52 1.243 0.002 0.2 0.07 0.07 Gravity
E3-21126 E3-21079 8 45.0 12.8489 119.87 103.91 104.13 98.13 2.8 0.003 0.0 0.07 0.22 Gravity
E3-21127 E3-21128 18 111.0 0.5315 121.65 110.42 117.41 109.83 4.951 -2.073 -1.8 0.70 1.44 Gravity
E3-21127 E4-21074181 390.0 0.7385 121.65 109.83 120.35 106.95 5.835 2.073 4.1 0.63 0.68 Gravity
E3-21128 E3-21125 6 28.9 11.7301 117.41 112.50 116.34 109.11 1.243 0.000 0.0 0.07 0.07 Gravit
E3-21129 E3-21130 10 148.8 11.1492 180.00 175.00 164.37 158.41 4.73 0.842 7.6 0.25 0.29 Gravity
E3-21130 E3-22018 10 170.9 5.9743 164.37 158.41 154.28 148.20 3.463 0.842 7.6 0.29 0.29 Gravity
E3-21131 E3-21018 8 153.8 4.4213 139.52 132.50 131.70 125.70 1.643 0.006 0.1 0.07 0.28 Gravity
E3-21132 E3-21025 8 110.1 10.3996 128.38 121.38 117.83 109.93 2.519 0.002 0.1 0.07 0.10 Gravity
E3-21132 E3-21114 6 170.8 7.5644 128.38 121.38 113.64 108.46 0.998 0.003 0.2 0.07 0.08 Gravity
E3-21133 E3-21015 6 146.0 0.6233 166.20 157.80 163.80 156.89 0.286 0.006 0.3 0.08 0.12 Gravity
E3-21134 E3-21020 8 146.6 0.7299 141.07 135.07 140.60 134.00 0.667 0.016 0.1 0.11 1.08 Surcharged
E3-22006 E3-21084 6 100.0 2.7600 173.63 170.51 171.99 167.73 0.605 0.010 0.2 0.08 0.18 Gravity
E3-22013 E3-21124 6 23.7 0.0000 133.60 132.80 133.60 132.80 0 0.031 1.3 0.17 0.12 Gravity
E3-22016 E3-21013 8 482.7 1.4585 188.54 183.54 182.50 176.50 0.943 0.007 0.4 0.08 0.09 Gravity
E3-22017 E3-21101 8 196.7 3.1978 185.80 176.00 172.93 169.71 1.397 0.013 0.5 0.08 0.12 Gravity
E3-22018 E3-21017 10 89.2 9.8655 154.28 148.20 145.40 139.40 4.448 0.844 7.2 0.26 0.31 Gravity
E3-22019 E3-21020 8 163.3 2.3637 142.36 136.36 140.60 132.50 1201 0.000 0.0 0.07 2.58 Surcharged
E3-22019 E3-21020 8 164.1 0.9141 142.36 134.00 140.60 132.50 0.747 0.002 0.0 1.08 2.58 Surcharged
E3-22020 E3-21133 6 215.0 2.7907 167.20 163.80 166.20 157.80 0.606 0.002 0.1 0.07 0.08 Gravity
E3-22020 E3-21104 6 194.2 4.5778 167.20 163.80 158.89 154.91 0.776 0.002 0.0 0.07 0.23 Gravity
E3-22021 E3-21105 8 194.7 1.3816 151.50 148.00 149.41 145.31 0.918 0.000 0.0 0.07 0.24 Gravity
E3-22021 E3-21134 8 216.4 4.7274 151.50 145.30 141.07 135.07 1.699 0.008 0.4 0.07 0.11 Gravity
E3-22023 E3-21024 6 218.4 14.9176 157.40 155.30 129.23 122.72 1.401 0.006 0.4 0.07 0.09 Gravity
E3-22024 E3-21106 6 188.5 8.8488 157.50 151.50 140.82 134.82 1.079 0.004 0.1 0.07 0.24 Gravity
E3-22025 E3-21132 8 51.5 24.0194 139.75 133.75 128.38 121.38 3.829 0.002 0.1 0.07 0.07 Gravity
E3-22026 E3-21107 8 154.8 6.6214 143.23 137.23 134.55 126.98 2.01 0.003 0.0 0.07 0.28 Gravity
E3-22028 E3-21114 6 120.0 16.3333 131.56 128.06 113.64 108.46 1.466 0.006 0.5 0.07 0.08 Gravity
E3-22029 E3-21108 6 155.0 7.1419 135.59 132.09 127.00 121.021 0.969 0.008 0.2 0.07 0.22 Gravity
E3-22030 E3-21115 8 157.9 4.8702 116.37 110.37 106.08 102.681 1.724 0.000 0.01 0.071 0.08 Gravity
E3-22030 E3-21109 8 190.0 1.3642 116.37 110.37 114.79 107.74 0.919 0.000 0.0 0.07 0.27 Gravity
E3-22032 E3-21116 6 100.0 12.8200 112.79 107.71 100.43 94.89 1.299 0.006 0.4 0.07 0.09 Gravity
E3-22033 E3-21110 6 160.0 7.4813 115.41 111.91 105.08 99.94 0.992 0.004 0.1 0.07 0.29 Gravity
E3-22035 E3-21111 8 189.8 1.0011 102.54 97.15 99.17 95.25 0.782 0.001 0.0 0.07 0.29 Gravity
E3-22035 I E3-21117 8 158.2 4.4437 102.541 97.151 96.12 90.12 1.647 0.001 0.0 0.07 0.11 Gravity
P:\136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 27
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream N8.
US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled h in DS Hydraulic Condition
Manhole ID Manhole ID DiLength(ft) Gradient(%) (ft) (ft) (ft) (ft) C(mgd�y Flow Velocity fmod) (ft/sl ManDepthole h in Uft) Manthole(fl) at Peak Flow
E3-22036 D3-21079 153.0 3.7778 94.47 90.97 89.68 85.19 0.705 0.009 0.7 0.07 0.08 Gravity
E3-22037 E3-21112 155.0 2.7419 96.86 93.36 92.51 89.11 0.601 0.009 0.1 0.08 0.25 Gravity
E3-22038 D4-21054 89.3 6.0806 85.92 82.42 83.02 76.99 0.895 0.007 0.5 0.07 0.09 Gravity
E3-29001 E3-21051 141.9 8.4954 213.36 210.36 203.40 198.30 2.277 1.317 6.8 0.38 1.00 Surcharged
E3-29002 E3-21075 12 178.3 0.1570 137.88 127.90 131.69 127.62 0.913 1.959 4.8 1.81 0.75 Throttled
E3-29014 E3-21128 8 7.0 44.9857 117.69 109.35 117.41 112.50 -5.24 0.099 1.6 3.36 0.21 Surcharged
E4-21002 E4-21003 6 267.2 0.5576 64.41 61.02 66.21 59.53 0.271 0.044 1.3 0.15 0.16 Gravity
E4-21003 E4-21004 6 167.2 3.5586 66.21 59.53 58.00 53.58 0.684 0.127 2.4 0.16 0.22 Gravity
E4-21004 E4-21005 6 300.0 1.7800 58.00 53.58 52.07 48.24 0.484 0.171 2.5 0.22 0.27 Gravity
E4-21005 E5-21069 6 300.0 1.4467 52.07 48.24 47.62 43.90 0.436 0.223 2.9 0.26 0.29 Gravity
E4-21006 E4-21007 8 196.6 6.5768 73.75 69.07 61.35 56.14 2.004 0.553 2.4 0.25 0.69 Surcharged
E4-21007 E4-21009 8 40.0 0.0000 61.35 56.14 61.35 56.14 0 0.553 3.5 0.68 0.44 Throttled
E4-21009 E4-21012 81 150.0 3.4800 61.35 56.14 56.01 50.92 1.457 0.587 5.8 0.30 0.31 Gravity
E4-21010 E4-21011 6 252.7 1.1634 59.01 56.30 58.00 53.36 0.391 0.022 0.7 0.10 0.14 Gravity
E4-21011 E4-21012 6 266.6 0.9152 58.00 53.36 56.01 50.92 0.347 0.049 0.6 0.14 0.31 Gravity
E4-21012 E4-21015 10 300.0 3.2133 56.01 50.92 50.85 41.28 2.539 0.686 3.7 0.31 0.44 Gravity
E4-21013 E4-21014 6 260.4 1.0753 51.73 47.25 48.60 44.45 0.376 0.024 0.8 0.11 0.14 Gravity
E4-21014 E4-21015 6 308.7 1.0269 48.60 44.45 50.85 41.28 0.368 0.050 0.4 0.14 0.44 Gravity
E4-21015 E4-21017 10 300.0 1.1367 50.85 41.28 49.23 37.87 1.51 0.781 2.6 0.43 0.68 Gravity
E4-21016 E4-21017 6 257.1 0.4201 41.40 38.95 49.23 37.87 0.235 0.055 0.4 0.17 0.68 Surcharged
E4-21017 E4-21018 10 300.0 0.4000 49.23 37.87 45.65 36.67 0.896 0.863 3.7 0.68 0.52 Gravity
E4-21018 D4-21004 8 333.9 0.2725 45.65 36.75 40.65 35.84 0.408 0.192 1.5 0.33 0.37 Gravity
E4-21018 D4-21001 10 300.0 1.1233 45.65 36.67 44.50 33.30 1.501 0.695 4.0 0.41 0.41 Gravity
E4-21019 E4-21020 12 62.6 11.0703 91.93 89.23 89.03 82.30 7.666 0.299 4.4 0.17 0.19 Gravity
E4-21020 E4-21021 12 87.6 5.1826 89.03 82.30 85.45 77.76 5.243 0.305 1.6 0.19 0.40 Gravity
E4-21021 E4-21022 12 75.4 0.1061 85.45 77.76 82.54 77.68 0.75 0.305 2.5 0.40 0.29 Gravity
E4-21022 E4-21023 12 87.0 1.2529 82.54 76.97 81.98 75.88 2.578 1.463 5.0 0.56 0.56 Gravity
E4-21023 E4-21024 12 41.1 1.4112 81.98 75.88 86.42 75.30 2.737 1.469 5.3 0.53 0.53 Gravity
E4-21024 E4-21025 12 51.1 2.3288 86.42 75.30 80.13 74.11 3.513 1.468 6.6 0.46 0.45 Gravity
E4-21025 E4-21026 12 69.2 2.5578 80.13 74.11 78.84 72.34 3.683 1.476 5.5 0.45 0.53 Gravity
E4-21026 E4-21027 12 82.1 1.5104 78.84 72.34 92.25 71.10 2.83 1.475 5.7 0.52 0.51 Gravity
E4-21027 E4-21028 12 160.1 1.6615 92.25 71.10 74.96 68.44 2.969 1.482 5.8 0.51 0.50 Gravity
E4-21028 E4-21029 12 108.6 1.7864 74.96 68.44 71.80 66.50 3.079 1.485 5.0 0.50 0.57 Gravity
E4-21029 E4-21067 12 21.8 1.2661 71.80 66.50 93.78 66.22 2.592 1.497 5.0 0.56 0.57 Gravity
E4-21030 E4-21031 12 249.7 1.6740 71.52 66.13 67.25 61.95 2.96 1.503 4.6 0.51 0.62 Gravity
E4-21031 E4-21032 12 127.6 0.9326 67.25 61.95 65.76 60.76 2.224 1.510 4.3 0.61 0.65 Gravity
E4-21032 E4-21033 12 118.1 0.83831 65.76 60.76 64.08 59.77 2.109 1.508 3.5 0.64 0.79 Gravity
E4-21033 E4-21034 12 69.5 0.4604 64.08 59.77 64.39 59.45 1.562 1.506 3.8 0.78 0.72 Gravity
E4-21034 E4-21035 12 66.7 0.5697 64.39 59.45 63.20 59.07 1.739 1.514 4.3 0.71 0.66 Gravity
E4-21035 E4-21036 12 92.8 1.0345 63.20 59.07 62.27 58.11 2.342 1.522 3.8 0.61 0.73 Gravity
E4-21036 E4-21037 12 82.6 0.5690 62.27 58.11 62.06 57.64 1.738 1.526 4.3 0.72 0.67 Gravity
E4-21037 E4-21038 12 109.5 0.7763 62.06 57.64 60.87 56.79 2.029 1.529 4.0 0.65 0.71 Gravity
E4-21038 E4-21039 12 151.6 0.6662 60.87 56.79 64.89 55.78 1.88 1.535 3.9 0.70 0.73 Gravity
E4-21039 E4-21040 12 79.8 0.6516 64.89 55.78 64.51 55.26 1.86 1.537 3.7 0.71 0.77 Gravity
E4-21040 E4-21042 12 132.0 0.6591 64.51 55.26 61.37 54.39 1.87 1.712 4.5 0.75 0.70 Gravity
E4-21042 E4-21075 18 49.8 1.42571 61.37 53.21 60.22 52.50g7j.696
2.217 4.3 0.56 0.69 Gravity
E4-21043 E4-21042 8 227.4 2.0053 65.37 58.95 61.37 54.39 0.504 4.6 0.33 0.33 Gravity
E4-21045 ,4-21014 18 325.4 1.2846 53.53 45.78 47.74 41.60 4.368 6.7 0.84 0.83 GravitE4-21047 E3-21094 6 3070 4.4691 127.92 120.22 111.71 106.50 0.033 0.8 0.10 0.18 Gravity
E4-21048 E3-21095 6 307.0 0.7720 114.29 104.81 107.64 102.44 0.319 0.038 1.1 0.14 0.16 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.As Page 28
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Full ea ea Maximum MaximumModeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E4-21049 E4-21048 6 20.0 2.3500 113.30 105.28 114.29 104.81 0.556 0.038 1.4 0.11 0.14 Gravity
E4-21051 E4-21052 6 150.0 0.5533 103.22 97.04 103.77 96.21 0.27 0.013 0.5 0.10 0.12 Gravity
E4-21052 E4-21053 6 20.0 1.3000 103.77 96.21 104.99 95.95 0.414 0.038 1.6 0.12 0.12 Gravity
E4-21053 E4-22020 6 194.2 1.3182 104.99 95.95 97.17 93.39 0.416 0.038 0.6 0.12 0.24 Gravity
E4-21054 E4-21055 61 143.4 2.2566 104.81 92.651 91.40 89.41 0.545 0.256 3.91 0.25 0.32 Gravity
E4-21055 E4-21061 61 156.6 2.2567 91.40 89.41 91.58 85.88 0.545 0.256 1.91 0.31 2.92 Surcharged
E4-21056 E4-21065 6 100.2 2.0559 80.85 77.56 77.63 75.50 0.52 0.360 4.21 0.32 0.32 Gravity
E4-21057 E4-21056 6 111.0 3.6216 91.99 81.58 80.85 77.56 0.69 0.357 4.0 0.27 0.33 Gravity
E4-21058 E4-21057 6 50.0 1.7600 93.07 82.46 91.99 81.58 0.481 0.348 4.0 0.32 0.32 Gravity
E4-21059 E4-21058 6 20.0 1.6500 94.19 82.79 93.07 82.46 0.466 0.342 3.8 0.33 0.33 Gravity
E4-21060 E4-22031 6 223.0 0.6457 88.28 84.23 91.37 82.79 0.291 0.312 2.2 2.28 1.96 Throttled
E4-21061 E4-21060 6 353.5 0.4668 91.58 85.88 88.28 84.23 0.248 0.281 2.1 2.91 2.29 Throttled
E4-21062 E4-22027 6 239.1 3.1221 84.26 78.64 81.33 71.18 0.641 0.074 2.5 0.13 0.14 Gravity
E4-21063 E4-21064 6 44.0 1.1591 69.85 62.93 66.92 62.42 0.391 0.475 4.1 0.73 0.44 Throttled
E4-21064 E4-21043 81 115.2 3.0122 66.92 62.42 65.37 58.95 1.356 0.491 4.5 0.29 0.33 Gravity
E4-21065 E4-21063U12
162.0 7.7593 77.63 75.50 69.85 62.93 1.011 0.366 2.8 0.22 0.78 Surcharged
E4-21066 E4-21054 151.5 0.0000 100.00 92.65 104.81 92.65 0 0.169 2.6 0.66 0.26 Throttled
E4-21067 E4-21030 7.4 1.2703 93.78 66.22 71.52 66.13 2.592 1.497 5.1 0.56 0.56 GravityE4-21068 E4-21075 102.8 1.8482 62.69 54.40 60.22 52.50 9.234 2.079 4.4 0.51 0.69 GravityE4-21069 E4-21071 330.2 -5.5300 74.77 68.24 92.00 86.50 -15.968 -2.079 -8.6 0.41 0.40 GravityE4-21069 E4-21068 274.1 5.0493 74.77 68.24 62.69 54.40 15.259 2.079 6.0 0.41 0.51 GravitE4-21072 E4-21071 397.1 3.3996 105.93 100.00 92.00 86.50 12.519 2.072 7.5 0.44 0.44 GravitE4-21073 E4-21072 319.7 2.0050 116.37 106.41 105.93 100.00 9.615 2.072 6.21 0.50 0.50 Gravity
E4-21074 E4-21073 18 100.6 0.5368 120.35 106.95 116.37 106.41 4.976 2.073 4.1 0.68 0.68 Gravity
E4-21075 E4-21045 18 279.2 2.4069 60.22 52.50 53.53 45.78 10.535 4.309 6.5 0.69 0.85 Gravity
E4-22013 E4-21045 6 105.5 1.7156 54.10 51.01 53.53 49.20 0.475 0.014 1.0 0.09 0.09 Gravit
E4-22020 E4-22021 6 19.5 0.0000 97.17 93.39 96.99 93.39 0 0.050 1.0 0.24 0.21 Gravity
E4-22021 E4-21054 6 243.3 0.2959 96.99 93.39 104.81 92.67 0.197 0.067 1.2 0.21 0.23 Gravity
E4-22023 E4-21059 6 59.3 0.0000 94.83 82.79 94.19 82.79 0 0.007 0.1 0.34 0.34 Gravity
E4-22024 E4-21061 6 75.0 7.7467 94.74 91.69 91.58 85.88 1.01 0.017 0.1 0.08 2.92 Surcharged
E4-22025 E4-22026 6 15.7 0.0000 91.97 87.59 91.97 87.59 0 0.039 1.6 0.17 0.13 Gravity
E4-22026 E4-21062 6 178.2 5.0224 91.97 87.59 84.26 78.64 0.813 0.052 1.9 0.11 0.13 Gravity
E4-22027 E4-22028 6 20.7 3.1256 81.33 71.18 80.65 70.53 0.641 0.092 2.9 0.141 0.15 Gravity
E4-22028 E4-21063 6 243.4 3.1216 80.65 70.53 69.85 62.93 0.641 0.103 0.8 0.15 0.78 Surcharged
E4-22029 E4-21043 8 231.3 2.7756 75.12 65.37 65.37 58.95 1.302 0.006 0.1 0.07 0.33 Gravity
E4-22031 E4-21059 6 180.5 0.1828 91.37 82.79 94.19 82.46 0.155 0.335 2.5 1.94 0.67 Throttled
E5-21003 E5-21004 6 260.9 0.7742 53.63 48.15 49.61 46.13 0.319 0.039 1.7 0.14 0.14 Gravity
E5-21004 E5-21005 6 120.0 4.3667 49.61 46.13 44.58 40.89 0.758 0.052 2.2 0.11 0.12 Gravity
E5-21005 E5-21006 6 120.0 2.7500 44.58 40.89 41.20 37.59 0.602 0.065 0.5 0.12 1.68 Surcharged
E5-21006 E5-21007 6 34.5 1.4203 41.20 37.59 41.28 37.10 0.432 0.774 6.4 1.60 0.46 Throttled
E5-21007 E5-21008 10 94.4 1.1335 41.28 37.07 39.20 36.00 1.508 0.907 4.4 0.48 0.48 Gravity
E5-21008 E5-21009 10 238.9 1.7539 39.20 34.38 34.78 30.19 1.876 0.926 5.0 0.42 0.43 Gravity
E5-21009 E5-21031 12 230.0 1.2696 34.78 30.19 31.65 27.27 2.595 0.937 4.2 0.43 1.54 Surcharged
E5-21010 E5-21009 6 250.0 3.2600 41.85 38.40 34.78 30.25 0.655 0.025 0.5 0.09 0.37 Gravity
E5-21011 E5-21031 8 154.0 0.6494 32.27 28.27 31.65 27.27 0.63 0.033 0.2 0.54 1.54 Surcharged
E5-21012 E5-21013 6 185.0 -7.3297 41.17 37.07 53.27 50.63 -0.982 -0.005 -0.4 0.48 0.07 Gravity
E5-21012 E5-210076 159.7 0.0000 41.17 37.07 41.28 37.07 0 0.010 0.1 0.48 0.48 Gravity
E5-21013 E5-21014 6 205.0 0.5463 53.27 50.63 53.69 49.51 0.268 0.001 0.1 0.07 0.08 Gravity
E5-21014 E5-21015 68.4 0.5573 53.69 49.51 52.84 48.46 0 271F 00061 0.4 0.081 0.09 Gravity
E5-21015 E5-21016 6 190.0 0.3579 52.84 48.46 52.13 47.78 0.2171 0.0081 0.41 n nQI 0.12 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 29
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth l DS at Peak Flow
(mg
Manhole(ft) Manhole(ft)
E5-21016 E5-21026 6 383.5 2.6988 52.13 47.78 40.69 37.43 0.596 0.048 1.6 0.12 0.14 Gravity
E5-21017 E5-21007 10 790.2 0.7466 52.51 43.06 41.28 37.16 1.224 0.131 1.1 0.19 0.39 Gravity
E5-21018 E5-21017 10 275.0 1.0909 51.67 46.06 52.51 43.06 1.479 0.128 2.1 0.18 0.19 Gravity
E5-21021 E5-21022 8 266.4 2.2973 43.05 38.20 36.09 32.08 1.184 0.000 0.0 0.07 0.07 Gravity
E5-21022 E5-21023 81 35.0 0.5143 36.09 32.09 35.91 31.911 0.56 0.000 0.0 0.07 0.07 Gravity
E5-21023 E5-21024 81 160.3 0.8796 35.91 31.91 34.93 30.501 0.733 0.000 0.0 0.07 0.07 Gravit
E5-21024 E5-21025 8 172.7 0.3764 34.93 30.30 36.13 29.65 0.479 0.035 0.4 0.14 0.26 Gravity
E5-21025 E5-21029 8 285.3 0.2173 36.13 29.65 36.66 29.03 0.364 0.108 1.9 0.26 0.20 Gravity
E5-21026 E5-21025 6 356.0 1.9607 40.69 37.43 36.13 30.45 0.508 0.069 2.3 0.14 0.14 Gravity
E5-21027 E5-21026 6 264.1 1.0451 44.09 40.33 40.69 37.57 0.371 0.016 0.9 0.10 0.10 Gravity
E5-21028 E5-21027 6 283.8 0.4475 45.19 41.60 44.09 40.33 0.243 0.003 0.2 0.07 0.10 Gravity
E5-21028 E5-21009 6 358.6 3.0006 45.19 41.60 34.78 30.84 0.628 0.007 0.6 0.07 0.07 Gravity
E5-21029 E5-21030 8 270.8 0.6647 36.66 29.03 35.51 27.23 0.637 0.108 1.9 0.20 1.36 Surcharged
E5-21030 E5-21032 8 385.8 0.6143 35.51 27.23 34.86 24.86 0.612 0.118 1.3 1.36 3.65 Surcharged
E5-21031 E5-21033 12 193.0 1.2642 31.65 27.27 34.69 24.83 2.59 0.903 3.6 1.53 3.68 Surcharged
E5-21032 E5-21033 10 21.7 0.9677 34.86 24.86 34.69 24.65 1.392 0.123 0.5 3.65 3.86 Surcharged
E5-21033 E5-21034 10 290.0 0.3069 34.69 24.65 33.58 23.76 0.785 0.967 2.5 3.85 3.46 Throttled
E5-21034 E5-21035 10 268.7 0.3312 33.58 23.76 33.01 22.87 0.815 0.973 2.6 3.44 3.12 Throttled
E5-21035 E5-21035A 15 83.0 0.5060 33.01 22.55 31.66 22.13 2.971 5.448 6.5 3.35 2.34 Throttled
E5-21035A E6-21050 18 213.0 0.5211 31.66 22.13 30.40 21.02 4.902 5.448 4.9 2.24 1.97 Throttled
E5-21036 E5-21035 15 44.1 1.31521 33.78 23.24 33.01 22.66 4.787 4.497 5.3 3.29 3.34 Surcharged
E5-21038 E5-21039 8 210.0 3.6048 24.29 21.11 20.32 13.54 1.483 0.010 0.3 0.08 0.15 Gravity
E5-21039 E5-21041 8 320.5 0.4243 20.32 13.54 18.06 12.18 0.509 0.046 1.4 0.15 0.13 Gravity
E5-21040 E5-21039 6 243.1 1.0366 24.91 16.06 20.32 13.54 0.369 0.020 0.6 0.10 0.15 Gravity
E5-21041 E5-21046 8 244.9 0.8983 18.06 12.03 12.82 9.83 0.74 0.142 2.0 0.21 0.23 Gravity
E5-21042 E5-21041 8 239.1 1.7900 21.29 16.31 18.06 12.03 1.045 0.041 0.7 0.11 0.21 Gravity
E5-21043 E5-21041 6 181.0 1.1160 21.30 14.20 18.06 12.18 0.383 0.046 1.7 0.14 0.14 Gravity
E5-21044 E5-21045 6 447.1 0.3668 27.49 22.29 23.57 20.65 0.22 0.008 0.3 0.09 0.13 Gravity
E5-21044 E5-21043 6 128.3 6.3055 27.49 22.29 21.30 14.20 0.911 0.034 1.2 0.09 0.14 Gravity
E5-21045 D5-21004 6 265.1 0.3998 23.57 20.65 23.25 19.59 0.229 0.027 1.2 0.13 0.12 Gravity
E5-21046 E5-21047 8 276.2 0.7133 12.82 9.83 11.43 7.86 0.66 0.156 1.4 0.23 0.34 Gravity
E5-21047 E5-21048 8 255.4 0.1919 11.43 7.86 11.03 7.37 0.342 0.170 2.3 0.34 0.24 Gravity
E5-21048 E5-21049 8 150.4 0.6250 11.03 7.29 11.64 6.35 0.618 0.229 1.5 0.29 0.44 Gravity
E5-21049 E5-21050 8 188.0 0.2340 11.64 6.35 10.72 5.91 0.378 0.285 2.7 0.44 0.48 Gravity
E5-21050 D5-21005 10 46.6 0.7725 10.72 5.91 10.36 5.55 1.245 0.315 1.8 0.48 0.81 Gravity
E5-21051 E5-21050 10 25.9 3.1274 10.72 6.72 10.72 5.91 2.505 0.030 0.3 0.11 0.48 Gravity
E5-21052 E5-21051 6 96.6 0.9317 12.05 7.62 10.72 6.72 0.35 0.024 1.2 0.11 0.11 Gravity
E5-21053 E5-21049 6 171.6 6.62001 25.57 18.57 11.64 7.21 0.933 0.048 2.6 0.10 0.10 Gravity
E5-21054 E5-21053 6 335.4 3.0501 31.47 28.91 25.57 18.68 0.634 0.011 0.9 0.08 0.08 Gravity
E5-21055 E5-21053 6 395.3 3.3747 38.05 31.91 25.57 18.57 0.666 0.026 1.4 0.09 0.10 Gravity
E5-21056 E5-21057 6 319.9 1.5286 49.39 45.57 46.28 40.68 0.449 0.017 0.4 0.10 4.87 Surchar ed
E5-21057 E5-21058 6 319.9 0.4939 46.28 40.68 50.54 39.10 0.255 -0.168 -1.0 4.87 7.061 Surcharged
E5-21058 E5-21059 6 13.9 0.0000 50.54 39.60 50.80 39.60 0 -1.150 -6.4 6.57 8.04 Throttled
E5-21058 E5-21060 6 319.9 0.1876 50.54 39.10 44.39 38.50 0.157 0.510 4.1 7.04 1.12 Throttled
E5-21059 E5-21061 8 304.5 0.4039 50.80 38.73 44.60 37.50 0.497 1.099 5.0 8.98 4.75 Throttled
E5-21060 E5-21063 6 301.8 1.9980 44.39 38.50 36.69 32.47 0.513 0.521 4.4 1.08 0.45 Throttled
E5-21061 E5-21062 8 302.1 4.3793 44.60 37.50 37.30 24.27 1.635 1.088 3.7 4.71 12.33 Surcharged
E5-21062 E5-21066 8 175.1 0.3883 37.30 24.27 35.80 23.59 0.487 1.078 4.0 12.31 9.86 Throttled
E5-21063 E5-21064 6 125.21 4.50481 36.69 32.47 36.361 26.831 0.771 0.5211 3.9 0.32 0.73 Surcharged
E5� I E5-21067 8 262.51 0.42671 36,361 26.831 31.221 25,711 0.511 0.5361 3.4 0.721 0.44 Throttled
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 30
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E5-21065 E5-21064 8 195.0 3.6103 36.42 33.87 36.36 26.83 1.484 0.008 0.2 0.08 0.73 Surcharged
E5-21066 E5-21068 8 224.7 0.3961 35.80 23.59 30.20 22.70 0.492 1.079 4.9 9.83 6.70 Throttled
E5-21067 D5-21040 10 377.0 2.2679 31.22 25.71 23.66 17.16 2.133 0.580 3.1 0.31 0.46 Gravity
E5-21068 D5-21039 8 215.4 2.1959 30.20 22.70 25.60 17.97 1.158 1.081 5.3 6.67 7.48 Surcharged
E5-21069 E5-21070 61 300.0 1.5067 47.62 43.90 43.33 39.38 0.4451 0.268 2.5 0.29 0.54 Surcharged
E5-21070 E5-21071 61 300.0 1.0900 43.33 39.38 39.94 36.11 0.3791 0.327 2.6 0.52 1.16 Surcharged
E5-21071 E5-21072 6 300.0 1.1000 39.94 36.11 36.94 32.81 0.38 0.406 3.7 1.13 0.41 Throttled
E5-21072 135-21060 8 125.0 6.5280 36.94 32.81 36.01 24.65 1.996 0.488 2.1 0.24 0.78 Surcharged
E5-21073 E5-21048 8 148.6 0.5518 12.13 8.11 11.03 7.29 0.58 0.057 0.6 0.15 0.29 Gravity
E5-21074 E6-21076 6 310.0 4.3129 33.35 28.86 23.48 15.49 0.753 0.029 1.8 0.09 0.09 Gravity
E5-21075 E5-21059 6 252.8 1.4517 46.90 42.40 50.80 38.73 0.437 0.446 2.9 FULL 9.00 Throttled
E5-21076 E5-21075 6 391.2 0.8691 59.40 45.80 46.90 42.40 0.338 0.639 4.0 FULL FULL Throttled
E5-22002 E5-21056 6 230.0 0.8739 48.85 47.58 49.39 45.57 0.339 0.010 0.6 0.09 0.10 Gravit
E5-22003 E5-21057 6 252.7 0.3364 44.84 41.53 46.28 40.68 0.21 -0.189 -1.2 FULL 4.86 Surcharged
E5-22005 E5-21058 6 163.1 0.7664 43.36 40.35 50.54 39.10 0.318 -0.477 -2.7 FULL 7.05 Throttled
E5-22007 E5-21071 6 225.0 -0.0489 38.91 36.00 39.94 36.11 -0.08 0.029 0.3 1.28 1.16 Surcharged
E5-22008 E5-21060 6 235.0 0.1447 40.32 38.84 44.39 38.50 0.138 -0.010 0.2 0.78 1.12 Surcharged
E5-22009 E5-21072 6 318.7 0.3263 37.39 33.85 36.94 32.81 0.207 0.024 0.4 0.13 0.24 Gravity
E5-22010 E5-21065 6 55.0 1.0545 36.20 34.45 36.42 33.87 0.373 0.003 0.2 0.07 0.08 Gravity
E5-22011 E5-21003 6 50.0 6.2600 53.56 51.28 53.63 48.15 0.908 0.005 0.2 0.07 0.14 Gravity
E5-22012 E5-21010 6 300.0 0.6967 43.19 40.49 41.85 38.40 0.303 0.013 0.8 0.10 0.09 Gravity
E5-22013 E5-22013A 8 105.0 0.6667 34.90 29.50 33.65 28.80 0.638 0.014 0.7 0.09 0.10 Gravity
E5-22013A E5-21011 8 81.0 0.6543 33.65 28.80 32.27 28.27 0.632 0.017 0.7 0.10 0.54 Gravity
E5-22014 E5-21055 6 432.6 1.1442 37.97 36.86 38.05 31.91 0.388 0.008 0.5 0.08 0.09 Gravity
E5-22015 E5-21040 6 183.7 5.9118 33.72 27.12 24.91 16.26 0.882 0.007 0.6 0.07 0.07 Gravity
E5-22016 E5-21040 6 159.5 8.0564 31.13 28.91 24.91 16.06 1.03 0.005 0.3 0.07 0.10 Gravity
E5-22019 E5-21021 8 304.3 1.2751 49.72 42.08 43.05 38.20 0.882 0.000 0.0 0.07 0.07 Gravity
E5-22039 E5-21070 8 146.7 0.6885 44.69 40.39 43.33 39.38 0.648 0.029 0.2 0.11 0.54 Gravity
E6-21001 E6-21002 6 376.5 0.3772 34.56 30.65 32.64 29.23 0.223 0.054 0.7 0.18 0.28 Gravity
E6-21002 E6-21003 6 337.6 0.2695 32.64 29.23 30.98 28.32 0.188 0.105 2.1 0.28 0.21 Gravity
E6-21003 E7-21057 6 223.0 1.3049 30.98 28.32 30.96 25.41 0.414 0.105 2.5 0.18 0.18 Gravity
E6-21006 E6-21294 8 259.0 1.4479 29.35 23.06 28.00 19.31 0.94 -0.001 0.01 0.07 0.14 Gravity
E6-21007 E6-21008 6 276.0 0.9457 30.93 25.49 28.56 22.88 0.353 0.017 0.6 0.10 0.15 Gravity
E6-21008 E6-21009 6 60.9 2.1232 28.56 22.88 28.69 21.59 0.529 0.080 2.4 0.15 0.15 Gravity
E6-21009 E6-21010 6 163.3 2.1231 28.69 21.59 27.34 18.12 0.529 0.090 0.7 0.15 0.55 Surcharged
E6-21010 E6-21925 18 130.0 0.3077 27.341 18.12 27.73 17.72 3.767 1.072 3.2 0.55 0.50 Gravity
E6-21013 E6-21294 8 273.0 1.0293 27.17 22.12 28.00 19.31 0.793 0.079 2.2 0.16 0.16 Gravit
E6-21017 E6-21030 18 289.6 0.4489 25.48 16.53 23.78 15.23 4.549 1.164 1.7 0.53 0.87 Gravity
E6-21018 E6-21019 6 218.0 1.3028 34.71 29.61 31.97 26.77 0.414 0.048 1.5 0.13 0.15 Gravity
E6-21019 E6-21021 6 230.1 1.1604 31.97 26.77 29.02 24.10 0.391 0.063 0.7 0.15 0.37 Gravity
E6-21020 E6-21021 6 454.4 0.8737 33.28 28.07 29.02 24.10 0.339 0.356 3.4 1.12 0.38 Throttled
E6-21021 E6-21022 6 107.8 2.1521 29.02 24.10 27.081 21.78 0.532 0.427 4.7 0.35 0.39 Gravit
E6-21022 E6-21026 8 224.8 1.3746 27.08 21.78 26.90 18.69 0.916 0.429 1.7 0.38 2.64 Surcharged
E6-21023 E6-21024 8 305.0 1.1607 34.53 26.09 30.20 22.55 0.842 0.585 3.9 0.42 0.42 Gravity
E6-21024 E6-21025 10 299.0 Ow60201 30.201 22.15 28.91 20.35 1.099 0.664 2.7 0.75 1.87 Surchar ed
E6-21025 E6-21026 10 331.6 0.5006 28.91 20.35 26.90 18.69 1.002 0.715 1.9 1.86 2.64 Surcharged
E6-21026 E6-21027 i 10 260.9 0.3756 26.90 18.69 25.51 17.71 0.868 1.155 3.4 2.62 1.83 Throttled
E6-21027 E6-21028 10 218.1 0.6006 25.51 17.71 24.6516.40 1.098 1.176 3.2 1.80 1.57 Throttled
E6-21028 E6-21030 10 246.0 0.4756 24.65 16.40 23.78 15.23 0.977 1.207 3.3 1.53 0.87 Throttled
E6-21030 E6-21041 18 363.0 0.3085 23.78 15.23 21.39 14.11 3.772 2.381 3.fi 0.86 0.84-Gravity
P:\136000\136414-Burlingame VVVV Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 31
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea Peak Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (m9d) Flow velocity Manhole(ft) Manhole(ft) at Peak Flow
tmodl MW
E6-21032 E6-21033 8 255.0 0.6118 35.73 30.53 34.00 28.97 0.611 0.023 0.4 0.11 0.20 Gravity
E6-21033 E6-21034 6 328.3 0.5178 34.00 28.97 32.16 27.27 0.261 0.080 1.9 0.20 0.19 Gravity
E6-21034 E6-21035 8 228.5 1.7155 32.16 27.27 27.67 23.35 1.023 0.115 2.2 0.17 0.19 Gravity
E6-21035 E6-21036 8 227.1 1.4839 27.67 23.35 25.31 19.98 0.952 0.149 1.9 0.19 0.26 Gravity
E6-21036 E6-21038 8 250.0 0.6520 25.31 19.98 23.60 18.35 0.631 0.188 2.3 0.26 0.26 Gravity
E6-21037 E6-21046 21 45.8 1.4410 18.99 11.49 19.41 10.83 12.295 3.911 2.8 1.45 2.03 Surcharged
E6-21037 E6-21083 21 140.0 0.3857 18.99 11.49 18.56 10.95 6.361 4.174 2.9 1.45 1.76 Surcharged
E6-21038 E6-21039 8 243.6 0.7471 23.60 16.18 22.38 14.36 0.675 0.228 1.0 0.28 0.87 Surcharged
E6-21039 E6-21040 10 281.9 0.0674 22.38 14.36 21.62 14.17 0.368 0.300 0.8 0.87 0.93 Surcharged
E6-21040 E6-21041 10 253.3 0.0237 21.62 14.17 21.39 14.11 0.218 0.346 1.0 0.93 0.84 Throttled
E6-21041 E6-21043 18 307.0 0.4625 21.39 14.11 18.71 12.69 4.618 2.723 4.5 0.84 0.79 Gravity
E6-21043 E6-21037 14 43.0 0.6744 18.71 12.69 18.99 12.40 2.853 1.365 4.0 0.58 0.58 Gravity
E6-21043 E6-21037 14 43.0 0.6744 18.71 12.69 18.99 12.40 2.853 1.365 4.01 0.58 0.58 Gravity
E6-21046 E6-21084 21 234.3 0.1921 19.41 10.83 18.43 10.38 4.489 3.911 2.4 2.01 2.12 Surcharged
E6-21050 E6-21052 18 379.0 0.5435 30.40 21.02 32.22 18.96 5.006 5.456 5.1 1.90 1.49 Throttled
E6-21052 E6-21055 18 327.0 0.5872 32.22 18.96 23.29 17.04 5.203 5.469 5.9 1.45 1.13 Gravity
E6-21053 E6-21055 8 182.0 0.5000 24.01 17.97 23.29 17.06 0.552 0.009 0.1 0.17 1.08 Surcharged
E6-21055 E6-21056 21 348.0 0.5977 23.29 17.04 20.04 14.96 7.919 5.487 5.4 1.09 1.10 Gravity
E6-21056 E6-21057 21 225.0 0.6044 20.04 14.96 19.21 13.60 7.963 5.498 5.4 1.09 1.12 Gravity
E6-21057 E6-21061 21 135.0 0.6296 19.21 13.60 18.75 12.75 8.127 5.509 5.4 1.10 1.27 Gravity
E6-21058 E6-21064 8 192.8 0.4046 18.53 13.27 18.34 12.49 0.497 0.026 0.1 0.38 1.16 Surcharged
E6-21059 E6-21058 8 149.3 0.0536 17.51 13.35 18.53 13.27 0.181 0.021 0.6 0.31 0.38 Gravit
E6-21060 E6-21059 8 250.9 0.2631 15.88 14.01 17.51 13.35 0.401 0.007 0.1 0.09 0.31 Gravity
E6-21061 E6-21065 14 50.0 0.6000 18.75 12.60 18.74 12.30 2.691 2.758 3.8 1.37 1.36 Throttled
E6-21061 E6-21065 14 50.0 0.6000 18.75 12.60 18.74 12.30 2.691 2.758 3.8 1.37 1.36 Throttled
E6-21064 E6-21065 8 17.9 -0.9497 18.34 12.49 18.74 12.66 -0.762 0.026 0.4 1.16 0.99 Surchar ed
E6-21065 E6-21066 21 137.0 0.3796 18.74 12.30 18.67 11.78 6.31 5.543 4.7 1.34 1.41 Gravity
E6-21066 E6-21037 21 77.0 0.3766 18.67 11.78 18.99 11.49 6.286 5.552 5.2 1.40 1.46 Gravity
E6-21068 E6-21037 6 12.8 0.4688 18.84 12.73 18.99 12.67 0.248 -0.065 -0.9 0.19 0.28 Gravity
E6-21068 E6-21069 6 168.5 1.4896 18.84 12.73 16.32 10.22 0.443 0.065 1.4 0.141 0.20 Gravity
E6-21069 D6-21068 6 380.4 0.4311 16.32 10.22 13.49 8.58 0.238 0.070 0.8 0.20 0.31 Gravity
E6-21070 E6-21071 6 255.0 0.2275 21.13 14.98 23.40 14.40 0.173 0.032 0.8 0.16 0.17 Gravity
E6-21071 E6-21074 6 260.9 1.9471 23.40 14.40 15.12 9.32 0.506 0.108 1.8 0.17 0.24 Gravity
E6-21072 E6-21074 1 6 245.6 0.5415 14.80 10.65 15.12 9.32 0.267 0.019 0.3 0.11 0.24 Gravity
E6-21073 E6-21072 6 126.0 0.4444 14.12 11.211 14.80 10.65 0.242 0.008 0.4 0.09 0.11 Gravit
E6-21074 D6-21065 6 221.5 0.8217 15.12 9.32 11.74 7.50 0.329 0.137 1.5 0.24 1.10 Surcharged
E6-21075 E6-21076 6 330.0 0.7000 24.23 17.59 23.48 15.28 0.304 0.0321 1.3 0.13 0.13 Gravity
E6-21076 E6-21071 6 27.0 2.8889 23.48 15.18 23.40 14.40 0.617 0.0711 1.9 0.13 0.17 Gravity
E6-21077 E6-21078 6 354.0 0.7599 30.00 26.25 28.34 23.56 0.316 0.021 0.7 0.11 0.14 Gravity
E6-21078 E5-21044 6 214.4 0.5924 28.34 23.56 27.49 22.29 0.279 0.036 1.4 0.14 0.13 Gravity
E6-21079 E6-21080 6 346.7 0.0750 20.09 15.41 20.58 15.15 0.099 0.009 0.2 0.12 0.18 Gravity
E6-21080 E6-21070 6 220.0 0.0773 20.58 15.15 21.13 14.98 0.101 0.023 0.7 0.18 0.16 Gravity
E6-21083 E6-21085 21 156.0 0.3782 18.56 10.95 18.06 10.36 6.299 4.173 2.6 1.75 2.08 Surcharged
E6-21084 E6-21085 21 24.9 0.1606 18.43 10.38 18.06 10.34 4.108 1911 2.4 2.10 2.10 Surcharged
E6-21085 D6-21001 27 225.9 0.1948 18.06 10.34 18.89 9.90 8.835 8.085 3.2 2.09 2.15 Gravity
E6-21086 E6-21097 8 249.1 -0.9635 32.00 28.66 31.94 31.06 -0.767 -0.013 -0.7 0.10 0.09 Gravity
E6-21086 E6-21096 8 55.3 2.7306 32.00 28.66 31.02 27.15 1.291 0.040 1.7 0.10 0.11 Gravity
E6-21088 E6-21010 15 249.0 0.4538 28.98 19.25 27.34 18.12 2.813 0.992 3.0 0.52 0.55 Gravit
E6-21092 F6-21027 8 184.0 2.5272 40.53 38.75 39.09 34.10 1.242 0.034 1.6 0.10 0.10 Gravity
E6-21093 E6-21039 8 293.4 1.5644 24.64 22.20 22.38 17.61 0.9771 0.033 1.5 0.111 0.11 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.As Page 32
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E6-21096 E6-21024 8 163.6 2.8117 31.02 27.15 30.20 22.55 1.31 0.055 2.9 0.11 0.35 Gravity
E6-21097 E6-21034 8 114.8 3.3014 31.94 31.06 32.16 27.27 1.419 0.024 0.5 0.09 0.17 Gravity
E6-21098 E6-21032 8 295.0 2.1932 39.92 37.00 35.73 30.53 1.157 0.015 0.6 0.09 0.11 Gravity
E6-21294 E6-21925 8 74.0 2.1486 28.00 19.31 27.73 17.72 1.145 0.083 0.5 0.14 0.50 Gravity
E6-21923 E6-21023 8 120.9 0.0000 36.00 26.09 34.53 26.09 01 0.561 3.5 1.11 0.44 Throttled
E6-21925 E6-21017 18 217.0 0.5484 27.73 17.72 25.48 16.53 5.028 1.154 3.2 0.50 0.53 Gravity
E6-21926 E6-21013 8 325.0 0.4985 26.92 23.74 27.17 22.12 0.552 0.028 0.7 0.12 0.16 Gravity
E6-22001 E6-21001 6 170.0 0.0647 33.30 31.05 34.56 30.94 0.092 0.005 0.3 0.10 0.08 Gravity
E6-22002 E6-21002 6 160.0 0.6187 33.17 30.22 32.64 29.23 0.285 0.018 0.2 0.11 0.28 Gravity
E6-22003 F7-21020 6 350.0 0.2171 33.30 29.17 34.10 28.41 0.169 0.015 0.1 0.11 0.69 Surcharged
E6-22008 E5-21042 8 443.9 2.3384 27.62 26.75 21.29 16.37 1.195 0.028 1.4 0.10 0.10 Gravity
E6-22015 E6-21077 6 141.0 0.8156 31.05 27.40 30.00 26.25 0.328 0.005 0.3 0.08 0.11 Gravity
E6-22016 E6-22017 6 125.0 1.3840 24.99 20.72 24.91 18.99 0.427 0.007 0.3 0.08 0.11 Gravity
E6-22017 E6-21075 6 307.8 0.4548 24.91 18.99 24.23 17.59 0.245 0.019 0.7 0.11 0.13 Gravity
E6-22018 E6-21076 6 192.6 4.2575 27.35 23.38 23.48 15.18 0.749 0.007 0.3 0.07 0.13 Gravity
E6-22019 E6-21072 6 153.7 0.7807 15.39 11.85 14.80 10.65 0.321 0.004 0.2 0.07 0.11 Gravity
E6-22020 E6-21073 6 124.1 0.8219 14.86 12.23 14.12 11.21 0.329 0.005 0.3 0.08 0.09 Gravity
E7-21001 E7-21002 6 190.0 1.4579 34.47 27.87 30.18 25.10 0.438 0.006 0.1 0.08 0.23 Gravity
E7-21002 E7-21003 6 325.0 0.1785 30.18 25.14 30.76 24.56 0.153 0.041 0.8 0.19 0.22 Gravity
E7-21003 E7-21004 6 343.3 0.2039 30.76 24.56 31.55 23.86 0.164 0.053 1.6 0.22 0.68 Surcharged
E7-21004 E7-21013 6 172.9 0.9717 31.55 23.70 29.94 22.02 0.358 0.277 2.8 0.82 1.41 Surcharged
E7-21005 E7-21006 10 180.0 0.9500 33.61 26.81 33.00 25.10 1.381 1.015 4.2 0.54 0.54 Gravity
E7-21006 E7-21012 6 183.7 0.2123 33.00 25.10 32.26 24.71 0.167 0.172 1.9 0.46 0.42 Gravity
E7-21006 E7-21007 10 231.0 1.1688 33.00 25.10 33.30 22.40 1.531 0.851 2.3 0.46 1.17 Surcharged
E7-21007 E7-21055 10 311.8 0.2213 33.30 22.40 30.68 21.71 0.666 0.867 3.5 1.14 0.55 Throttled
E7-21012 E7-21004 6 141.1 . 0.7158 32.26 24.71 31.55 23.70 0.307 0.230 2.4 0.41 0.84 Surcharged
E7-21013 E7-21016 6 148.4 0.9299 29.94 22.02 28.55 20.64 0.35 0.279 2.5 1.40 1.82 Surcharged
E7-21014 E7-21013 6 402.6 0.7079 29.57 24.87 29.94 22.02 0.305 0.008 0.1 0.08 1.41 Surcharged
E7-21015 E7-21016 6 270.0 0.5704 27.78 22.52 28.55 20.98 0.274 -0.0101 0.3 0.08 1.48 Surcharged
E7-21016 E7-21017 6 164.1 0.7861 28.55 20.64 26.67 19.35 0.322 0.284 2.0 1.81 2.01 Surcharged
E7-21017 E7-21025 6 359.8 0.1890 26.67 19.35 22.82 18.67 0.158 0.284 3.1 2.00 0.34 Throttled
E7-21018 E7-21017 6 231.8 0.9232 26.39 21.49 26.67 19.35 0.349 0.006 0.0 0.08 2.01 Surcharged
E7-21019 E7-21017 6 340.0 0.3000 24.86 20.37 26.67 19.35 0.199 0.013 0.1 0.99 2.01 Surcharged
E7-21020 E7-21021 6 341.8 1.0035 27.32 23.29 23.65 19.86 0.363 o.o05 0.3 0.08 0.14 Gravity
E7-21021 E7-21022 6 360.0 0.4361 23.65 19.86 25.57 18.29 0.24 0.033 1.0 0.14 0.15 Gravity
E7-21022 E7-21023 6 360.0 0.3333 25.57 18.29 22.87 17.09 0.209 0.033 1.0 0.15 0.15 Gravity
E7-21023 E7-21024 6 360.0 0.37501 22.87 17.09 21.16 15.74 0.222 0.038 1.2 0.15 0.15 Gravity
E7-21024 D7-21035 6 375.0 0.7200 21.16 15.74 18.80 13.041 0.308 0.046 1.5 0.15 0.15 Gravity
E7-21025 E7-21028 8 362.1 0.2044 22.82 18.67 26.49 17.93 0.353 0.175 1.7 0.34 0.31 Gravity
E7-21025 E7-21028 10 360.2 0.2054 22.82 18.67 26.49 17.93 0.642 0.211 1.8 0.34 0.31 Gravity
E7-21026 E7-21025 6 287.7 0.3650 25.88 20.04 22.82 18.99 0.219 0.033 1.3 0.15 0.13 Gravity
E7-21027 E7-21028 6 315.0 0.3556 24.32 19.05 26.49 17.93 0.216 0.023 0.3 0.13 0.31 Gravity
E7-21028 E7-21030 6 362.4 0.8195 26.49 17.93 25.17 14.96 0.328 0.216 1.6 0.31 1.05 Surcharged
E7-21028 E7-21030 10 360.0 0.3806 26.49 17.93 25.17 16.56 0.874 0.251 2.4 0.31 0.28 Gravity
E7-21029 E7-21030 6 270.0 0.2000 22.38 17.73 25.17 17.19 0.162 0.024 1.1 0.14 0.11 Gravity
E7-21030 E7-21031 10 375.0 0.7440 25.17 16.56 22.50 13.77 1.222 -0.001 0.0 0.07 0.31 Gravity
E7-21030 E7-21031 8 377.0 0.31561 25.17 14.96 22.50 13.77 0.439 0.517 3.4 1.03 0.43 Throttled
E7-21031 E7-21032 10 374.8 0.8324 22.50 13.69 17.34 10.57 1.292 0.547 1.8 0.39 0.67 Gravity
E7-21032 137-21036 10 260.0 0.5346 17.34 10.91 16.24 9.52 1.036 0.320 2.2 0.33 0.36 Gravit
E7-21032 D7-21040 10 285.1 0.6734 17.34 10.91 16.25 8.99 1.162 0.360 2.5 0.331 0.36 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xis Page 33
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient I%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
E7-21033 E7-21034 6 262.0 0.3053 27.73 22.88 27.29 22.08 0.2 0.021 0.7 0.13 0.15 Gravity
E7-21034 E7-21035 6 305.0 0.5443 27.29 22.08 27.27 20.42 0.268 0.043 1.1 0.15 0.18 Gravity
E7-21035 E7-21025 6 320.7 0.5457 27.27 20.42 22.82 18.67 0.268 0.062 0.7 0.18 0.34 Gravity
E7-21036 E7-21037 6 285.0 0.3088 28.19 24.71 26.93 23.83 0.202 0.024 0.8 0.13 0.14 Gravity
E7-21037 E7-21034 61 360.0 0.61391 26.93 24.29 27.29 22.08 0.284 0.000 0.01 0.07 0.15 Gravity
E7-21037 E7-21038 6 365.0 0.4219 26.93 23.83 26.34 22.29 0.236 0.031 1.1 0.14 0.14 Gravity
E7-21038 E7-21028 6 260.0 1.3692 26.34 22.29 26.49 18.73 0.424 0.053 1.9 0.14 0.14 Gravity
E7-21039 E7-21040 6 245.0 0.5714 26.91 21.28 24.30 19.88 0.274 0.024 0.9 0.12 0.13 Gravity
E7-21040 E7-21043 6 375.0 1.1840 24.30 19.88 20.08 15.44 0.395 0.044 0.8 0.13 0.23 Gravity
E7-21041 E7-21030 6 245.0 0.2816 24.49 17.88 25.17 17.19 0.193 0.018 0.9 0.12 0.11 Gravity
E7-21042 E7-21031 6 250.0 0.4040 21.15 14.79 22.50 13.78 0.231 0.018 0.3 0.11 0.30 Gravity
E7-21043 E7-21045 6 373.5 0.3668 20.08 15.44 18.89 14.07 0.22 0.084 1.3 0.23 0.25 Gravity
E7-21044 E7-21043 6 311.4 0.3757 21.47 17.11 20.08 15.94 0.222 0.029 1.2 0.14 0.12 Gravity
E7-21045 E7-21046 6 310.0 0.4065 18.89 14.07 17.91 12.81 0.231 0.110 1.8 0.25 0.25 Gravity
E7-21046 E7-21032 6 315.0 0.6032 17.91 12.81 17.34 10.91 0.282 0.126 1.5 0.25 0.33 Gravity
E7-21047 D7-21040 6 244.9 0.4328 17.25 10.34 16.25 9.28 0.239 0.016 0.9 0.11 0.10 Gravity
E7-21048 E7-21049 6 269.0 0.5167 28.26 25.33 29.87 23.94 0.261 0.004 0.3 0.08 0.08 Gravity
E7-21049 E7-21050 6 360.2 0.5997 29.87 23.94 26.02 21.78 0.281 0.004 0.3 0.08 0.07 Gravity
E7-21050 E7-21051 6 375.0 0.8107 26.02 21.78 23.09 18.74 0.327 0.004 0.2 0.07 0.10 Gravity
E7-21051 E7-21044 6 312.4 0.5218 23.09 18.74 21.47 17.11 0.262 0.013 0.5 0.10 0.14 Gravity
E7-21052 E7-21053 6 216.4 0.3420 18.51 17.55 17.72 16.81 0.212 0.000 0.0 0.07 0.07 Gravity
E7-21053 D7-21001 6 322.1 0.5619 17.72 16.81 17.88 15.00 0.272 0.000 0.0 0.07 0.07 Gravity
E7-21055 E7-21057 10 66.9 0.7623 30.68 21.71 30.96 21.20 1.236 0.880 3.0 0.54 0.65 Gravity
E7-21057 E7-21058 10 113.6 0.5634 30.96 21.20 30.38 20.56 1.063 0.986 3.9 0.64 0.56 Gravity
E7-21058 E6-21088 15 257.8 0.5081 30.38 20.56 28.98 19.25 2.977 0.987 3.2 0.50 0.52 Gravity
E7-22001 E7-21033 6 244.5 0.6094 28.22 24.47 27.73 22.98 0.283 0.012 0.7 0.10 0.09 Gravity
E7-22002 E7-21036 6 276.2 0.2824 29.48 25.49 28.19 24.71 0.193 0.010 0.4 0.10 0.13 Gravity
E7-22003 E7-21039 6 287.5 0.5809 26.36 22.95 26.91 21.28 0.276 0.011 0.5 0.10 0.12 Gravity
E7-22005 E7-21040 6 260.0 0.7077 26.67 21.72 24.30 19.88 0.305 0.010 0.4 0.09 0.13 Gravity
E7-22007 E7-21018 6 218.0 0.7844 26.70 23.20 26.39 21.49 0.321 0.002 0.2 0.07 0.08 Gravity
E7-22008 E7-21041 6 200.0 0.4000 24.13 18.68 24.49 17.88 0.229 0.008 0.3 0.09 0.12 Gravity
E7-22009 E7-21042 6 200.0 0.5050 20.49 15.80 21.15 14.79 0.258 0.007 0.3 0.08 0.11 Gravity
E7-22010 E7-21005 6 345.0 0.1681 30.31 27.74 33.61 27.16 0.149 0.022 1.1 0.15 0.20 Gravit
E7-22011 E7-21015 6 254.6 1.1233 28.44 25.38 27.78 22.52 0.385 0.000 0.0 0.07 0.08 Gravity
E7-22012 E7-21019 6 110.0 0.7636 24.62 21.21 24.86 20.37 0.317 -0.021 0.2 0.15 0.99 Surcharged
E7-22012 E7-22013 6 15.0 0.0000 24.62 21.21 24.63 21.21 0 0.026 1.2 0.15 0.12 Gravity
E7-22013 E7-21021 6 150.0 0.9000 24.63 21.21 23.65 19.86 0.344 0.028 1.0 0.12 0.14 Gravity
E7-22014 E7-21026 61 251.7 0.4450 25.72 21.16 25.88 20.04 0.242 0.014 0.4 0.10 0.15 Gravity
E7-22015 E7-21027 6 235.0 0.6085 23.09 20.48 24.32 19.05 0.283 0.008 0.3 0.09 0.13 Gravity
E7-22016 E7-21029 6 250.0 0.1840 27.03 18.19 22.38 17.73 0.156 0.011 0.4 0.11 0.14 Gravity
E7-22017 E7-21047 6 210.0 0.2190 17.35 10.80 17.25 10.34 0.17 0.008 0.4 0.10 0.11 Gravity
E7-22018 D7-21013 6 430.0 0.5395 23.69 19.31 19.63 16.99 0.266 0.008 0.5 0.09 0.09 Gravity
E7-22019 D7-21077 6 251.4 0.2387 21.16 16.60 20.07 16.00 0.177 0.003 0.2 0.08 0.10 Gravity
E7-22019 E7-21031 6 123.6 2.2816 21.16 16.60 22.50 13.78 0.548 0.009 0.1 0.08 0.30 Gravity
E8-21001 E8-22002 6 125.0 0.3360 23.76 18.79 22.36 18.37 0,211 0.002 0.2F- 0.07 0.07 Gravity
E8-21002 E8-21003 6 281.0 0.8470 18.53 14.72 16.01 12.34 0.334 0.007 0.51 0.08 0.09 Gravity
E8-21003 E8-21004 6 281.6 1.3672 16.01 12.34 12.87 8.49 0.424 0.012 0.5 0.09 0.12 Gravity
E8-21004 E8-21006 6 288.3 0.9712 12.87 8.49 9.51 5.69 0.358 0.031 0.6 0.12 0.23 Gravit
E8-21005 E8-21004 6 233.2 0.2056 12.83 8.97 12.87 8.49 0.165 0.014 0.6 0.12 0.12 Gravit
E8-21006 I E8-21008 1 61 295.6 0.13191 9.51 5.69 8.56 5.30 0.132 0.0511 1.01 0.23 0.51 Surchar ed
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 34
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full Peak Peak Maximum Maximum
Upstream Downstream Pipe Length(ft) Gradient(%) US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Capacity Modeled Modeled Depth in US Depth in DS Hydraulic Condition
Manhole ID Manhole ID Diameter(in) (ft) (fl) (ft) (ft) (mgd) Flow Velocity Manhole(f) Manhole(ft) at Peak Flow
E8-21007 E8-21006 6 220.0 0.3182 9.64 6.39 9.51 5.69 0.205 0.016 0.3 0.11 0.23 Gravity
E8-21008 D8-21001 6 318.5 0.1884 8.56 5.30 7.43 4.70 0.157 0.052 0.8 0.51 1.06 Surcharged
E8-21009 E7-21045 6 315.2 0.7773 22.44 16.52 18.89 14.07 0.32 0.022 0.3 0.11 0.25 Gravity
E8-21010 E8-21011 6 233.3 0.5915 17.45 13.13 17.21 11.75 0.279 0.014 0.8 0.10 0.10 Gravity
E8-21011 E8-21013 6 281.0 1.2349 17.21 11.65 14.00 8.18 0.403 0.025 0.6 0.11 0.19 Gravity
E8-21012 E8-21013 6 241.7 0.5544 14.11 9.64 14.00 8.30 0.27 0.014 0.8 0.10 0.10 Gravity
E8-21013 D8-21003 6 281.0 0.2633 14.00 8.18 13.17 7.44 0.186 0.049 1.3 0.19 0.17 Gravity
E8-22001 E8-21001 6 262.3 0.6100 23.00 20.34 23.76 18.74 0.283 0.002 0.1 0.07 0.12 Gravity
EB-22002 E8-21002 6 161.8 2.2559 22.36 18.37 18.53 14.72 0.545 0.004 0.3 0.07 0.08 Gravity
E8-22004 E8-21010 6 221.7 0.8435 17.97 15.00 17.45 13.13 0.333 0.006 0.3 0.08 0.10 Gravity
EB-22005 E8-21012 6 212.6 0.7056 14.91 11.14 14.11 9.64 0.305 0.006 0.3 0.08 0.10 Gravity
E8-22006 E8-21005 6 208.9 1.1202 13.04 11.31 12.83 8.97 0.384 0.006 0.3 0.08 0.12 Gravity
EB-22007 D8-21007 6 136.5 0.2198 14.20 11.42 14.13 11.12 0.17 0.0041 0.3 0.08 0.09 Gravity
F1-21001 E1-21003 6 355.0 0.6197 522.90 514.90 523.40 512.70 0.286 0.013 0.7 0.10 0.11 Gravity
F1-21002 F2-21106 6 167.2 3.7620 523.21 517.52 517.09 511.23 0.704 0.124 2.4 0.16 0.21 Gravity
F1-21006 F1-21002 6 170.0 3.8116 530.13 524.00 523.21 517.52 0.708 0.055 1.6 0.11 0.16 Gravity
F2-21001 F2-21002 6 357.5 0.4783 558.12 553.39 562.29 551.68 0.251 0.048 1.0 0.16 0.20 Gravity
F2-21002 F2-21003 6 377.8 0.5956 562.29 551.68 553.93 549.43 0.28 0.084 1.3 0.20 0.25 Gravity
F2-21003 F2-21004 6 216.2 1.7068 553.93 549.43 555.00 545.74 0.474 0.222 3.5 0.25 0.25 Gravity
F2-21004 F2-21005 6 99.5 6.3317 555.00 545.74 549.29 539.44 0.913 0.222 5.5 0.18 0.18 Gravity
F2-21005 F2-21006 6 213.3 10.0985 549.29 539.44 523.40 517.90 1.153 0.222 5.6 0.16 0.18 Gravity
F2-21006 F2-21009 6 128.8 10.6056 523.40 517.90 508.66 504.24 1.182 0.266 6.7 0.18 0.18 Gravity
F2-21009 F2-21010 6 179.3 10.6748 508.66 504.24 488.81 485.10 1.185 0.266 6.1 0.18 0.19 Gravity
F2-21010 F2-21017 6 59.0 10.8814 488.81 485.10 481.79 478.68 1.197 0.319 7.5 0.19 0.19 Gravity
F2-21017 F2-21018 6 206.5 11.7579 481.79 478.68 458.87 454.40 1.244 0.318 6.1 0.18 0.22 Gravity
F2-21018 F2-21019 6 117.2 10.6741 458.87 454.40 445.03 441.89 1.185 0.417 8.4 0.22 0.22 Gravity
F2-21019 F2-21020 6 166.8 11.1643 445.03 441.88 425.20 423.26 1.212 0.416 7.4 0.21 0.23 Gravity
F2-21020 F2-21021 6 154.1 11.1668 425.20 423.26 410.04 406.05 1.212 0.468 8.5 0.23 0.22 Gravity
F2-21021 F2-21025 6 230.6 11.7303 410.04 406.05 383.45 379.00 1.242 0.467 6.6 0.22 0.28 Gravity
F2-21025 F2-21032 6 161.1 9.3917 383.45 379.00 368.75 363.87 1.112 0.579 7.2 0.27 0.31 Gravity
F2-21032 F2-21033 6 150.8 7.3077 368.75 363.87 356.75 352.85 0.981 0.578 7.2 0.29 0.31 Gravity
F2-21033 F2-21034 6 160.9 8.5581 356.75 352.85 343.62 339.08 1.061 0.618 7.7 0.29 0.32 Gravity
F2-21034 F2-21035 6 160.6 8.4496 343.62 339.08 331.43 325.51 1.055 0.617 3.7 0.29 FULL Surcharged
F2-21035 F2-21044 6 101.8 7.1513 331.43 325.51 323.51 318.23 0.97 0.976 7.0 FULL FULL Throttled
F2-21044 F2-21052 6 83.1 6.8833 323.51 318.23 317.25 312.51 0.952 0.952 6.1 5.25 FULL Throttled
F2-21052 F2-21053 6 256.0 5.4648 317.25 312.51 303.52 298.52 0.848 0.827 5.5 FULL 4.88 Surcharged
F2-21053 F2-21055 6 145.5 4.8385 303.52 298.56 300.11 291.52 0.798 0.850 5.8 4.77 3.28 Throttled
F2-21054 F2-21055 6 83.8 7.2554 299.83 297.60 300.11 291.52 0.977 0.052 0.3 0.10 3.27 Surcharged
F2-21055 F2-21056 6 69.1 3.0680 300.11 291.52 296.02 289.40 0.635 0.938 7.8 3.18 0.45 Throttled
F2-21056 F2-21081 8 255.0 11.5608 296.02 289.40 265.52 259.92 2.656 1.237 8.4 0.33 0.43 Gravity
F2-21081 F3-21045 8 160.3 6.3631 265.52 259.92 254.04 249.72 1.971 1.237 7.3 0.39 0.48 Gravity
F2-21082 F3-21042 6 171.1 1.1981 294.21 290.19 290.77 288.14 0.397 0.015 1.1 0.09 0.09 Gravity
F2-21084 F2-29008 6 200.0 9.0235 567.99 563.04 556.31 544.99 1.09 0.029 1.6 0.09 0.10 Gravity
172-21085 F2-21086 6 282.3 8.9656 553.54 547.50 527.99 522.19 1.086 0.082 2.4 0.11 0.16 Gravity
F2-21086 F2-21087 6 175.2 5.6507 527.99 522.19 522.57 512.29 0.862 0.149 3.5 0.16 0.18 Gravity
F2-21087 F2-21090 6 103.4 2.6209 522.57 512.29 519.06 509.581 0.5871 0.149 1.9 0.18 0.30 Gravity
F2-21088 F2-21089 6 287.5 4.5739 555.90 551.80 543.68 538.651 0.7761 0.013 1.0 0.08 0.08 Gravity
F2-21089 F2-21090 6 211.1 13.7707 543.68 538.65 519.06 509.581 1.3461 0.024 0.3 0.08 0.30 Gravity
F2-21090 F2-21091 6 189.3 0.6815 519.06 509.58 515.24 508.291 0.2991 0.185 2.6 0.29 0.28 Gray!
F2-21091 F2-21092 6 198.8 6.5040 515.24 508.29 505.52 495.36 0.925 0.226 4.4 0.18 0.21 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 35
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Fu
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Fll Peak Peak Modeled Modeled Maximum Maximum Hydraulic Condition
in DS
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) capacity
Flow Velocity Manthole(f) Manin USthole(ft) at Peak Flow
F2-21092 F2-21100 6 244.6 7.8332 505.52 495.36 484.35 476.20 1.015 0.344 3.8 0.21 0.33 Gravity
F2-21093 F2-21109 6 261.4 14.1890 544.88 537.18 507.19 500.09 1.366 0.055 2.3 0.09 0.12 Gravit
F2-21094 F2-21093 6 275.0 1.3273 545.24 540.83 544.88 537.18 0.418 0.014 0.9 0.09 0.10 Gravity
F2-21094 F2-21095 6 201.1 3.4411 545.24 540.83 538.49 533.91 0.673 0.023 1.4 0.09 0.10 Gravity
F2-21095 F2-21096 6 242.6 12.6092 538.49 533.91 508.52 503.32 1.288 0.053 3.2 0.10 0.10 Gravity
F2-21096 F2-21097 6 125.0 2.2560 508.52 503.24 505.44 500.42 0.545 0.087 2.7 0.15 0.15 Gravity
F2-21097 F2-21092 6 198.4 2.5504 505.44 500.42 505.52 495.36 0.579 0.095 1.8 0.15 0.21 Gravity
F2-21098 F2-21099 6 435.0 3.7609 497.12 493.37 480.69 477.01 0.704 0.007 0.3 0.07 0.12 Gravity
F2-21098 E2-21004 6 255.0 16.9373 497.12 493.37 457.16 450.18 1.493 0.015 0.8 0.07 0.10 Gravity
F2-21099 F2-21100 6 107.2 0.7556 480.69 477.01 484.35 476.20 0.315 0.027 0.3 0.12 0.33 Gravity
F2-21100 F2-21101 6 207.5 2.2554 484.35 476.20 481.86 471.52 0.545 0.390 4.5 0.32 0.32 Gravity
F2-21101 F2-21102 6 112.9 6.6076 481.86 471.52 470.04 464.06 0.933 0.402 2.7 0.24 3.54 Surcharged
F2-21102 F2-21103 6 203.3 0.5952 470.041 464.06 469.29 462.85 0.28 0.407 2.9 3.52 2.04 Throttled
F2-21103 E2-21008 6 221.7 0.7037 469.29 462.85 470.83 461.29 0.304 0.422 3.8 2.02 0.41 Throttled
F2-21105 F2-21106 6 245.0 13.6816 550.92 544.83 517.09 511.31 1.342 0.033 1.5 0.08 0.13 Gravity
F2-21106 F2-21108 6 263.7 2.2943 517.09 511.23 510.96 505.18 0.549 0.186 3.6 0.21 0.21 Gravity
F2-21107 F2-21108 6 327.5 14.4244 558.08 552.50 510.96 505.26 1.378 0.040 2.6 0.09 0.10 Gravit
F2-21108 F2-21110 6 151.3 9.0218 510.96 505.18 496.69 491.53 1.09 0.256 6.1 0.18 0.18 Gravity
F2-21109 F2-21110 6 177.3 4.8280 507.19 500.09 496.69 491.53 0.797 0.073 1.7 0.12 0.18 Gravity
F2-21110 E2-21001 6 141.6 15.0918 496.69 491.53 475.76 470.16 1.409 0.346 6.2 0.18 0.23 Gravity
F2-21111 F2-21112 6 174.0 14.1839 510.30 504.80 485.54 480.12 1.366 0.017 1.1 0.08 0.09 Gravity
F2-21112 E2-21001 6 227.5 4.3780 485.541 480.12 475.76 470.16 0.759 0.030 0.5 0.09 0.23 Gravity
F2-21113 E2-21017 6 250.0 4.9120 466.59 462.09 455.10 449.81 0.804 0.019 1.2 0.08 0.09 Gravity
F2-21115 F2-21116 6 60.0 5.2333 421.00 414.77 417.00 411.63 0.83 0.010 0.6 0.07 0.09 Gravity
F2-21116 F3-21039 6 211.4 1.0123 417.00 411.63 414.00 409.49 0.365 0.014 1.1 0.09 0.08 Gravity
F2-22002 F2-21084 6 206.0 2.9903 573.28 569.20 567.99 563.04 0.627 0.029 2.1 0.101 0.09 Gravity
F2-22004 F2-21105 6 227.7 16.1704 584.25 581.65 550.92 544.83 1.459 0.017 1.2 0.07 0.08 Gravity
F2-22006 F2-21088 6 190.0 6.4737 656.40 563.90 555.90 551.60 0.923 0.007 0.1 0.07 0.28 Gravity
F2-22007 F2-21111 6 126.9 6.4381 518.30 512.97 510.30 504.80 0.92 0.013 1.1 0.08 0.08 Gravity
F2-22008 F2-21096 6 195.0 0.82051 512.09 504.84 508.52 503.24 0.329 0.018 0.6 0.10 0.15 Gravity
F2-22009 F2-21095 6 90.5 5.2376 541.80 538.65 538.49 533.91 0.83 0.015 0.9 0.08 0.10 Gravity
F2-22010 F2-21091 6 139.5 0.0358 534.36 508.34 515.24 508.29 0.069 0.018 0.4 0.18 0.18 Gravity
F2-22020 F2-21107 6 160.0 5.3250 562.72 561.02 558.08 552.50 0.837 0.012 0.8 0.08 0.09 Gravity
F2-29008 F2-21086 6 252.7 9.0237 556.31 544.99 527.99 522.19 1.09 0.059 1.8 0.10 0.16 Gravity
F3-21002 F3-21003 6 271.3 10.9362 485.05 479.11 450.75 449.44 1.2 0.026 1.7 0.08 0.09 Gravity
F3-21003 F3-21004 6 226.9 17.9330 450.75 449.44 412.63 408.75 1.536 0.052 2.6 0.09 0.11 Gravity
F3-21004 F3-21005 6 177.8 15.7255 412.63 408.75 386.04 380.79 1.439 0.097 4.6 0.11 0.11 Gravity
F3-21005 F3-21007 6 50.0 14.8540 386.04 380.79 383.04 373.36 1.398 0.105 4.8 0.11 0.11 Gravity
F3-21007 F3-21008 6 205.4 14.8549 383.04 373.36 355.16 342.85 1.398 0.109 4.9 0.11 0.12 Gravity
F3-21008 173-21009 6 137.3 14.8514 355.16 342.85 335.29 322.46 1.398 0.115 5.2 0.12 0.12 Gravity
F3-21009 F3-21010 6 83.9 14.8510 335.29 322.46 314.00 310.00 1.398 0.115 4.6 0.12 0.13 Gravity
F3-21010 F3-21012 6 90.1 19.2120 314.00 310.00 296.95 292.69 1.59 0.161 5.31 0.13 0.15 Gravity
F3-21011 F3-21059 6 53.3 -10.5816 337.16 323.26 334.40 328.90 -1.18 0.015 0.7 5.71 0.12 Surcharged
F3-21012 F3-21013 6 125.0 8.9440 296.95 292.69 283.37 281.51 1.085 0.161 5.9 0.15 0.14 Gravity
F3-21013 F3-21014 6 136.8 14.0241 283.37 281.51 271.33 262.33 1.359 0.161 5.9 0.13 0.14 Gravity
F3-21014 F3-21015 6 149.9 14.0327 271.331 262.33 245.19 241.29 1.359 0.161 5.9 0.13 0.14 Gravity
F3-21015 F3-21016 6 98.9 18.5187 245.19 241.29 226.85 222.98 1.561 0.185 4.6 0.13 0.18 Gravity
F3-21016 F3-21037 6 40.0 18.5125 226.85 222.98 219.04 215.57 1.561 0.347 2.4 0.17 2.78 Surcharged
F3-21017 F3-21022 6 120.01 5.61671 381.101 376.74 379.14 370.00 0.86 0.027 1.3 0.09 0.11 Gravi
F3-21019 F3-21020 6 288.41 9.0361 424.50 420.24 398.37 394.18 1.091 0.016 1.1 0.08 0.09 Gravi
P1136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 36
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full ea ea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) MW Manhole(ft) Manhole(ft)
F3-21020 F3-21021 6 268.6 8.9166 398.37 394.18 375.85 370.23 1.083 0.030 0.7 0.09 0.19 Gravity
F3-21021 F3-21022 6 125.2 0.1837 375.85 370.23 379.14 370.00 0.155 0.041 1.5 0.19 0.13 Gravity
F3-21022 F3-21023 6 235.0 8.7830 379.14 370.00 355.00 349.36 1.075 0.071 3.3 0.11 0.11 Gravity
F3-21023 F3-21024 6 298.5 11.9196 355.00 349.36 318.58 313.78 1.253 0.099 4.1 0.11 0.12 Gravity
F3-21024 F3-21025 6 210.0 11.1667 318.58 313.78 295.48 290.33 1.212 0.118 5.5 0.12 0.11 Gravity
F3-21025 F3-21026 6 141.2 27.3612 295.48 290.33 276.49 251.70 1.897 0.144 6.3 0.11 0.12 Gravity
F3-21026 F3-21016 6 105.0 27.3533 276.49 251.70 226.85 222.98 1.897 0.163 4.1 0.12 0.18 Gravity
F3-21027 F3-21028 6 86.2 46.8910 382.99 381.99 342.57 341.57 2.484 0.003 0.3 0.07 0.08 Gravity
F3-21028 F3-21034 6 223.4 28.7198 342.57 341.57 284.58 277.41 1.944 0.039 2.0 0.08 0.11 Gravity
F3-21029 F3-21030 6 114.1 1.0868 332.44 310.80 313.30 309.56 0.378 0.015 1.0 0.09 0.08 Gravity
F3-21030 F3-21031 6 227.4 6.3149 313.30 309.56 300.20 295.20 0.912 0.023 1.6 0.08 0.09 Gravity
F3-21031 F3-21032 6 78.3 6.7433 300.20 295.20 294.92 289.92 0.942 0.027 0.6 0.09 0.20 Gravity
F3-21032 F3-21055 6 99.6 1.1044 294.92 289.92 293.82 288.82 0.381 0.110 1.1 0.20 0.35 Gravity
F3-21033 F3-21034 6 123.9 9.2090 293.82 288.82 284.58 277.41 1.101 0.109 5.4 0.13 0.13 Gravityj
F3-21034 F3-21035 6 105.8 53.4594 284.58 277.41 229.37 220.85 2.652 0.153 5.1 0.10 0.14 Gravity
F3-21035 F3-21054 6 38.1 8.6168 229.37 220.85 218.33 217.57 1.064 0.153 2.4 0.14 0.25 Gravity
F3-21037 F3-21054 6 48.4 4.2934 219.04 215.57 218.33 213.49 0.752 0.347 2.2 2.77 4.33 Surcharged
F3-21038 E3-21073 6 304.6 11.3854 214.71 209.43 179.75 174.75 1.224 0.500 8.6 0.24 0.23 Gravity
F3-21039 F3-21040 6 232.1 17.4451 414.00 409.49 373.20 369.00 1.515 0.032 2.5 0.08 0.08 Gravity
F3-21040 F3-21041 6 151.3 28.1560 373.20 369.00 332.33 326.40 1.925 0.036 2.2 0.08 0.10 Gravity
F3-21041 F2-21054 6 305.0 9.4426 332.33 326.40 299.83 297.60 1.1151 0.045 2.4 0.10 0.10 Gravity
F3-21042 F3-21043 8 253.7 5.9992 290.77 288.14 286.63 272.92 1.913 0.025 1.7 0.09 0.08 Gravity
F3-21043 F3-21044 6 72.0 43.8750 286.63 272.92 246.37 241.33 2.402 0.039 2.2 0.08 0.10 Gravity
F3-21044 F3-21047 6 26.0 5.6154 246.37 241.33 243.33 239.87 0.859 0.039 0.3 0.10 0.41 Gravity
F3-21045 F3-21047 8 208.1 4.7333 254.04 249.72 243.33 239.87 1.7 1.237 8.1 0.43 0.43 Gravity
F3-21047 F3-21048 8 145.2 8.7397 243.33 239.87 230.93 227.18 2.31 1.309 9.6 0.37 0.41 Gravity
F3-21048 F3-21049 8 100.0 8.4970 230.93 227.18 223.16 218.68 2.277 1.309 9.6 0.37 0.41 Gravity
F3-21049 E3-21052 8 59.8 8.4967 223.16 218.68 218.42 213.60 2.277 1.309 9.6 0.37 0.41 Gravity
F3-21050 F3-21051 6 340.9 4.7668 318.56 314.89 303.42 298.64 0.792 0.019 1.3 0.08 0.09 Gravity
F3-21051 F3-21052 6 150.4 12.5997 303.42 298.64 285.29 279.69 1.288 0.035 2.6 0.09 0.08 Gravity
F3-21052 E3-21119 6 223.5 20.3772 285.29 279.69 268.33 234.15 1.637 0.040 2.5 0.08 0.09 Gravit
F3-21054 F3-21038 6 94.5 8.6106 218.33 217.57 214.71 209.43 1.064 0.500 7.8 0.25 0.25 Gravity
F3-21055 F3-21033 6 59.6 0.0000 293.82 288.82 293.82 288.82 0 0.109 2.2 0.35 0.21 Gravity
F3-21058 F3-21010 6 37.1 5.3908 318.00 312.00 314.00 310.00 0.843 0.035 1.4 0.10 0.13 Gravity
F3-21059 F3-21058 6 41.5 40.7229 334.40 328.90 318.00 312.00 2.315 0.015 0.9 0.07 0.10 Gravity
F3-22001 F2-21115 6 69.5 1.0360 418.40 415.49 421.00 414.77 0.369 0.005 0.5 0.08 0.07 Gravity
F3-22012 F3-21011 6 80.1 3.7453 342.00 338.00 337.16 335.00 0.702 0.009 0.8 0.08 0.08 Gravity
F3-22013 F3-21027 6 33.7 4.8368 385.62 383.62 382.99 381.99 0.798 0.003 0.3 0.07 0.07 Gravity
F3-22014 F3-21029 6 68.8 0.8576 345.13 311.39 332.44 310.80 0.336 0.009 0.6 0.09 0.09 Gravity
F3-22020 F3-21058 6 34.4 2.3837 313.43 312.82 318.00 312.00 0.56 0.020 1.2 0.09 0.10 Gravity
F6-21010 F6-21011 8 220.9 1.0457 58.46 54.95 55.12 52.64 0.799 0.099 2.5 0.17 0.17 Gravity
F6-21011 F6-21012 8 35.5 1.7183 55.12 52.641 54.80 52.03 1.024 0.101 1.2 0.16 0.27 Gravity
F6-21012 F6-21013 8 171.9 0.2036 54.80 52.03 55.04 51.68 0.352 0.111 1.2 0.27 0.29 Gravity
F6-21013 F6-21014 8 199.31 0.1957 55.04 51.68 55.70 51.29 0.346 0.1291 1.6 0.29 0.26 Gravity
F6-21014 F6-21021 8 354.71 0.21431 55.70 51.29 54.22 50.53 0.362 0.106 2.0 0.26 0.19 Gravity
F6-21014 F6-21016 8 275.0 0.8000 55.70 51.34 52.27 49.141 0.699 0.132 2.2 0.21 0.21 Gravity
F6-21015 F6-21014 8 285.1 1.1294 58.27 54.56 55.70 51.34 0.83 0.090 1.5 0.16 0.21 Gravi
F6-21016 F6-21017 8 204.9 2.0595 52.27 49.14 49.51 44.92 1.121 0.164 2.4 0.19 0.23 Gravi
F6-21017 F6-21018 8 401.0 1.2120 49.51 44.92 43.79 40.06 0.86 0.199 1.4 0.23 0.391Gravit
F6-21018 F6-21069 8 324.0 0.6451 43.79 40.06 41.68 37.97 0.627 0.398 3.0 0.39 0.38 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.As Page 37
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
k P
Pipe Full eaea k Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) c(m9c y Flow Velocity Mapnthole(ft) ManDeh in US thole(ft) at Peak Flow
F6-21020 F6-21021 8 282.0 0.9149 56.53 53.01 54.22 50.43 0.747 0.022 0.4 0.10 0.19 Gravity
F6-21021 F6-21022 8 197.6 1.5789 54.22 50.43 50.05 47.31 0.982 0.144 2.4 0.19 0.21 Gravity
F6-21022 F6-21023 8 240.0 1.1458 50.05 47.31 47.73 44.56 0.836 0.157 2.6 0.21 0.21 Gravity
F6-21023 F6-21018 8 313.2 1.4366 47.73 44.56 43.79 40.06 0.937 0.175 1.3 0.21 0.39 Gravity
F6-21024 F6-21025 8 84.1 5.7669 39.57 35.88 38.37 31.03 1.876 0.480 5.1 0.24 0.29 Gravity
F6-21025 F6-21026 12 52.0 1.6538 38.37 31.03 37.32 30.17 2.961 0.480 3.9 0.29 0.29 Gravity
F6-21026 E6-21923 8 133.3 3.0608 37.32 30.17 36.00 26.09 1.367 0.524 2.2 0.29 1.13 Surcharged
F6-21027 F6-21026 8 200.0 1.3750 39.09 32.92 37.32 30.17 0.916 0.045 0.5 0.12 0.29 Gravity
F6-21029 F6-21030 8 351.2 0.9282 58.59 56.06 56.30 52.80 0.753 0.022 0.6 0.10 0.15 Gravity
F6-21030 F6-21031 8 222.6 0.8580 56.30 52.80 54.51 50.89 0.724 0.070 1.2 0.15 0.20 Gravity
F6-21031 F6-21035 8 282.4 1.3739 54.51 50.89 50.72 47.01 0.916 0.160 2.8 0.20 0.20 Gravity
F6-21032 F6-21031 8 361.7 0.5834 56.49 53.00 54.51 50.89 0.597 0.062 1.1 0.16 0.20 Gravity
F6-21033 F6-21034 8 403.7 1.4887 59.00 54.80 52.12 48.79 0.9531 0.014 0.4 0.09 0.14 Gravity
F6-21033 F6-21059 8 360.7 4.0144 59.00 54.80 46.04 40.32 1.565 0.023 0.6 0.09 0.16 Gravity
F6-21034 F6-21035 8 428.9 0.4150 52.12 48.79 50.72 47.01 0.503 0.039 0.8 0.14 0.18 Gravity
F6-21035 F6-21037 8 383.1 0.3054 50.72 47.01 49.48 45.84 0.432 0.057 1.5 0.18 0.16 Gravity
F6-21035 F6-29016 8 8.0 2.3250 50.72 47.01 50.83 46.82 1.193 0.157 3.1 0.18 0.18 Gravity
F6-21036 F6-21037 8 232.4 1.1618 51.82 48.54 49.48 45.84 0.842 0.007 0.2 0.08 0.16 Gravity
F6-21037 F6-29015 8 8.0 1.2500 49.48 45.84 49.53 45.74 0.873 0.077 1.5 0.16 0.19 Gravity
F6-21038 F6-21039 6 338.6 1.8252 45.75 42.14 40.96 35.96 0.49 0.147 1.1 0.20 0.56 Surcharged
F6-21039 F6-21041 8 384.3 0.0390 40.96 35.96 40.34 35.81 0.154 0.186 1.3 0.56 0.41 Gravity
F6-21040 F6-21041 6 342.2 1.3267 44.00 40.45 40.34 35.91 0.4181 0.056 1.01 0.14 0.31 lGravity
F6-21041 F6-29012 8 240.0 0.2475 40.34 35.81 38.90 35.22 0.3891 0.260 1.8 0.41 0.42 Gravity
F6-21042 F6-21043 8 44.4 0.1351 37.73 34.65 37.81 34.79 0.287 0.285 2.6 0.43 0.33 Gravity
F6-21043 E6-21020 6 490.6 1.3698 37.81 34.79 33.28 28.07 0.425 0.302 2.4 0.32 1.13 Surcharged
F6-21044 F6-21045 8 221.2 1.0714 45.79 41.38 43.44 39.01 0.809 0.206 2.1 0.24 0.30 Gravity
F6-21045 F6-21071 6 271.5 1.1083 43.44 39.01 40.00 36.00 0.382 0.239 3.1 0.30 0.30 Gravity
F6-21046 F6-29013 8 10.6 0.0000 40.28 35.74 40.00 35.74 0 0.261 2.7 0.35 0.30 Gravity
F6-21047 F6-21048 6 382.2 0.99161 40.12 35.12 36.63 31.33 0.361 0.270 2.1 0.34 1.02 Surcharged
F6-21048 F7-21020 6 376.5 0.7756 36.63 31.33 34.10 28.41 0.319 0.325 2.4 1.00 0.69 Throttled
F6-21049 F6-21050 6 90.0 0.4444 37.57 33.37 36.75 32.97 0.242 0.025 1.0 0.13 0.121Gravity
F6-21050 F6-21048 6 220.0 0.7000 36.75 32.97 36.63 31.43 0.304 0.031 0.6 0.12 0.92 Surchar ed
F6-21051 F6-21048 6 215.0 0.3349 35.73 32.10 36.63 31.38 0.21 0.040 0.3 0.27 0.97 Surcharged
F6-21052 F6-29011 8 190.7 1.1536 51.35 47.63 48.44 45.43 0.839 0.013 0.6 0.09 0.10 Gravity
F6-21054 F6-21058 8 359.7 0.7729 46.49 43.44 44.83 40.66 0.687 0.000 0.0 0.07 0.13 Gravity
F6-21054 F6-29017 8 8.0 1.0875 46.49 43.33 46.41 43.24 0.815 0.036 1.0 0.12 0.14 Gravity
F6-21055 F6-21056 6 275.2 1.0538 43.25 40.35 39.93 37.45 0.372 0.087 1.4 0.18 0.25 Gravity
F6-21056 F7-21009 8 361.0 0.2410 39.93 37.45 39.45 36.58 0.384 0.111 1.9 0.25 0.21 Gravity
F6-21057 F6-21058 8 428.3 0.7565 47.08 43.90 44.83 40.66 0.679 0.019 0.6 0.10 0.13 Gravity
F6-21058 F6-29018 8 8.0 0.7625 44.83 40.66 45.49 40.60 0.68 0.040 1.1 0.13 0.14 Gravity
F6-21059 F6-29014 8 8.0 22.2500 46.04 40.32 46.71 38.54 3.685 0.026 0.1 0.16 1.92 Surcharged
F6-21060 F6-21061 6 335.0 0.8179 39.53 34.73 36.95 31.99 0.328 0.017 0.6 0.10 0.14 Gravity
F6-21061 E6-21018 6 339.2 0.7017 36.95 31.99 34.71 29.61 0.304 0.039 1.4 0.14 0.13 Gravity
F6-21062 E6-21001 6 305.0 0.6754 36.57 32.71 34.561 30.65 0.298 0.035 0.9 0.13 0.18 Gravit
F6-21063 F6-21039 6 177.6 1.1543 41.00 38.01 40.96 35.96 0.39 0.042 0.3 0.13 0.56 Surchar ed
F6-21069 F6-21024 8 206.7 0.9821 41.68 37.91 39.57 35.88 0.774 0.430 3.4 0.37 0.37 Gravity
F6-21071 F6-21046 8 23.5 1.1106 40.00 36.00 40.28 35.74 0.823 0.261 2.2 0.28 0.35 Gravity
F6-21073 F6-21040 6 257.2 1.4697 47.03 44.23 44.00 40.45 0.44 0.016 0.6 0.09 0.14 Gravity
F6-21074 F6-21017 8 165.0 0.4061 46.95 45.75 49.51 45.081 0.4981 0.019 0.9 0.11 0.10 Gravity
F6-22010 F6-21062 6 183.0 0.7486 38.08 34.08 36.57 32.711 03141 0.011 0.4 0.09 0.13 Gravity
P:\136000\136414-Burlingame WVV Collection System Master Plan\4 System Eval uati on\TM 5\Appendix A.As Page 38
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Full Peak ea Maximum Maximum
Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Manhole(ft) Manhole(ft)
F6-22011 F6-21051 6 135.0 0.1481 35.65 32.30 35.73 32.10 0.14 0.014 0.4 0.12 0.27 Gravity
F6-29011 F6-21054 8 190.0 1.1053 48.44 45.43 46.49 43.33 0.821 0.026 0.9 0.10 0.12 Gravity
F6-29012 F6-21042 8 147.8 0.2476 38.90 35.22 37.73 34.85 0.389 0.263 1.7 0.41 0.43 Gravity
F6-29013 F6-21047 8 57.5 1.0435 40.00 35.74 40.12 35.14 0.798 0.261 2.4 0.27 0.32 Gravity
F6-29014 F7-21001 8 469.3 0.3793 46.71 40.32 44.59 38.54 0.4811 0.035 1.01 0.14 0.14 Gravit
F6-29015 F6-21038 6 288.0 1.2500 49.53 45.74 45.75 42.14 0.406 0.107 2.3 0.19 0.20 Gravity
F6-29016 F6-21044 8 233.5 2.3315 50.83 46.82 45.79 41.38 1.193 0.171 2.4 0.18 0.24 Gravity
F6-29017 F6-21055 6 265.9 1.0880 46.41 43.24 43.25 40.35 0.378 0.053 1.3 0.14 0.18 Gravity
F6-29018 F7-21010 8 250.5 0.7581 45.49 40.60 43.37 38.70 0.68 0.054 1.2 0.14 0.17 Gravity
F7-21001 F7-21002 6 405.0 0.4222 44.59 38.54 43.70 36.83 0.236 0.034 1.5 0.14 0.12 Gravity
F7-21002 F7-21003 8 395.0 0.7873 43.70 36.83 41.88 33.72 0.693 0.034 1.2 0.12 0.13 Gravity
F7-21003 F7-21004 8 268.7 0.6066 41.88 33.72 40.33 32.09 0.608 0.035 0.4 0.13 0.29 Gravity
F7-21004 F7-21018 8 626.2 0.2092 40.33 32.09 37.10 30.78 0.357 0.134 0.8 0.29 0.51 Gravity
F7-21006 F7-21007 8 398.0 0.4221 42.83 39.22 41.79 37.54 0.508 0.016 0.2 0.101 0.23 Gravity
F7-21007 F7-21008 8 377.3 0.2306 41.79 37.54 39.58 36.67 0.375 0.089 1.8 0.23 0.21 Gravity
F7-21008 F7-21009 8 32.6 0.0000 39.58 36.51 39.45 36.51 0 0.182 2.0 0.37 0.28 Gravity
F7-21009 F7-21011 8 79.3 0.8575 39.45 36.49 39.11 35.81 0.723 0.293 2.7 0.30 0.32 Gravity
F7-21010 F7-21033 8 247.1 0.8863 43.37 38.70 39.60 36.51 0.735 0.083 0.6 0.17 0.41 Gravity
F7-21011 F7-21017 6 172.3 1.4510 39.11 35.81 37.76 33.31 0.437 0.298 3.2 0.32 0.35 Gravity
F7-21012 F7-21013 8 135.6 1.0619 39.73 36.23 39.85 34.79 0.805 0.012 0.5 0.09 0.11 Gravit
F7-21013 F7-21014 8 280.0 0.4429 39.85 34.79 40.20 33.55 0.52 0.021 0.5 0.11 0.16 Gravit
F7-21014 F7-21015 6 55.5 0.3784 40.20 33.55 40.17 33.34 0.223 0.044 1.5 0.16 0.14 Gravit
F7-21015 F7-21004 8 37.5 2.7200 40.17 33.34 40.33 32.32 1.288 0.061 2.3 0.12 0.12 Gravity
F7-21016 F7-21015 8 246.2 0.5890 39.53 34.79 40.17 33.34 0.6 0.018 0.7 0.10 0.12 Gravity
F7-21017 F7-21018 6 191.9 1.3184 37.76 33.31 37.10 30.78 0.417 0.317 2.5 0.34 0.51 Surcharged
F7-21018 F7-21019 8 308.8 0.4210 37.10 30.78 35.59 29.48 0.507 0.443 2.2 0.51 0.71 Surcharged
F7-21019 F7-21020 8 315.0 0.3397 35.59 29.48 34.101 28.41 0.455 0.448 1.9 0.70 0.69 Surcharged
F7-21020 E7-21005 10 365.0 0.3425 34.10 28.41 33.61 27.16 0.829 0.801 3.6 0.68 0.50 Gravity
F7-21021 F7-21023 6 295.0 0.6339 38.00 34.13 36.62 32.26 0.289 0.0711 0.9 0.18 0.31 Gravity
F7-21022 F7-21023 6 230.0 0.4087 36.73 33.04 36.62 32.10 0.232 0.032 0.3 0.14 0.47 Gravity
F7-21023 F7-21024 6 310.0 0.2710 36.62 32.26 34.83 31.42 0.189 0.125 2.1 0.31 0.24 Gravity
F7-21024 E7-21005 6 315.0 1.3524 34.83 31.42 33.61 27.16 0.422 0.181 3.0 0.24 0.24 Gravity
F7-21025 F7-21026 6 228.3 1.1389 38.65 33.45 35.02 30.85 0.387 0.007 0.5 0.08 0.08 Gravity
F7-21026 F7-21027 6 278.1 1.1758 35.02 30.85 30.77 27.58 0.393 0.007 0.3 0.08 0.12 Gravity
F7-21027 F7-21028 6 330.0 0.2727 30.771 27.58 29.52 26.68 0.189 0.016 0.7 0.12 0.12 Gravity
F7-21028 F7-21029 6 323.7 0.2780 29.52 26.67 29.50 25.77 0.191 0.020 0.6 0.13 0.17 Gravity
F7-21029 E7-21002 6 330.0 0.1909 29.50 25.77 30.18 25.14 0.159 0.031 0.7 0.17 0.19 Gravity
F7-21030 F7-21032 6 300.0 0.2833 35.20 30.96 35.40 30.11 0.193 0.039 1.1 0.17 0.16 Gravity
F7-21031 F7-21032 6 192.0 0.6615 35.60 31.38 35.40 30.11 0.295 0.022 0.6 0.11 0.16 Gravity
F7-21032 E7-21012 6 625.0 0.7760 35.40 30.11 32.26 25.26 0.32 0.061 1.7 0.16 0.16 Gravity
F7-21033 F7-21008 8 38.7 -0.4134 39.60 36.51 39.58 36.67 -0.502 0.093 1.6 0.41 0.21 Gravity
F7-22003 F6-21049 6 231.9 0.6813 38.65 34.95 37.57 33.37 0.299 0.017 0.7 .101 0.13 Gravity
F7-22005 F7-21021 6 295.0 0.1356 39.59 34.53 38.00 34.13 0.134 0.023 0.6 0.15 0.18 Gravity
F7-22006 F7-21031 6 141.7 3.5286 37.00 36.38 35.60 31.38 0.681 0.002 0.1 0.07 0.11 Gravity
F7-22007 E7-21001 6 153.7 1.6396 35.24 30.39 34.47 27-871 0.465 0.000 0.0 0.07 0.08 Gravity
F7-22008 F7-21030 6 235.2 0.3656 34.75 31.82 35.20 30.96 0219 0.005 0.1 0.08 0.17 Gravity
G2-21004 G2-21005 6 60.0 41.2333 610.37 586.20 580.08 561.46 2.329 0.072 1.4 0.09 0.21 Gravity
G2-21005 G2-21006 6 155.9 0.4362 580.08 561.46 566.26 560.78 0.24 0.078 1.9 0.21 0.18 Gravity
G2-21006 G2-21007 6 240.5 2.3992 566.26 560.78 555.54 555.01 0.562 0.090 2.2 0.15 0.18 Gravity
G2-21007 F2-21003 6 354.4 1.5745 555.54 555.011 553.93 549.43 0.455 0.1151 1.81 0.18 0.25 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 39
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Design Scenario
Pipe Full Peak Pea Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
in USin DS
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) C�mgd�y Flow Velocity Manthole(ft) Manthole(ft) at Peak Flow
G2-22006 G2-21004 6 32.4 0.0000 610.37 586.20 610.37 586.20 0 0.070 1.9 0.25 0.16 Gravity
G2-29006 G2-21006 6 38.3 3.1854 566.26 562.00 566.26 560.78 0.647 0.005 0.2 0.07 0.15 Gravity
G6-21001 G6-21002 6 16.3 43.6196 89.97 86.46 89.45 79.35 2.393 0.022 1.2 0.07 0.10 Gravity
G6-21002 G6-21003 8 194.4 1.2191 89.45 79.35 87.64 76.98 0.863 0.026 1.4 0.10 0.09 Gravity
G6-21003 G6-21004 81 123.3 4.46881 87.64 76.98 74.64 71.47 1.652 0.033 1.8 0.09 0.09 Gravity
G6-21004 G6-21005 8 119.2 6.25841 74.64 71.47 71.08 64.01 1.954 0.038 1.5 0.09 3.84 Surcharged
G6-21005 G6-21006 8 133.8 2.2347 71.08 64.01 64.35 61.02 1.168 0.061 1.7 3.84 FULL Surcharged
G6-21006 F6-21001 8 200.0 3.2500 64.35 61.02 59.93 54.52 1.408 0.079 0.3 6.82 13.31 Surcharged
G6-21007 G6-21008 8 252.7 0.8033 67.46 62.34 64.61 60.31 0.7 0.032 0.8 0.12 0.15 Gravity
G6-21008 G6-21009 8 250.0 0.9120 64.61 60.31 61.92 58.03 0.746 0.070 2.0 0.15 0.14 Gravity
G6-21009 F6-21015 8 298.9 1.1643 61.92 58.04 58.27 54.56 0.843 0.054 1.3 0.13 0.16 Gravity
G6-21009 F6-21010 8 329.1 0.9359 61.92 58.03 58.46 54.95 0.756 0.061 1.4 0.14 0.17 Gravity
G6-21010 G6-22004 8 117.5 0.0426 61.44 57.68 60.78 57.63 0.161 0.004 0.2 0.09 0.10 Gravity
G6-21010 F6-21032 8 381.1 1.2280 61.44 57.68 56.49 53.00 0.866 0.018 0.5 0.09 0.16 Gravity
G6-21012 G6-21007 8 410.8 4.6665 85.48 81.51 67.46 62.34 1.688 0.020 0.8 0.08 0.12 Gravity
G6-21013 F6-21029 8 278.4 1.1925 62.04 59.38 58.59 56.06 0.853 0.007 0.3 0.08 0.10 Gravity
G6-22003 G6-21010 8 322.0 0.3820 62.76 58.91 61.44 57.68 0.483 0.009 0.5 0.09 0.09 Gravity
G6-22004 F6-21033 8 282.0 1.0035 60.78 57.63 59.00 54.80 0.783 0.022 1.3 0.10 0.09 Gravity
NEWHALL E5-21059 10 100.0 7.6700 50.80 46.40 50.801 38.73 3.923 2.415 5.3 FULL 9.01 Surchar ed
RR Cleanout D7-21062 8 380.0 0.4132 9.09 7.01 9.71 5.44 0.502 0.000 0.0 0.07 0.07 Gravity
SSMH5H21 E5-21036 15 222.4 1.9627 36.18 27.61 33.78 23.24 5.85 4.482 5.41 1.701 3.36 Surchar ed
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 40
Hydraulic Model Development and System Performance Evaluation
ATTACHMENT D: MODEL OUTPUT - CONSENT DECREE SCENARIO
BROWN AND CALDWELL
D
P,036000\136414-Burlingame WW Collection System Master Planl6 Master Plan ReportTINAUTM 5 Hydraulic Model Development and System Performance Evaluation.doc
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mg d) m d (ft/s) Manhole(ft) Manhole(ft)
399RollinsPS D7-21012 10 2035.0 -0.2211 8.84 5.50 14.77 10.00 0.880 2.496 PRESSURE PRESSURE Forcemain
A3-21001 A3-21002 8 256.3 0.4682 8.30 3.57 7.00 2.37 0.535 0.021 0.535 0.11 0.15 Gravity
A3-21002 A3-21004 8 262.7 0.4454 7.00 2.37 7.00 1.20 0.521 0.049 0.207 0.15 1.14 Surcharged
A3-21003 A3-21004 6 89.4 1.1186 6.00 2.20 7.00 1.20 0.384 0.038 0.28 0.19 1.14 Surcharged
A3-21004 A3-21005 81 255.0 -0.3451 7.00 1.20 6.31 2.08 -0.459 0.087 1.529 1.14 0.20 Surcharged
A3-21005 83-21042 8 350.0 0.4714 6.31 2.08 6.82 0.43 0.536 0.087 0.925 0.19 0.29 Gravity
A4-21001 A4-21002 6 61.0 0.4098 4.70 0.51 4.40 0.26 0.232 0.005 0.288 0.08 0.10 Gravity
A4-21002 A4-21003 6 240.0 0.4042 4.40 0.26 4.50 -0.71 0.231 0.010 0.563 0.10 0.10 Gravity
A4-21003 A4-21004 6 228.0 0.4254 4.50 -0.71 4.80 -1.68 0.237 0.011 0.586 0.10 0.11 Gravity
A4-21004 A4-21005 6 230.0 0.4217 4.80 -1.68 4.30 -2.65 0.236 0.014 0.667 0.11 0.11 Gravity
A4-21005 A4-21006 6 235.0 0.4553 4.30 -2.65 4.40 -3.72 D.245 0.019 0.786 0.11 0.12 Gravity
A4-21006 A4-21007 6 228.0 0.4474 4.40 -3.72 5.00 -4.74 0.2431 0.023 0.81 0.12 0.14 Gravity
A4-21007 A4-21014 6 236.0 0.4280 5.00 -4.74 4.50 -5.75 0.237 0.030 0.471 0.14 0.29 Gravity
A4-21008 A4-21009 61 205.0 0.5951 5.40 2.29 4.50 1.07 0.280 0.024 1 0.12 0.15 Gravity
A4-21009 A4-21010 6 71.9 0.3477 4.50 0.97 4.70 0.72 0.214 0.099 1.181 0.25 0.31 Gravity
A4-21010 A4-21011 6 246.1 0.1666 4.70 0.72 4.70 0.31 0.148 0.100 2.092 0.31 0.20 Gravity
A4-21011 A4-21012 6 245.0 0.4204 4.70 -0.31 4.70 -1.34 0.235 0.106 1.613 0.25 0.26 Gravity
A4-21012 A4-21013 6 245.0 0.4204 4.70 -1.34 4.20 -2.37 0.235 0.116 1.932 0.26 0.24 Gravity
A4-21013 A4-21014 6 245.0 0.5837 4.20 -2.37 4.50 -3.80 0.277 0.117 2.153 0.24 0.22 Gravity
A4-21014 A4-21015 6 88.9 0.4274 4.50 -5.75 4.40 -6.13 0.237 0.146 2.361 0.29 0.24 Gravity
A4-21015 A4-29003 8 44.9 0.4900 4.40 -6.13 4.00 -6.35 0.547 0.149 2.1651 0.24 0.23 Gray!
A4-21016 A4-21015 8 173.3 1.1541 5.50 0.49 4.40 -1.51 0.839 0.002 0.161 0.07 0.07 Gravit
A4-21017 A4-21023 81 336.5 0.4458 6.10 0.50 4.70 -1.00 0.522 0.107 1.229 0.22 0.29 Gravit
A4-21018 A4-21019 8 212.0 0.4245 4.70 0.60 4.40 -0.30 0.509 0.049 1.243 0.15 0.15 Gravity
A4-21019 A4-21020 8 212.0 0.4717 4.40 -0.30 4.20 -1.30 0.537 0.053 1.286 0.15 0.16 Gravity
A4-21020 A4-21021 8 231.8 0.4314 4.20 -1.30 4.90 -2.30 0.513 0.054 1.034 0.16 0.19 Gravity
A4-21021 A4-21025 8 232.2 0.2153 4.90 -2.30 4.00 -2.80 0.363 0.055 0.692 0.19 0.26 Gravity
A4-21022 A4-21023 8 205.0 0.6341 5.30 0.30 4.70 -1.00 0.622 0.014 0.228 0.09 0.29 Gravity
A4-21023 A4-21024 6 213.7 0.3276 4.70 -1.00 4.50 -1.70 0.2081 0.123 2.224 0.29 0.23 Gravity
A4-21024 A4-21025 8 212.0 0.5189 4.50 -1.70 4.00 -2.80 0.563 0.124 1.56 0.23 0.26 Gravity
A4-21025 84-21021 8 231.0 0.6494 4.00 -2.80 4.90 -4.30 0.630 0.186 1.987 0.26 0.29 Gravity
A4-21026 A4-21027 8 287.8 0.4170 4.80 -0.20 4.20 -1.40 0.504 0.004 0.259 0.08 0.09 Gravity
A4-21027 134-21019 8 280.9 0.4628 4.20 -1.40 4.20 -2.70 0.531 0.007 0.368 0.09 0.10 Gravity
A4-21030 84-21008 8 323.8 0.5713 7.20 1.35 4.90 -0.50 0.591 0.030 0.959 0.12 0.14 Gravity
A4-22001 A4-21002 6 145.0 0.4069 5.00 0.85 4.40 0.26 0.231 0.005 0.3 0.08 0.10 Gravity
A4-22002 A4-21001 6 210.6 0.4653 5.30 1.49 4.70 0.51 0.247 0.005 0.37 0.08 0.08 Gravity
A4-22003 A4-21010 6 155.0 0.6710 5.40 1.76 4.70 0.72 0.297 0.001 0.023 0.07 0.31 Gravity
A4-22005 A4-21008 6 120.0 0.5833 6.00 2.99 5.40 2.29 0.277 0.016 0.731 0.10 0.12 Gravity
A4-22006 A4-21018 6 154.5 0.6602 5.10 1.62 4.70 0.60 0.295 0.006 0.287 0.08 0.15 Gravity
A4-22008 A4-21018 6 150.0 0.6667 5.10 1.60 4.70 0.60 0.296 0.005 0.22 0.08 0.15 Gravity
A4-22009 A4-21023 6 145.1 0.9649 5.20 0.40 4.70 -1.00 0.356 0.005 0.094 0.08 0.29 Gravity
A4-22010 A4-21022 8 180.6 0.6091 5.90 1.40 5.30 0.30 0.610 0.000 -0.001 0.07 0.09 Gravity
A4-29003PS 64-23001 8 469.3 -0.1396 4.00 -6.35 4.00 -5.70 0.480 2.129 PRESSURE PRESSURE Forcemain
A4-29003SG 134-21035 6 1146.3 -0.8157 4.00 -0.35 6.44 3.00 -0.328 0.000 0 0.07 0.07 Unused Forcemain
132-21001 C2-21011 8 220.01 1.92271 64.23 58.35 59.66 54.12 1.083 0.041 1.497 0.11 0.12 Gravit
133-21001 133-21004 6 298.5 0.3752 6.97 2.97 6.28 1.851 0.2221 0.062 0.782 0.19 0.30 Gravity
133-21002 C4-21018 8 241.2 0.3151 7.73 0.98 8.53 0.22 0.439 0.201 1.345 0.52 1.12 Surcharged
83-21003 B3-21002 8 239.2 0.0460 6.80 1.09 7.73 0.98 0.168 0.164 1.377 0.53 0.53 Gravity
B3-21004 B3-21003 6 251.7 0.3019 6.28 1.85 6.80 1.09 0.199 0.125 0.957 0.30 0.54 Surcharged
B3-21005 B3-21004 12 126.7 0.3867 6.16 2.571 6.28 2.081 1.4321 0.056 1.406 0.15 0.13 Gravity
P:\136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 1
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth l DS at Peak Flow
(mgd} m d (ft/5) Manhole(ft) Manhole(ft)
B3-21006 83-21005 8 134.0 0.3507 6.70 3.04 6.16 2.57 0.463 0.056 1.506 0.17 0.15 Gravity
83-21007 C3-21017 6 332.3 0.5026 47.47 43.31 46.32 41.64 0.257 0.047 1.15 0.16 0.18 Gravity
B3-21008 133-21009 8 330.0 0.3697 36.26 27.69 36.04 26.47 0.475 0.046 1.518 0.15 0.13 Gravity
133-21009 133-21010 8 351.2 1.6714 36.04 26.47 26.41 20.60 1.010 0.058 2.324 0.13 0.72 Surcharged
B3-21010 133-21051 12 52.1 0.2246 26.41 16.52 34.00 16.40 1.091 2.179 3.826 4.77 4.41 IThrottled
133-21011 B3-21012 8 300.0 0.4700 23.96 18.76 21.01 17.35 0.536 0.028 0.65 0.12 0.16 Gravit
63-21012 133-21013 8 266.4 0.4054 21.01 17.35 23.81 16.27 0.497 0.067 0.889 0.16 0.95 Surcharged
63-21013 133-21014 8 267.6 0.2803 23.81 16.27 26.41 15.52 0.414 0.089 0.372 0.95 1.67 Surcharged
83-21014 83-21015 12 260.5 0.6603 26.41 15.52 21.52 13.80 1.871 2.247 5.164 1.61 0.80 Throttled
B3-21015 63-21016 12 316.5 1.4660 21.52 13.80 13.63 9.16 2.789 2.272 5.97 0.71 0.71 Gravity
133-21016 133-21017 12 218.6 2.1638 13.631 9.16 8.30 4.43 3.388 2.272 6.966 0.62 0.62 Gravity
B3-21017 63-21046 18 295.1 0.3626 8.30 3.90 5.83 2.83 4.089 2.3171 4.232 0.82 0.73 Gravity
133-21018 133-21019 12 398.8 1.9308 8.60 1.00 7.70 -6.70 3.200 0.032 0.6611 0.12 0.15 Gravity
133-21019 133-21020 12 380.0 0.6184 7.70 -6.70 7.87 -9.05 1.811 0.077 0.1551 0.15 0.96 Gravi
63-21020 84-21036 14 300.7 -0.0166 7.87 -9.05 6.00 -9.00 -0.448 0.884 3.1841 0.96 0.49 Gravity
B3-21021 B3-21022 8 260.2 0.5726 5.92 0.98 7.53 -0.51 0.591 0.037 0.954 0.13 0.15 Gravit
83-21022 134-21042 8 265.6 0.4480 7.53 -0.51 6.64 -1.70 0.523 0.051 1.479 0.15 0.14 Gravity
B3-21023 133-21024 6 163.1 0.8216 15.00 11.00 13.54 9.66 0.329 0.011 0.74 0.09 0.09 Gravity
133-21024 B3-21049 8 247.6 1.0178 13.54 9.66 12.59 7.14 0.788 0.011 0.239 0.09 0.18 Gravity
83-21025 133-21049 8 31.7 0.5994 11.48 7.33 12.59 7.14 0.605 0.112 1.952 0.20 0.20 Gravity
133-21026 133-21027 6 308.2 0.7203 16.46 12.68 15.27 10.46 0.308 0.034 1.141 0.13 0.14 Gravity
133-21027 133-21029 6 178.9 0.9335 15.27 10.46 12.49 8.79 0.350 0.050 1.105 0.14 0.21 Gravity
63-21028 133-21029 6 56.0 0.9107 12.66 9.30 12.49 8.79 0.346 0.0771 1.704 0.18 0.21 Gravity
63-21029 83-21025 8 282.2 0.5174 12.49 8.79 11.48 7.33 0.562 0.112 1.918 0.211 0.20 Gravity
83-21031 B3-21032 8 238.8 0.5025 12.00 3.80 12.00 2.60 0.554 0.138 1.539 0.241 0.28 Gravity
B3-21032 133-21033 8 296.3 0.2666 12.00 2.60 6.89 1.81 0.403 0.138 1.153 0.28 0.37 Gravit
B3-21033 133-21034 8 275.6 0.4499 6.89 1.87 7.49 0.63 0.524 0.218 1.709 0.31 0.37 Gravity
B3-21034 133-21036 8 275.4 0.3304 7.49 0.63 7.08 -0.28 0.449 0.257 2.039 0.37 0.37 Gravity
133-21035 133-21036 8 326.7 0.2632 7.49 0.58 7.08 -0.28 0.401 0.062 0.49 0.19 0.37 Gravity
133-21036 63-21037 8 264.8 0.6005 7.08 -0.28 7.96 -1.87 0.605 0.338 2.055 0.37 0.46 Gravity
133-21037 133-21040 8 257.8 0.3918 7.96 -1.87 6.83 -2.88 0.489 0.385 2.641 0.46 0.42 Gravity
133-21038 133-21039 8 145.0 0.9517 6.90 2.60 6.48 1.22 0.762 0.043 1.059 0.13 0.16 Gravity
63-21039 83-21040 8 425.8 0.7750 6.48 1.22 6.83 -2.08 0.688 0.070 1.736 0.16 0.16 Gravity
B3-21040 63-21041 8 141.5 0.8339 6.83 -2.88 7.24 -4.06 0.713 0.479 3.304 0.41 0.41 Gravity
83-21041 B3-21020 8 307.8 1.6212 7.24 -4.06 7.87 -9.05 0.995 0.541 2.294 0.36 0.96 Surcharged
83-21042 B4-21035 8 344.2 0.5230 6.82 0.43 6.44 -1.37 0.565 0.213 2.442 0.29 0.27 Gravity
83-21046 B3-21047 18 425.6 0.2303 5.83 1.51 7.20 0.53 3.258 2.314 2.428 0.97 1.30 Gravity
83-21047 C4-21080 18 425.2 0.1505 7.20 0.53 8.70 -0.11 2.634 2.318 2.13 1.29 1.42 Gravity
B3-21048 B3-21031 8 30.0 2.0667 10.50 4.42 12.00 3.80 1.123 0.138 1.921 0.17 0.24 Gravity
B3-21049 83-21050 8 187.3 1.2333 12.59 7.14 10.00 4.83 0.8681 0.120 2.536 0.18 0.181Gravity
133-21050 63-21048 8 28.3 1.4488 10.00 4.83 10.50 4.42 0.941 0.120 2.589 0.18 0.17 Gravity
133-21051 133-21014 12 393.4 0.2245 34.00 16.40 26.41 15.52 1.091 2.178 4.078 4.38 1.68 Throttled
133-22001 133-21011 8 106.3 1.1665 25.44 20.00 23.96 18.76 0.844 0.018 0.641 0.09 0.12 Gravity
133-22002 83-21026 6 144.5 0.7820 17.30 13.81 16.46 12.68 0.321 0.021 0.783 0.11 0.13 Gravity
63-22003 83-21023 6 118.3 1.6484 17.50 12.95 15.00 11.00 0.466 0.011 0.699 0.08 0.09 Gravity
B3-22004 83-21018 12 237.9 0.8701 7.01 3.07 8.60 1.00 2.149 0.000 0.001 0.07 0.12 Gravity
B3-29001 63-22003 6 50.8 1.6535 18.37 13.79 17.50 12.95 0.466 0.011 0.789 0.08 0.08 Gravity
B3-29002 B3-21017 12 351.8 1.3445 11.11 9.16 8.30 4.43 2.670 0.029 0.752 0.12 0.29 Gravi
84-21001 B4-21002 8 265.0 0.4151 5.10 0.40 5.10 -0.70 0.503 0.016 0.608 0.10 0.12 Gravit
PA1360001136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 2
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
84-21002 64-21003 8 255.0 0.3922 5.10 -0.70 6.40 -1.70 0.489 0.023 0.837 0.12 0.12 Gravity
B4-21003 B4-21004 8 250.0 0.4800 6.40 -1.70 6.60 -2.90 0.541 0.027 0.93 0.12 0.13 Gravity
134-21004 B4-21005 8 51.8 0.5792 6.60 -2.90 6.40 -3.20 0.595 0.033 1.031 0.13 0.13 Gravity
34-21005 134-21006 81 240.4 0.4160 6.40 -3.20 5.20 -4.20 0.504 0.033 0.989 0.13 0.14 Gravity
B4-21006 B4-21007 8 242.3 0.4127 5.20 -4.20 4.30 -5.20 0.502 0.036 0.6541 0.14 0.20 Gravity
34-21007 134-21013 8 196.8 0.4573 4.30 -5.20 5.00 6.10 0.528 0.095 1.7 0.20 0.20 Gravity
34-21008 34-21009 8 58.9 0.5093 4.90 -0.50 4.50 -0.80 0.557 0.038 1.045 0.14 0.15 Gravity
34-21009 134-21010 8 250.7 0.3989 4.50 -0.80 4.70 -1.80 0.493 0.042 1.083 0.15 0.15 Gravity
134-21010 34-21011 8 251.0 0.3984 4.70 -1.80 5.30 -2.80 0.493 0.047 1.126 0.15 0.16 Gravity
34-21011 B4-21012 8 238.8 0.4188 5.30 -2.80 5.00 -3.80 0.506 0.054 1.187 0.16 0.17 Gravity
134-21012 34-21007 8 242.7 0.4120 5.00 -3.80 4.30 -4.80 0.501 0.061 1.594 0.17 0.15 Gravity
134.21013 134-21014 8 180.7 0.4981 5.00 6.10 4.00 -7.00 0.551 0.095 1.849 0.20 0.19 Gravity
34-21014 134-29009 8 36.7 6.2670 4.00 -7.70 4.00 -10.00 0.348 6.04 PRESSURE PRESSURE Forcemain
34-21015 64-23006 8 16.4 -0.2500 4.00 -6.83 4.00 -6.79 0.481 2.131 PRESSURE PRESSURE Forcemain
134-21017PS 34-21043 10 2235.3 -0.3923 4.00 -5.20 8.45 3.57 1.440 4.086 PRESSURE PRESSURE Forcemain
B4-21018 64-28001 8 94.0 1.3191 5.30 0.50 4.00 -0.74 0.897 0.002 0.165 0.07 0.08 Gravity
B4-21018 A4-21016 8 173.6 0.0058 5.30 0.50 5.50 0.49 0.059 0.000 0.018 0.07 0.07 Gravity
84-21019 84-21020 8 230.7 0.4335 4.20 -2.70 4.90 -3.70 0.514 0.013 0.647 0.10 0.10 Gravity
134-21020 84-21023 8 233.5 0.4283 4.90 -3.70 4.50 4.70 0.5111 0.013 0.691 0.10 0.09 Gravit
34-21021 134-21022 8 225.0 0.4444 4.90 -4.30 4.60 -5.30 0.521 0.194 1.974 0.29 0.30 Gravity
34-21022 B4-21023 8 220.0 0.4091 4.60 -5.30 4.50 -6.20 0.500 0.2001 2.4 0.30 0.26 Gravity
34-21023 134-21014 8 322.0 0.4348 4.50 -6.30 4.00 -7.70 0.515 0.212 2.447 0.31 0.27 Gravity
34-21024 135-21006 8 375.1 0.6772 7.71 4.30 8.16 1.76 0.643 0.003 0.18 0.07 0.09 Gravity
134-21027 134-21028 8 414.1 0.4975 6.38 2.80 6.23 0.74 0.551 0.062 1.162 0.17 0.19 Gravity
84-21028 B4-21029 8 329.8 0.7004 6.23 0.74 5.98 -1.57 0.654 0.106 0.665 0.19 0.45 Gravity
134-21029 134-21030 8 329.0 0.0000 5.98 -1.57 6.13 -1.57 0.000 0.106 1.747 0.45 0.21 Gravity
B4-21030 134-21031 8 329.8 0.9369 6.13 -1.57 6.00 -4.66 0.756 0.148 1.538 0.21 0.30 Gravity
134-21031 134-21032 8 329.2 0.4222 6.00 -4.66 6.16 6.05 0.508 0.196 1.126 0.30 0.84 Surcharged
134-21032 134-21033 8 259.5 0.2197 6.16 6.05 6.23 6.62 0.366 0.286 1.207 0.84 1.04 Surcharged
134-21033 B4-21034 8 415.7 0.0794 6.23 -6.62 5.96 6.95 0.220 0.286 1.6 1.04 0.80 Throttled
84-21034 134-21035 8 359.3 0.3980 5.96 6.95 6.44 -8.38 0.493 0.420 1.77 0.79 1.14 Surcharged
B4-21035 64-21036 8 155.7 0.3982 6.44 -8.38 6.00 -9.00 0.493 0.677 3.815 1.11 0.49 Throttled
B4-21036 134-21017 14 39.3 6.3613 6.00 -9.00 4.00 -11.50 8.762 1.554 9.098 0.35 1.87 Surcharged
B4-21037 B4-21038 8 354.7 0.4595 7.81 2.47 6.64 0.84 0.530 0.060 0.997 0.17 0.21 Gravity
B4-21038 134-21039 B 459.6 0.3285 6.64 0.84 7.87 -0.67 0.448 0.087 1.145 0.21 0.25 Gravity
84-21039 134-21040 8 340.4 0.5112 7.87 -0.67 6.36 -2.41 0.559 0.155 2.195 0.25 0.23 Gravity
84-21040 134-21041 8 248.3 1.1236 6.36 -2.41 6.47 -5.20 0.828 0.173 1.476 0.22 0.34 Gravity
84-21041 64-21042 8 61.3 0.2284 6.47 -5.20 6.64 -5.34 0.373 0.207 2.491 0.34 0.26 Gravity
B4-21042 83-21020 8 299.1 1.2404 6.64 -5.34 7.87 -9.05 0.870 0.267 1.129 0.26 0.96 Surcharged
B4-21043 C4-21076 14 390.7 0.2252 8.45 3.57 6.97 2.69 1.649 1.442 3.503 0.87 1.00 Gravity
B4-21044 84-29006 8 40.6 -4.5690 4.27 -3.81 4.72 -1.95 1.072 4.75 PRESSURE PRESSURE Forcemain
134-22001 34-21008 6 150.0 1.0000 5.30 1.00 4.90 -0.50 0.363 0.006 0.264 0.08 0.14 Gravity
84-22002 34-21009 6 138.9 0.7919 5.30 0.30 4.50 -0.80 0.323 0.004 0.165 0.08 0.15 Gravity
84-22003 B5-21002 6 217.2 0.6354 5.80 2.28 5.70 0.90 0.289 0.007 0.476 0.08 0.09 Gravity
84-22014 84-21037 8 384.1 0.1770 8.00 3.15 7.81 2.47 0.329 0.031 0.718 0.15 0.17 Gravity
B4-22015 C5-23004 12482.1 0.0000 8.13 -1.94 6.00 -1.94 1.072 2.112 PRESSURE PRESSURE Forcemain
134-22016 84-22015 12 16.9 0.0000 6.00 -1.94 6.00 -1.94 1.072 2.112 PRESSURE PRESSURE Forcemain
134-23001 34-23002 8 13.5 0.1185 4.00 -5.70 4.00 -5.71 0.480 2.129 PRESSURE PRESSURE Forcemain
134-23002 134-23003 81 475.9 0.1221 4.00 -5.71 4.00 6.29 0.481 2.13 PRESSURE PRESSURE Forcemain
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 51Appendix A.xls Page 3
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DPeak Peak
Pipe Full Maximum MaximumS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ftls Manhole(ft) Manhole(ft)
B4-23003 134-23004 8 13.8 0.1232 4.00 -6.29 4.00 6.31 0.481 2.13 PRESSURE PRESSURE Forcemain
64-23004 134-23005 6 408.9 0.1220 4.00 6.31 4.00 6.81 0.481 3.789 PRESSURE PRESSURE Forcemain
84-23005 64-29007 8 9.5 0.1263 4.00 6.81 4.00 6.82 0.481 2.131 PRESSURE PRESSURE Forcemain
134-23006 134-29008 81 11.9 -0.2437 4.00 6.79 4.00 6.76 0.481 2.131 PRESSURE PRESSURE Forcemain
84-23007 134-23008 8 17.2 -0.2500 4.00 -5.80 4.00 -5.75 1.071 4.748 PRESSURE PRESSURE Forcemain
84-23008 134-23009 8 311.9 -0.2501 4.00 -5.75 4.00 -4.97 1.071 4.748 PRESSURE PRESSURE Forcemain
84-23009 134-23010 8 50.1 -0.2495 4.00 -4.97 4.05 -4.85 1.071 4.749 PRESSURE PRESSURE Forcemain
B4-23010 B4-21044 8 417.1 -0.2501 4.05 -4.85 4.27 -3.81 1.072 4.749 PRESSURE PRESSURE Forcemain
84-28001 84-21019 8 177.1 1.1067 4.00 -0.74 4.20 -2.70 0.822 0.006 0.313 0.08 0.10 Gravity
134-29005 B4-22016 12 258.9 0.0000 6.00 -1.94 6.00 -1.94 1.072 2.112 PRESSURE PRESSURE Forcemain
134-29006 B4-29005 12 12.0 0.0000 6.00 -1.94 4.72 -1.94 1.072 2.112 PRESSURE PRESSURE Forcemain
B4-29006SG C4-21067 10 1001.5 -0.3235 4.72 -1.95 8.30 1.29 -0.806 0.000 0 4.81 1.57 Unused Forcemain
64-29007 84-21015 8 8.8 -0.2386 4.00 6.85 4.00 6.83 0.481 2.131 PRESSURE PRESSURE Forcemain
B4-29008 64-23007 8 420.5 -0.2499 4.00 6.85 4.00 -5.80 1.071 4.748 PRESSURE PRESSURE Forcemain
B4-29009PS B4-29008 8 61.3 -0.2496 4.00 -7.00 4.00 6.85 0.590 2.615 PRESSURE PRESSURE Forcemain
B4-29009SG 64-29007 8 60.0 -0.8767 4.00 -7.38 4.00 6.85 0.000 0 PRESSURE PRESSURE Unused Forcemain
135-21001 A4-21030 8 277.2 0.4257 7.90 2.53 7.20 1.35 0.510 0.026 0.946 0.12 0.12 Gravity
135-21002 134-21001 8 117.7 0.4248 5.70 0.90 5.10 0.40 0.509 0.007 0.305 0.09 0.10 Gravity
B5-21003 65-21005 8 158.9 0.5664 8.20 1.00 8.20 0.10 0.588 0.000 0 0.07 0.13 Gravity
B5-21004 B5-21005 8 314.1 0.7004 8.50 2.30 8.20 0.10 0.654 0.026 0.886 0.11 0.13 Gravity
135-21005 B5-21008 8 151.2 0.4034 8.20 0.10 7.40 -0.511 0.496 0.028 0.861 0.13 0.14 Gravity
135-21006 135-21007 8 309.3 0.62081 8.16 1.76 6.60 -0.16 0.615 0.012 0.544 0.09 0.11 Gravity
135-21007 135-21008 8 108.9 0.3214 6.60 -0.16 7.40 -0.51 0.443 0.016 0.539 0.11 0.14 Gravity
135-21008 85-21009 8 326.2 0.7020 7.40 -0.51 8.20 -2.80 0.655 0.045 1.316 0.14 0.14 Gravity
85-21009 B5-21010 8 322.3 0.5895 8.20 -2.80 8.00 -4.70 0.600 0.045 1.193 0.14 0.15 Gravity
B5-21010 B5-21011 8 317.6 0.5982 8.00 4.70 8.20 6.60 0.604 0.056 1.377 0.15 0.16 Gravity
B5-21011 85-21012 8 56.9 0.7030 8.20 6.60 8.20 -7.00 0.655 0.066 0.974 0.16 0.28 Gravity
B5-21012 C5-21043 8 298.0 0.7550 8.20 -7.00 8.00 -9.25 0.679 0.226 2.566 0.28 0.28 Gravity
85-22002 134-21001 6 172.0 0.6395 5.70 1.50 5.10 0.40 0.290 0.008 0.446 0.09 0.10 Gravity
C2-21001 D2-21071 6 258.0 4.8062 162.82 158.10 151.21 145.70 0.795 0.014 0.744 0.08 0.11 Gravity
C2-21002 C2-21003 6 348.5 0.62551 121.88 117.73 121.36 115.55 0.287 0.063 0.449 3.41 5.57 Surcharged
C2-21003 D2-21073 6 223.2 0.3674 121.36 115.55 124.56 114.73 0.220 0.091 0.623 5.57 6.37 Surcharged
C2-21004 C2-21005 8 300.5 6.2230 108wO21 102.39 89.28 83.69 1.949 1.696 6.314 1.81 FULL Surcharged
C2-21005 C2-21007 8 303.5 3.2191 89.28 83.69 80.17 73.92 1.402 1.646 7.069 5.57 1.41 Throttled
C2-21006 C2-21007 6 306.0 2.8595 87.20 82.67 80.17 73.92 0.613 0.024 0.179 0.09 1.39 Surcharged
C2-21007 C2-21008 8 323.3 4.5623 80.17 73.92 68.65 59.17 1.669 1.671 7.813 1.26 0.64 Throttled
C2-21008 C3-21011 12 295.4 1.4286 68.65 59.17 60.02 54.95 2.753 1.773 5.661 0.59 0.59 Gravity
C2-21009 C2-21012 6 182.9 2.5970 69.19 64.18 65.21 59.43 0.585 0.015 0.767 0.08 0.10 Gravity
C2-21010 132-21001 8 299.8 1.2975 67.47 62.24 64.23 58.35 0.890 0.018 0.772 0.09 0.11 Gravity
C2-21011 C3-21013 8 200.8 2.3904 59.66 54.12 55.51 49.32 1.208 0.057 1.083 0.12 0.19 Gravity
C2-21012 C3-21013 6 277.5 3.64321 65.21 59.43 55.51 49.32 0.692 0.040 0.9 0.10 0.19 Gravity
C2-22001 C2-21008 8 259.0 0.3514 70.70 60.08 68.65 59.17 0.463 0.044 0.208 0.15 0.60 Gravity
C3-21001 C3-21002 6 301.1 2.3746 102.67 97.88 95.43 90.73 0.559 0.005 0.404 0.07 0.08 Gravity
C3-21002 C2-21006 6 300.0 2.6867 95.43 90.73 87.2082.67 0.595 0.013 0.822 0.08 0.09.Gravity,
C3-21003 C3-21004 81 294.2 1.0401 77.52 72.86 74.601 69.80 0.797 0.015 0.598 0.09 0.12 Gravit
C3-21004 C3-21005 8 310.0 1.0032 74.60 69.80 71.36 66.69 0.782 0.034 1.315 0.12 0.12 Gravity
C3-21005 C2-21008 8 335.6 2.2408 71.36 66.69 68.65 59.17 1.169 0.052 0.244 0.12 0.60 Gravit
C3-21007 C3-21008 8 132.1 7.5852 76.42 71.92 67.38 61.90 2.151 0.024 0.911 0.08 0.12 Gravit
C3-21008 C3-21009 8 289.3 1.0439 67.38 61.90 63.29 58.88 0.798 0.036 1.154 0.12 0.13 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 4
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Fl d ft/s Manhole(ft) Manhole(f)
C3-21009 C3-21010 8 350.7 1.0237 63.29 58.88 59.80 55.29 0.790 0.049 1.189 0.13 0.16 Gravit
C3-21010 C3-21012 8 363.6 1.1359 59.80 55.29 56.58 51.16 0.833 0.087 0.622 0.16 0.40 Gravity
C3-21011 C3-21012 12 139.8 2.6896 60.02 54.92 56.58 51.16 3.777 1.796 7.104 0.50 0.50 Gravity
C3-21012 C3-21015 12 147.4 7.1031 56.58 51.16 52.89 40.69 6.138 1.891 4.658 0.40 0.75,Gravity
C3-21013 C3-21014 8 270.0 0.7222 55.51 49.32 54.15 47.37 0.664 0.104 1.9661 0.19 0.19 Gravity
C3-21014 C3-21015 8 231.7 2.8830 54.15 47.37 52.89 40.69 1.326 0.112 0.501 0.15 0.74 Surcharged
C3-21015 C3-21016 12 257.1 1.0191 52.89 40.69 45.54 38.07 2.325 2.009 5.101 0.73 0.73 Gravity
C3-21016 C3-21019 12 55.5 1.9279 45.54 38.07 44.01 37.00 3.199 2.020 6.058 0.59 0.63 Gravity
C3-21017 C3-21018 6 135.5 0.8044 46.32 41.64 44.04 40.55 0.325 0.077 1.888 0.18 0.18 Gravity
C3-21018 C3-21019 6 211.5 1.6785 44.04 40.55 44.01 37.00 0.470 0.081 0.612 0.15 0.63 Surcharged
C3-21019 C3-21020 12 219.5 1.8679 44.01 37.00 38.78 32.90 3.148 2.101 6.473 0.61 0.61 Gravity
C3-21020 133-21010 12 250.1 6.5494 38.78 32.90 26.41 16.52 5.894 2.113 3.679 0.43 4.81 Surcharged
C3-21021 C3-21023 6 251.7 5.54631 84.89 80.07 72.23 66.11 0.854 0.172 3.488 0.17 0.21 Gravity
C3-21022 C3-21023 6 338.0 3.49111 83.41 77.93 72.23 66.13 0.678 0.019 0.4441 0.09 0.19 Gravit
C3-21023 C3-21025 6 250.6 3.5555 72.23 66.11 62.70 57.20 0.684 0.214 4.357 0.21 0.21 Gravity
C3-21024 C3-21025 6 346.7 4.3957 76.70 70.48 62.70 55.24 0.761 0.026 1.018 0.09 0.22 Gravity
C3-21025 C3-21028 6 251.0 0.8167 62.70 55.10 57.93 53.05 0.328 0.262 2.511 0.35 0.39 Gravity
C3-21026 C3-21027 6 218.2 1.4482 71.76 67.08 68.57 63.92 0.437 0.016 0.928 0.09 0.10 Gravity
C3-21027 C3-21028 6 199.7 5.4432 68.57 63.92 57.93 53.05 0.846 0.036 0.348 0.10 0.39 Gravity
C3-21028 C3-21030 6 251.8 0.9531 57.93 53.05 55.90 50.65 0.354 0.313 3.179 0.38 0.36 Gravity
C3-21029 C3-21030 6 172.4 5.2668 66.42 59.88 55.90 50.80 0.832 0.015 0.984 0.08 0.14 Gravity
C3-21030 C3-21032 6 248.9 2.6396 55.90 50.65 50.02 44.08 0.589 0.344 4.602 0.29 0.29 Gravity
C3-21031 C3-21032 6 273.7 7.3986 68.52 64.44 50.02 44.19 0.987 0.020 0.999 0.08 0.14 Gravity
C3-21032 C3-21034 6 251.0 5.1355 50.02 44.08 37.29 31.19 0.822 0.386 5.27 0.25 0.28 Gravity
C3-21034 C3-21037 6 256.6 4.3609 37.29 31.19 26.50 20.00 0.758 0.413 2.727 0.28 FULL Surcharged
C3-21037 C3-21038 8 292.4 1.6142 26.50 20.00 29.33 15.28 0.993 0.798 2.689 FULL 8.13 Surcharged
C3-21038 C3-21039 8 299.7 0.2736 29.33 15.28 28.03 14.46 0.409 0.828 3.02 8.11 5.51 Throttled
C3-21039 C3-21054 8 344.9 0.2580 28.03 14.46 26.45 13.57 0.397 0.857 3.499 5.49 2.14 Throttled
C3-21040 D3-21072 6 302.6 2.3298 79.00 74.06 71.90 67.01 0.554 0.023 1.351 0.10 0.10 Gravity
C3-21041 C3-21042 6 279.3 1.4142 73.03 67.73 69.32 63.78 0.431 0.018 0.354 0.10 0.22 Gravity
C3-21042 C3-21045 10 278.4 3.6889 69.32 63.70 59.39 53.43 2.720 0.694 5.913 0.30 0.31 Gravity
C3-21043 C3-21044 6 306.6 0.5512 69.13 64.07 67.86 62.38 0.269 0.021 0.896 0.11 0.12 Gravity
C3-21044 C3-21045 6 344.2 2.5334 67.86 62.38 59.39 53.66 0.577 0.051 2.221 0.12 0.12 Gravity
C3-21045 C3-21048 10 250.0 4.0720 59.39 53.43 48.25 43.25 2.858 0.769 6.569 0.31 0.31 Gravity
C3-21046 C3-21047 6 285.0 6.2947 69.16 63.94 56.07 46.00 0.910 0.021 0.788 0.08 0.13 Gravity
C3-21047 C3-21048 6 240.0 1.0083 56.07 46.00 48.25 43.58 0.364 0.042 1.56 0.13 0.13 Gravity
C3-21048 C3-21050 10 250.2 7.1367 48.25 43.25 30.87 25.39 3.784 0.831 6.845 0.28 0.31 Gravity
C3-21049 C3-21050 6 328.0 3.2744 42.70 35.74 30.87 25.00 0.656 0.036 0.269 0.10 0.71 Surcharged
C3-21050 C3-21053 10 17.3 7.1329 30.87 25.39 30.36 24.16 3.784 1.064 5.574 0.31 0.44 Gravity
C3-21052 C3-21053 6 340.8 3.3979 42.82 35.74 30.36 24.16 0.669 0.026 0.215 0.09 0.44 Gravity
C3-21053 C3-21054 10 237.5 2.2358 30.36 24.16 26.45 18.85 2.118 1.120 5.933 0.44 0.44 Gravity
C3-21054 C3-21075 12 180.8 0.5166 26.45 13.57 24.29 12.64 1.656 2.059 3.866 2.10 1.57 Throttled
C3-21055 C3-21056 6 282.9 5.0831 55.20 51.02 43.46 36.64 0.818 0.114 2.16 0.14 0.22 Gravity
C3-21056 C3-21057 6 340.2 1.8895 43.46 36.64 33.541 30.21 0.499 0.180 3.297 0.22 0.22 Gravity
C3-21057 C3-21050 61 255.0 1.8894 33.54 30.21 30.87 25.39 0.499 0.187 2.23 0.22 0.31 Gravity
C3-21060 C3-21053 6 426.3 0.1384 33.09 25.59 30.36 25.00 0.135 0.021 1.036 0.15 0.11 Gravity
C3-21061 C3-21054 6 355.0 1.4000 27.95 18.54 26.45 13.57 0.429 0.064 0.452 0.15 2.14 Surcharged
C3-21062 C3-21063 6 322.8 0.7187 15.55 10.92 13.02 8.60 0.308 0.012 0.612 0.09 0.11 Gravity
C3-21063 C3-21064 61 251.71 0.92171 13.02 8.60 12.04 6.281 03481 0.0221 0.9251 0.11 0.12 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 5
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ryes Manhole(fl) Manhole(ft)
C3-21064 133-21001 6 269.4 1.2287 12.04 6.28 6.97 2.97 0.402 0.038 0.86 0.12 0.19 Gravity
C3-21065 C3-21066 6 244.1 0.7907 9.48 4.98 7.55 3.05 0.323 0.016 0.64 0.10 0.13 Gravity
C3-21066 63-21003 6 251.7 0.7509 7.55 3.05 6.80 1.16 0.314 0.031 0.343 0.13 0.46 Gravity
C3-21067 C3-21068 6 263.7 1.4676 12.30 8.28 8.60 4.41 0.439 0.014 0.671 0.09 0.11 Gravity
C3-21068 133-21002 6 247.7 1.3847 8.60 4.41 7.73 0.98 0.427 0.029 0.309 0.11 0.53 Surcharged
C3-21069 C3-21070 6 265.8 1.9601 16.10 11.95 10.77 6.74 0.508 0.016 0.794 0.09 0.11 Gravity
C3-21070 C4-21018 6 270.0 2.4148 10.77 6.74 8.53 0.22 0.564 0.035 0.453 0.11 1.12 Surcharged
C3-21071 C3-21072 6 242.4 0.5198 17.56 12.61 19.06 11.35 0.262 0.010 0.076 0.09 0.83 Surcharged
C3-21072 C4-21006 12 101.8 1.0511 19.06 11.39 16.72 10.32 2.361 2.122 5.19 0.77 0.77 Gravity
C3-21075 C3-21072 12 229.5 0.5168 24.29 12.64 19.06 11,45 1.656 2.066 4.936 1.50 0.77 Throttled
C3-22001 C3-21007 8 336.5 4.1842 90.70 86.00 76.42 71.92 1.598 0.012 0.763 0.08 0.08 Gravity
C3-22003 C3-21052 6 381.3 2.3420 50.75 44.67 42.82 35.74 0.555 0.0131 0.781 0.08 0.09 Gravity
C4-21003 C3-21061 6 278.4 0.5532 27.57 20.08 27.95 18.54 0.270 0.031 1.029 0.13 0.15 Gravity
C4-21004 C4-21005 6 305.0 1.2885 25.27 21.27 21.46 17.34 0.412 0.018 0.852 0.10 0.11 Gravity
C4-21005 C3-21072 6 300.0 1.9967 21.46 17.34 19.06 11.35 0.513 0.040 0.298 0.11 0.83 Surchar ed
C4-21006 C4-21015 12 251.4 0.4256 16.72 10.32 12.25 9.25 1.503 0.817 3.405 0.53 0.48 Gravity
C4-21006 C4-21009 12 144.1 1.1797 16.72 10.32 12.80 8.62 2.502 1.320 3.28 0.53 0.74 Gravity
C4-21007 C4-21008 6 225.0 1.2667 21.30 17.30 18.37 14.45 0.408 0.017 0.838 0.10 0.11 Gravity
C4-21008 C4-21009 6 256.2 2.1351 18.37 14.45 12.80 8.98 0.530 0.037 1.902 0.11 0.38 Gravity
C4-21009 C4-21016 12 248.1 0.4434 12.80 8.62 11.02 7.52 1.534 1.360 4.093 0.73 0.62 Gravity
C4-21010 C4-21011 6 172.9 2.1978 23.44 19.76 19.98 15.96 0.538 0.013 0.54 0.08 0.13 Gravity
C4-21011 C4-21012 6 198.0 1.8838 19.98 15.98 16.25 12.25 0.498 0.030 0.996 0.11 0.14 Gravity
C4-21012 C4-21013 6 150.3 0.5988 16.25 12.25 15.73 11.35 0.281 0.040 1.239 0.14 0.15 Gravity
C4-21013 C4-21014 6 298.3 0.6470 15.73 11.35 14.57 9.42 0.292 0.047 1.08 0.15 0.19 Gravity
C4-21014 C4-21016 6 302.0 0.5828 14.57 9.42 11.02 7.66 0.277 0.075 1.484 0.19 0.29 Gravity
C4-21015 C4-29007 12 252.6 2.0744 12.25 9.25 10.33 4.01 3.317 0.827 2.539 0.36 0.61 Gravity
C4-21016 C4-21017 12 110.8 3.1679 11.02 7.52 10.18 4.01 4.099 1.438 4.817 0.42 0.58 Gravity
C4-21017 C4-21081 12 75.3 2.9615 10.18 4.01 10.70 1.78 3.964 2.2731 7.781 0.56 0.56 Gravity
C4-21018 C4-21080 8 16.5 1.3333 8.53 0.11 8.70 -0.11 0.902 0.244 1.019 1.22 1.42 Surcharged
C4-21021 C4-21022 15 331.4 0.2505 8.90 5.68 8.62 4.85 2090. 0.055 0.319 0.15 0.34 Gravt
C4-21022 C4-21023 15 331.2 0.1540 8.62 4.85 8.86 4.34 1.639 0.248 1.52 0.34 0.32 Gravityy
C4-21023 C4-21024 15 332.7 0.1485 8.86 4.32 9.26 3.83 1.609 0.248 1.407 0.34 0.34 Gravity
C4-21024 C4-21025 15 332.4 0.2016 9.26 3.83 7.80 3.16 1.875 0.293 1.518 0.34 0.37 Gravity
C4-21025 C4-21026 15 330.7 0.1966 7.80 3.16 6.03 2.51 1.851 0.338 1.411 0.37 0.43 Gravity
C4-21026 C4-21027 10 254.8 0.2159 6.03 2.51 5.63 1.96 0.658 0.338 1.715 0.43 0.46 Gravity
C4-21027 C4-21028 15 327.3 0.1204 5.63 1.96 4.41 1.57 1.449 0.404 1.351 0.46 0.50 Gravity
C4-21028 C4-21029 15 262.3 0.1205 4.41 1.57 8.47 1.25 1.449 0.437 1.067 0.50 0.64 Gravity
C4-21029 C4-21030 15 64.5 -4.2326 8.47 -1.23 8.00 1.50 -8.591 0.452 2.159 3.12 0.39 Surcharged
C4-21030 C4-21074 18 255.1 0.3865 8.00 0.98 7.57 -0.01 4.221 0.570 0.812 0.38 0.93 Gravity
C4-21035 C4-21036 6 416.4 0.9246 21.75 16.63 17.60 12.78 0.349 0.011 0.601 0.09 0.10 Gravity
C4-21036 C4-21037 6 364.2 1.1505 17.60 12.78 13.561 8.59 0.389 0.022 1.093 0.10 0.11 Gravity
C4-21037 C4-21038 6 117.11 1.6225 13.56 8.59 12.16 6.69 0.462 0.031 0.525 0.11 0.24 Gravity
C4-21038 C4-21039 6 145.0 0.3241 12.16 6.69 10.77 6.22 0.207 0.087 1.394 0.24 0.25 Gravity
C4-21039 C4-21040 6 150.0 0.3467 10.77 6.22 10.10 5.70 0.214 0.095 1.266 0.25 0.29 Gravity
C4-21040 C4-21041 8 285.0 0.2421 10.10 5.70 8.95 5.01 0.384 0.140 0.923 0.29 0.43 Gravity
C4-21041 C4-21042 8 238.0 0.1134 8.95 5.01 7.54 4.74 0.263 0.191 1.553 0.43 0.36 Gravity
C4-21042 C4-21091 8 519.1 0.0000 7.54 4.74 6.49 4.74 0.000 0.053 1.094 0.36 0.18 Gravity
C4-21042 C4-21051 8 75.0 0.0400 7.54 4.74 7.83 4.71 0.156 0.148 2.241 0.36 0.22 Gravity
C4-21043 C4-21044 6 376.0 0.0665 17.501 13.55 17.34 13.30 0.094 0.025 0.847 0.19 0.14 Gravity
PAII 36000\1 36414-Burlingame VVVV Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 6
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum '.
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft�s Manhole(ft) Manhole(ft)
C4-21044 C4-21045 6 309.7 1.2367 17.34 13.30 13.92 9.47 0.403 0.057 1.57 0.14 0.16 Gravity
C4-21045 C4-21048 6 295.5 1.1878 13.92 9.47 10.16 5.96 0.395 0.077 2.118 0.16 0.16 Gravity
C4-21046 C4-21047 6 436.0 0.8807 15.15 11.00 11.71 7.16 0.340 0.026 0.641 0.11 0.18 Gravity
C4-21047 C4-21048 6 296.4 0.4049 11.71 7.16 10.16 5.96 0.231 0.056 1.662 0.18 0.16 Gravity
C4-21048 C4-21085 81 17.4 36.2069 10.16 5.96 10.50 -0.34 4.696 0.146 6.6611 0.10 0.10[Gravity
C4-21049 C4-21050 81 18.2 0.9890 7.83 5.55 7.55 5.37 0.776 0.023 1.029 0.10 0.10 Gravi
C4-21050 C4-21051 10 27.8 2.3741 7.55 5.37 7.83 4.71 2.181 0.023 0.654 0.10 0.13 Gravity
C4-21051 C4-21052 10 248.0 0.1210 7.83 4.71 6.23 4.41 0.493 0.019 0.413 0.13 0.16 Gravity
C4-21051 C4-21086 12 23.1 23.6364 7.83 4.71 8.00 -0.75 11.195 0.152 3.996 0.13 0.13 Gravit
C4-21052 C4-21053 10 279.4 0.1503 6.23 4.41 5.63 3.99 0.549 0.036 0.786 0.16 0.16 Gravit
C4-21053 C4-21057 10 265.9 0.1655 5.63 3.99 5.90 3.55 0.576 0.036 0.311 0.16 0.31 Gravity
C4-21054 C4-21055 6 22.0 2.8636 6.31 4.681 6.55 4.05 0.614 0.024 0.255 0.09 0.35 Gravit
C4-21055 C4-21056 12 297.4 0.1210 6.55 4.05 6.01 3.69 0.8011 0.203 1.017 0.35 0.42 Gravity
C4-21056 C4-21057 12 141.8 0.0987 6.01 3.69 5.90 3.55 0.724 0.281 2.124 0.42 0.31 Gravity
C4-21057 C4-21058 15 12.0 0.1667 5.90 3.55 6.08 3.53 1.703 0.317 2.437 0.31 0.28 Gravity
C4-21058 C4-21059 15 12.2 0.2459 6.08 3.51 7.05 3.48 2.073 0.000 0 0.07 0.07 Gravity
C4-21058 C4-21089 18 16.4 9.4512 6.08 -1.45 6.40 -3.00 20.892 0.479 7.01 0.21 0.38 Gravity
C4-21059 C4-21065 10 109.3 0.4300 7.05 3.48 10.48 3.01 0.929 0.000 0 0.07 0.07 Gravity
C4-21059 C4-21064 15 57.7 0.2946 7.05 3.48 10.80 3.31 2.267 0.000 0 0.07 0.07 Gravity
C4-21060 C4-21061 6 15.8 10.3797 8.16 6.96 8.32 5.32 1.168 0.0051 0.074 0.07 0.25 Gravity
C4-21061 C4-21063 6 329.1 0.3342 8.32 5.32 6.77 4.22 0.210 0.093 1.354 0.25 0.27 Gravity
C4-21062 C4-21063 8 270.1 0.2777 7.59 4.97 6.77 4.22 0.412 0.059 0.694 0.18 0.27 Gravity
C4-21063 C4-21058 8 163.1 0.4353 6.77 4.22 6.08 3.51 0.515 0.162 2.235 0.27 0.24 Gravity
C4-21064 C4-21065 15 46.9 0.6397 10.80 3.31 10.48 3.01 3.341 0.000 0 0.07 0.07 Gravity
C4-21065 C4-21066 15 93.8 0.5437 10.48 3.01 9.50 2.50 3.079 0.000 0 0.07 0.07 Gravity
C4-21066 C4-21030 12 242.2 0.5822 9.50 2.50 8.00 1.09 1.757 0.000 -0.004 0.07 0.27 Gravity
C4-21067 C4-21068 14 55.0 0.0000 8.30 -1.20 8.38 -1.20 0.000 1.491 1.97 4.05 3.95 Throttled
C4-21068 C4-21069 14 259.7 0.1887 8.38 1.57 5.77 1.08 1.509 1.507 2.497 1.17 1.17 Surcharged
C4-21069 C4-21071 141 110.0 0.18181 5.77 1.081 6.25 0.88 1.481 1.523 2.489 1.16 1.14 Gravity
C4-21070 C4-21071 8 427.6 0.5636 7.65 2.50 6.25 0.09 0.586 0.100 0.416 0.18 1.93 Surcharged
C4-21071 C4-21072 14 142.0 0.1831 6.25 0.88 5.93 0.62 1.487 1.597 2.534 1.13 1.08 Gravit
C4-21072 C4-21073 14 265.0 0.1849 5.93 0.62 7.69 0.13 1.494 1.614 3.152 1.07 0.94 Gravity
C4-21073 C4-21074 14 60.0 0.0000 7.69 -1.80 7.57 -1.80 0.000 1.620 2.194 2.86 2.73 Throttled
C4-21074 C4-21075 18 98.5 0.1421 7.57 -0.06 5.90 -0.20 2.560 2.233 3.107 0.98 0.90 Gravity
C4-21075 C5-21013 18 222.5 0.2652 5.90 -0.20 5.16 -0.79 3.496 2.240 2.663 0.90 1.04 Gravity
C4-21076 C4-21067 14 465.2 0.3009 6.97 2.69 8.30 1.29 1.906 1.466 2.033 1.00 1.57 Surcharged
C4-21078 D4-21086 6 28.2 0.2128 9.35 6.59 9.99 6.53 0.167 0.027 0.607 0.17 0.19 Gravity
C4-21080 C4-21081 18 246.9 0.1580 8.70 -0.11 10.70 -0.50 2.699 2.562 2.2991 1.42 1.45 Gravity
C4-21081 C4-21082 24 429.8 0.1419 10.70 -0.50 12.70 -1.11 5.509 4.818 3.0921 1.44 1.43 Gravity
C4-21082 C4-21083 24 427.4 0.1497 12.70 -1.11 13.60 -1.75 5.659 4.817 3.085 1.43 1.44 Gravity
C4-21083 C4-21084 24 422.7 0.1514 13.60 -1.75 11.50 -2.39 5.690 4.809 3.017 1.43 1.49 Gravity
C4-21084 C4-21085 24 132.0 0.1515 11.50 -2.39 10.50 -2.59 5.692 4.807 2.98 1.48 1.51 Gravity
C4-21085 C4-21086 24 278.9 0.1470 10.50 -2.59 8.00 -3.00 5.607 4.945 3.033 1.50 1.53 Gravity
C4-21086 C4-21087 24 392.1 0.1505 8.00 -3.00 7.81 -3.59 5.673 5.091 3.084 1.52 1.55 Gvit
C4-21087 C4-21089 24 410.9 0.1485 7.81 -3.59 6.40 -4.20 5.634 5.088 3.058 1.54 1.58 Gravitra
C4-21089 C4-21090 30 423.5 0.1511 6.40 -4.20 7.90 -4.84 10.307 5.551 2.086 1.58 1.97 2[2yity
C4-21090 C5-21041 30 405.1 0.1037 7.90 -4.84 9.30 -5.26 8.537 5.555 1.873 1.97 2.21 Gravi[
C4-21091 C4-22014 8 35.0 0.3600 6.49 4.74 6.11 4.61 0.469 0.062 1.261 0.18 0.18 Gravit
C4-21092 D4-21076 6 246.6 0.1906 19.11 16.01 22.54 15.54 0.158 0.122 1.12 0.36 0.49 Gravit
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 7
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth l DS at Peak Flow
(mgd) m d ft s Manhole(ft) Manhole(ft)
C4-22006 C4-21078 6 235.9 0.4409 10.63 7.63 9.35 6.59 0.241 0.014 0.375 0.10 0.17 Gravity
C4-22009 C4-21054 6 210.0 0.5238 8.17 5.78 6.31 4.68 0.263 0.004 0.232 0.08 0.09 Gravity
C4-22010 C4-21054 6 94.2 -0.0955 6.02 4.59 6.31 4.68 -0.112 0.004 0.238 0.18 0.09 Gravity
C4-22014 C4-22015 81 85.0 0.3612 6.11 4.61 6.00 4.31 0.469 0.063 1.214 0.18 0.19,Gravity
C4-22015 C4-21056 [16
170.9 0.3610 6.00 4.31 6.01 3.69 0.469 0.072 0.486 0.19 0.42 Gravity
C4-22021 C4-21092 5.2 1.4808 19.19 16.09 19.11 16.01 8.247 0.003 0.017 0.29 0.36 Gravity
C4-22022 C3-21060 233.1 0.4934 31.08 27.40 33.09 26.25 0.255 0.003 0.242 0.07 0.07 GravitC4-29007 C4-21017 9.5 0.0000 10.33 4.00 10.18 4.00 0.000 0.833 2.729 0.62 0.58 GravityC4-29012 C4-21048 128.3 0.3196 10.00 5.96 10.16 5.55 0.442 0.004 0.021 0.11 0.51 GravitC5-21001 C5-21002 270.1 0.3813 11.25 7.14 8.57 6.11 0.482 0.001 0.034 0.07 0.13 GravitC5-21002 C4-21062 269.8 0.4225 8.57 6.11 7.59 4.97 0.508 0.032 0.63 0.13 0.18 Gravity
C5-21003 C5-21004 8 32.6 0.3374 11.31 6.71 10.97 6.601 0.454 0.0421 1.387 0.151 0.13 Gravity
C5-21004 C5-21042 8 14.5 22.0000 10.97 1.00 10.90 -2.19 3.664 0.042 2.607 0.081 0.08 Gravit
C5-21006 C5-21007 6 267.9 0.4927 6.97 4.69 6.91 3.37 0.255 0.031 0.755 0.14 0.18 Gravity
C5-21007 C5-21008 8 376.6 0.2841 6.91 3.37 5.05 2.30 0.416 0.056 0.766 0.18 0.24 Gravity
C5-21008 C4-21030 8 360.0 0.3361 5.05 2.30 8.00 1.09 0.453 0.119 1.561 0.24 0.27 Gravity
C5-21009 C5-21010 8 321.4 0.4387 7.04 3.21 5.70 1.80 0.517 0.019 0.592 0.11 0.13 Gravity
C5-21010 C4-21074 8 446.6 0.4165 5.70 1.80 7.57 -0.06 0.504 0.047 0.202 0.13 0.98 Surcharged
C5-21011 C5-21012 6 271.5 0.4641 5.31 3.26 3.85 2.00 0.247 0.003 0.203 0.08 0.09 Gravity
C5-21012 C5-29008 6 419.8 0.6346 3.85 2.00 5.74 -0.66 0.289 0.012 0.089 0.09 0.91 Surcharged
C5-21013 C5-21040 24 58.9 0.0730 5.16 -0.79 3.73 -0.83 3.932 2.268 2.164 1.04 1.03 Gravity
C5-21014 C5-21015 8 253.0 0.5534 7.40 3.70 7.60 2.30 0.581 0.003 0.207 0.07 0.07 Gravity
C5-21015 C5-21016 8 300.0 0.6000 7.60 2.20 7.80 0.40 0.605 0.007 0.263 0.08 0.15 Gravity
C5-21016 C5-21017 8 297.7 0.6046 7.80 0.40 7.80 -1.40 0.607 0.054 1.547 0.15 0.15 Gravity
C5-21017 C5-21043 8 258.9 2.9355 7.80 -1.40 8.00 -9.00 1.339 0.057 2.24 0.11 0.11 Gravity
C5-21019 C5-21020 8 148.3 0.8294 8.20 3.40 8.09 2.17 0.711 0.000 0 0.00 0.67 Gravity
C5-21020 C5-21013 8 134.0 0.0000 8.09 2.17 5.16 2.171 0.000 0.000 0 0.67 0.67 Throttled
C5-21021 C5-21022 24 230.0 0.1870 3.90 -1.10 4.92 -1.53 6.323 2.308 2.549 0.85 0.92 Gravity
C5-21022 C5-21023 24 261.7 0.1299 4.92 -1.53 6.13 -1.87 5.271 2.345 2.977 0.92 0.82 Gravity
C5-21023 C5-21024 24 45.2 0.2876 6.13 -1.87 6.85 -2.00 7.841 2.365 2.779 0.821 0.87 Gravity
C5-21024 C5-21025 24 558.2 0.1791 6.85 -2.00 11.16 -3.00 6.189 2.389 1.912 0.87 1.18 Gravity
C5-21025 C5-21031 24 113.9 0.0878 11.16 -3.00 11.33 -3.10 4.332 2.389 1.847 1.18 1.22 Gravity
C5-21026 C5-21027 6 173.8 0.8055 8.72 5.31 7.77 3.91 0.326 0.036 1.063 0.13 0.16 Gravity
C5-21027 C5-21029 6 178.5 0.6387 7.77 3.91 10.27 2.77 0.290 0.051 0.388 0.16 0.72 Surcharged
C5-21028 C5-21029 24 141.0 0.8014 11.30 3.90 10.27 2.77 13.091 1.899 2.882 0.53 0.72 Gravity
C5-21029 C5-21030 24 146.0 0.2123 10.27 2.77 11.40 2.46 6.738 1.947 3.711 0.72 0.61 Gravity
C5-21030 C5-21031 24 39.3 14.1476 11.40 2.46 11.33 -3.10 54.972 1.947 1.504 0.32 1.22 Gravity
C5-21031 C5-21032 36 132.8 0.0753 11.33 -3.10 9.15 -3.20 11.829 4.336 2.563 1.22 1.19 Gravity
C5-21032 C5-21102 36 277.9 0.0288 9.15 -3.20 9.10 -3.28 7.315 4.336 4.303 1.19 0.82 Gravity
C5-21037 C5-29014 51 43.5 0.3862 8.80 -8.08 10.00 -8.24 67.898 20.503 4.989 1.89 1.97 Gravity
C5-21040 C5-21021 24 369.8 0.0722 3.73 -0.83 3.90 -1.10 3.932 2.278 2.761 1.03 0.85 Gravity
C5-21041 C5-21042 36 185.0 0.1027 9.30 -5.26 10.90 -5.45 13.818 12.806 3.639 2.20 2.18 Gravity
C5-21042 C5-21107 36 127.3 0.1728 10.90 -5.45 12.30 -5.67 17.920 12.843 3.516 2.17 2.27 Gravity
C5-21043 C5-21044 16 11.4 0.8596 8.00 -9.25 8.00 -9.35 4.5991 0.286 2.691 0.23 0.23 Gravity
C5-21044 C5-29026 16 116.2 0.8623 8.00 -9.35 8.00 -10.35 4.605 0.286 2.689 0.23 0.23 Gravity
C5-21045 C5-21014 6 593.7 0.49691 9.23 6.65 7.40 3.70 0.256 0.00012
0.07 0.07 Gravity
C5-21101 C5-21102 51 82.5 0.0727 32 10.00 -7.39 9.10 -7.45 29.429 13.1 2.973 2.06 2.06 Gravity
C5-21102 C5-21103 51 266.0 0.1053 9.10 -7.45 9.00 -7.73 35.410 17.463 4.104 2.06 2.01 Gravity
C5-21103 C5-21104 51 291.21 0,09961 9.00 -7.73 9.80 -8.02 34.442 17.4601 4.5431 2.01 1.86 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 8
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Fl d flo Manhole(fl) Manhole(ft)
C5-21104 C5-21037 51 14.1 0.3901 9.80 -8.02 8.80 -8.08 67.898 17.459 4.445 1.86 1.89 Gravity
C5-21106 C5-21107 24 11.2 69.6429 12.00 5.13 12.30 -2.67 121.799 0.311 2.693 0.21 0.21 Gravity
C5-21107 D5-21096 36 316.6 0.1327 12.30 -5.67 13.61 -6.09 15.702 13.141 3.47 2.25 2.33 Gravity
C5-21108 C5-29032 61 140.5 0.5480 10.00 7.97 9.81 7.20 0.269 0.000 0 0.07 0.07,Gravity
C5-22006 C5-21019 10 108.1 0.1832 6.75 3.60 8.20 3.40 0.606 0.000 01 0.00 0.00 Gravity
C5-22008 C5-21023 6 180.0 2.7000 7.16 2.99 6.13 -1.87 0.596 0.004 0.03 0.07 0.82 Surcharged
C5-22009 C5-21006 6 139.1 0.0144 7.26 4.71 6.97 4.69 0.043 0.006 0.235 0.14 0.14 Gravity
C5-23001 C5-27005 12 215.3 0.0000 7.43 -1.94 8.00 -1.94 1.072 2.112 PRESSURE PRESSURE Forcemain
C5-23004 C5-23005 12 20.0 0.0000 8.10 -1.94 8.13 -1.94 1.072 2.112 PRESSURE PRESSURE Forcemain
C5-23005 C5-23006 12 421.6 0.0000 8.08 -1.94 8.10 -1.94- 1.072 2.112 PRESSURE PRESSURE Forcemain
C5-23006 C5-23001 12 80.8 0.0000 8.08 -1.94 7.43 -1.94 - 1.072 2.112 PRESSURE PRESSURE Forcemain
C5-24001 C5-29029 10 13.2 0.1818 8.00 4.19 8.00 4.17 0.606 0.000 0 0.00 0.00 Gravity
C5-27005 C5-29010 8 2321.8 0.0000 8.00 -1.94 8.09 -1.94 1.073 4.754 PRESSURE PRESSURE Forcemain
C5-27006 C5-29031 8 174.8 0.0000 8.00 4.23 8.00 4.23 0.2801 1.241 PRESSURE PRESSURE Forcemain
C5-27010 C5-29028 6 16.1 0.0000 8.00 4.23 8.00 4.23 0.280 2.206 PRESSURE PRESSURE Forcemain
C5-27011 C5-29027 6 16.2 0.0000 8.00 4.23 8.00 4.23 0.000 0 PRESSURE PRESSURE Forcemain
C5-29003 C5-29009SG 30 256.1 -2.6279 7.61 -2.50 11.48 4.23 0.000 0 PRESSURE PRESSURE Forcemain
C5-29008 C5-21013 6 19.9 0.6332 5.74 -0.66 5.16 -0.79 0.289 0.015 -0.132 0.91 1.04 Surcharged
C5-29009 C5-29013 30 691.7 0.0000 11.48 4.23 8.14 4.23 - 0.280 0.088 PRESSURE PRESSURE Forcemain
C5-29014 D5-29010 51 53.5 0.3869 10.00 -8.24 10.00 -8.45 67.898 29.400 7.069 1.97 1.97 Gravit
C5-29020 C5-29021 81 597.6 3.3384 8.24 7.50 10.05 -12.45 0.068 1.855 PRESSURE PRESSURE Forcemain
C5-29027 C5-29028 6 3.3 0.0000 8.00 4.23 8.00 4.23 0.000 D PRESSURE PRESSURE Forcemain
C5-29028 C5-27006 8 3.3 0.0000 8.00 4.23 8.00 4.23 0.280 1.241 PRESSURE PRESSURE Forcemain
C5-29029 C5-22006 10 312.0 0.1830 8.00 4.17 6.75 3.60 0.606 0.000 0 0.00 0.00 Gravil
C5-29031 C5-29009 16 1977.8 0.0000 8.00 4.23 11.48 4.23 - 0.260 0.31 PRESSURE PRESSURE Forcemain
C5-29032 C5-21045 6 100.5 0.5473 9.81 7.20 9.23 6.65 0.268 0.000 0 0.07 0.07 Gravity
C6-21001 C6-21002 6 300.1 0.6465 8.60 1.70 8.60 -0.24 0.292 0.110 1.823 0.63 2.45 Surcharged
C6-21002 C6-21003 6 157.6 0.5393 8.60 -0.24 8.60 -1.09 0.266 0.114 1.984 2.45 3.23 Surcharged
C6-21003 C6-21004 6 272.1 0.6156 8.60 -1.09 9.09 -2.77 0.285 0.105 1.915 3.23 4.78 Surcharged
C6-21004 C6-21005 6 70.7 0.6153 9.09 -2.77 8.50 -3.20 0.285 0.102 1.777 4.78H Surcharged
C6-21005 C6-21011 6 58.4 0.5137 6.50 -3.20 9.60 -3.50 0.260 0.099 2.277 5.18 5.46 Surcharged
C6-21006 C6-21007 8 282.0 0.4504 8.50 2.27 8.60 1.00 0.524 0.094 1.3051 0.20 1.13 Surcharged
C6-21007 C6-21008 8 251.6 0.4491 8.60 1.00 9.10 -0.13 0.524 0.132 1.598 1.13 2.23 Surcharged
C6-21008 C6-21009 8 259.1 0.4400 9.10 -0.13 8.60 -1.27 0.518 0.158 1.951 2.23 3.32 Surcharged
C6-21009 C6-21010 8 242.4 0.4579 8.60 -1.27 9.30 -2.38 0.529 0.151 1.877 3.32 4.39 Surcharged
C6-21010 C6-21011 8 246.6 0.4542 9.30 -2.38 9.60 -3.50 0.527 0.137 2.079 4.39 5.46 Surcharged
C6-21011 PS C6-22001 8 428.9 0.2616 9.60 4.75 8.001 3.63 0.270 1.197 PRESSURE PRESSURE Forcemain
C6-22001 C6-22003 8 1004.6 0.0000 8.00 3.63 8.00 3.63 0.270 1.197 PRESSURE PRESSURE Forcemain
C6-22003 C6-22005 8 292.8 0.0000 8.00 3.63 9.03 3.63 0.270 1.197 PRESSURE PRESSURE Forcemain
C6-22004 C5-29012 8 1111.4 0.0000 8.00 3.63 8.05 3.63 0.270 1.197 PRESSURE PRESSURE Forcemain
C6-22005 C6-22004 8 708.9 0.0000 9.03 3.63 8.00 3.63 0.270 1.197 PRESSURE PRESSURE Forcemain
C7-21001 C7-21002 12 293.9 0.2552 8.68 5.05 10.80 4.30 1.163 0.000 0 0.07 0.07 Gravity
C7-21002 C7-21003 12 180.0 0.2500 10.80 4.30 10.17 3.85 1.152 0.000 0 0.07 0.07 Gravity
C7-21003 C7-21004 12 311.0 0.2572 10.17 3.85 5.30 3.05 1.168 0.000 0 0.07 0.07 Gravity
C7-21004 C7-21005 12 295.01 0.25761 5.30 3.05 8.50 2.29 1.169 0.000 0 0.07 0.07 Gravity
C7-21005 D7-21071 12 320.6 0.2464 8.50 2.29 8.38 1.50 1.143 0.000 -0.004 0.07 0.14 Gravity
C7-21006 C7-21007 8 233.1 0.4848 10.00 4.52 9.00 3.39 0.544 0.001 0.087 0.07 0.08 Gravit
C7-21D07 C7-21008 8 261.8 0.4469 9.00 3.39 8.30 2.22 0.522 0.006 0.167 0.08 0.15 Gravity
C7-21008 C7-21009 10 278.2 0.2983 8.30 2.22 8.90 1.39 0.774 0.046 0.867 0.15 0.65 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 9
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in S Depth
e thole(ft)
at Peak Flow
m d ft/s
C7-21009 C7-21010 10 229.8 0.3046 8.90 1.39 8.30 0.69 0.782 0.062 1.064 0.65 1.35 Surcharged
C7-21010 C7-21011 10 227.1 0.3056 8.30 0.69 9.40 0.00 0.783 0.063 0.739 1.35 2.03 Surcharged
C7-21011 C7-21012 10 247.5 0.3055 9.40 0.00 8.70 -0.76 0.783 0.121 1.498 2.03 2.78 Surcharged
C7-21012 C7-21013 10 301.6 0.2984 8.70 -0.76 9.00 -1.66 0.774 0.117 1.481 2.78 3.66 Surcharged
C7-21013 C7-21014 10 298.4 0.3016 9.00 -1.66 8.60 -2.56 0.778 0.109 1.4 3.66 4.54 Surcharged
C7-21014 C6-21011 10 321.7 0.2922 8.60 -2.56 9.60 -3.50 0.766 0.117 2.013 4.54 5.46 Surcharged
C8-21001 C7-21001 12 242.4 0.2517 9.07 5.66 8.68 5.05 1.156 0.000 0 0.07 0.07 Gravit
D1-21002 D1-21003 6 125.9 4.7657 553.30 547.30 547.80 541.30 0.792 0.055 2.875 0.11 0.10 Gravity
D1-21003 D1-21004 6 225.5 9.7118 547.80 541.30 526.00 519.40 1.130 0.064 3.058 0.10 0.11 Gravity
D1-21004 E1-21025 6 262.4 9.4512 526.00 519.40 504.20 494.60 1.115 0.082 2.989 0.11 0.14 Gravity
D1-21005 D1-21006 6 299.5 7.1786 542.60 536.70 522.00 515.20 0.972 0.007 0.643 0.07 0.07 Gravit
D1-21006 D1-21007 6 148.5 13.4680 522.00 515.20 503.20 495.20 1.331 0.013 0.995 0.07 0.08 Gravity
D1-21007 D1-21008 6 293.0 13.1741 503.20 495.20 465.20 456.601 1.317 0.024 1.5 0.081 0.09 Gravity
Dl-21008 D1-21010 6 189.7 9.5941 465.20 456.60 445.00 438.40 1.124 0.043 2.532 0.09 0.10 Gravity
D1-21009 D1-21008 6 156.0 9.5513 477.40 471.50 465.20 456.60 1.121 0.011 0.652 0.07 0.09 Gravity
D1-21010 132-21002 6 177.6 11.4865 445.00 438.40 426.40 418.00 1.229 0.051 1.564 0.10 0.15 Gravity
D1-21012 D1-21013 6 249.6 10.9776 516.40 510.40 489.20 483.00 1.202 0.019 1.28 0.08 0.09 Gravity
D1-21013 D1-21014 6 287.6 9.4228 489.20 483.00 463.60 455.90 1.114 0.035 2.017 0.09 0.10 Gravity
D1-21014 D2-21001 6 298.2 8.8531 463.60 455.90 436.60 429.50 1.079 0.048 2.439 0.10 0.11 Gravity
D1-21016 D1-21017 6 290.1 9.4105 538.50 535.00 513.50 507.70 1.113 0.009 0.73 0.07 0.07.Gravity
D1-21017 D1-21018 6 269.3 10.9915 513.50 507.70 483.80 478.10 1.203 0.014 1.147 0.07 0.08 Gravit
D1-21018 D2-21038 6 266.0 11.1278 483.80 478.10 454.601 448.50 1.210 0.020 1.259 0.08 0.09 Gravity
D1-22011 D1-21012 6 187.3 5.2322 525.20 520.20 516.40 510.40 0.830 0.008 0.623 0.07 0.08 Gravity
D1-22015 D1-21016 6 151.8 2.8327 544.80 539.30 538.50 535.00 0.611 0.003 0.315 0.07 0.07 Gravity
D2-21001 D2-21002 6 163.9 7.0165 436.60 429.50 426.40 418.00 0.961 0.058 1.783 0.11 0.15 Gravity
D2-21002 D2-21003 6 202.8 3.7475 426.40 418.00 415.40 410.40 0.702 0.118 3.707 0.15 0.15 Gravity
D2-21003 132-21004 6 64.7 4.4822 415.40 410.40 415.10 407.50 0.768 0.122 4.206 0.15 0.15 Gravity
D2-21004 D2-21006 6 250.0 10.6800 415.10 407.50 386.50 380.80 1.186 0.133 3.835 0.13 0.16 Gravity
D2-21005 D2-21004 6 212.9 11.2729 437.60 431.50 415.10 407.50 1.218 0.009 0.345 0.07 0.13 Gravity
D2-21006 D2-21007 6 115.9 4.8318 386.50 380.80 382.60 375.20 0.797 0.145 1.718 0.16 0.34 Gravity
D2-21007 D2-21008 6 316.3 8.6595 382.60 375.20 353.21 347.81 1.068 0.673 8.003 0.30 0.34 Gravity
D2-21008 D2-21009 6 314.0 10.0350 353.21 347.81 321.77 316.30 1.149 0.700 7.978 0.29 0.36 Gravity
D2-21009 D2-21010 6 321.6 9.8072 321.77 316.30 290.18 284.76 1.136 0.724 7.838 0.30 0.38 Gravity
D2-21010 D2-21011 6 328.2 9.5643 290.18 284.76 258.76 253.37 1.122 0.753 9.009 0.31 0.31 Gravity
D2-21011 D2-21012 8 282.7 11.3230 258.76 253.37 229.76 221.36 2.629 0.778 6.692 0.26 0.34 Gravity
D2-21012 D2-21024 8 260.0 8.7038 229.76 221.36 206.27 198.73 2.305 1.130 9.87 0.34 0.34 Gravity
D2-21013 D2-21014 6 213.1 10.6335 349.64 344.73 327.87 322.07 1.183 0.040 1.038 0.091 0.17 Gravity
D2-21014 D2-21015 6 244.1 0.4195 327.87 322.07 324.501 321.05 0.235 0.049 1.151 0.17 0.19 Gravity
D2-21015 D2-21018 6 251.8 0.4194 324.50 321.05 327.36 319.99 0.235 0.061 1.591 0.19 0.17 Gravity
D2-21016 D2-21017 6 97.9 7.3749 347.57 341.27 339.18 334.05 0.985 0.202 5.554 0.17 0.17 Gravity
D2-21017 D2-21018 6 163.3 8.6099 339.18 334.05 327.36 319.99 1.064 0.206 5.369 0.16 0.17 Gravity
D2-21018 D2-21019 6 295.5 13.0051 327.36 319.99 287.03 281.56 1.308 0.275 7.125 0.17 0.17 Gravity
D2-21019 D2-21020 6 298.7 14.6903 287.03 281.56 243.73 237.68 1.390 0.294 4.848 0.17 0.24 Gravity
D2-21020 D2-21021 6 69.0 3.7536 243.73 237.68 241.58 235.09 0.703 0.299 2.987 0.24 0.37 Gravity
D2-21021 D2-21022 6 296.3 1.0192 241.58 235.09 237.87 232.071 0.3661 0.308 3.1541 0.36 0.36 Gravit
D2-21022 D2-21023 6 158.2 3.8053 237.87 232.07 231.41 226.05 0.708 0.320 5.251 0.25 0.24 Gravit
D2-21023 D2-21012 6 103.4 4.5358 231.41 226.05 229.76 221.36 0.773 0.332 3.589 0.24 0.34 Gravit
D2-21024 D2-21025 8 177.6 9.2568 206.27 198.73 188.861 182.291 2.3771 1.1421 7.4911 0.331 0.45 Gravit
D2-21025 D2-21051 8 267.1 7.6825 188.86 182.291 166.891 161.771 2.1651 1.3981 9.4081 0.401 0.45 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 10
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
D2-21026 D2-21027 6 298.4 10.3150 401.28 396.10 370.12 365.32 1.165 0.010 0.71 0.07 0.08 Gravity
D2-21027 D2-21028 6 285.8 10.9027 370.12 365.32 341.61 334.16 1.198 0.028 1.5 0.08 0.10 Gravity
D2-21028 132-21029 6 262.9 4.1347 341.61 334.16 331.15 323.29 0.738 0.041 2.017 0.10 0.11 Gravity
D2-21029 D2-21035 6 177.4 4.6223 331.15 323.29 324.61 315.09 0.780 0.053 1.655 0.11 0.15 Gravity
D2-21030 132-21031 6 125.0 6.6880 449.56 442.98 440.18 434.62 0.938 0.010 0.874 0.07 0.07 Gravit
D2-21031 132-21032 6 299.7 15.0317 440.18 434.52 393.00 389.47 1.406 0.019 1.41 0.08 0.08 Gravit
D2-21032 132-21033 6 305.1 15.4179 393.00 389.47 351.34 342.43 1.424 0.034 1.96 0.08 0.10 Gravity
D2-21033 D2-21034 6 150.6 8.0943 351.34 342.43 336.59 330.24 1.032 0.045 2.504 0.10 0.10 Gravity
D2-21034 132-21035 6 196.0 7.7296 336.59 330.24 324.61 315.09 1.009 0.049 1.523 0.10 0.15 Gravity
D2-21035 D2-21078 6 97.6 3.2295 324.61 315.09 319.30 311.94 0.652 0.105 3.002 0.15 0.16 Gravity
D2-21036 D2-21037 6 289.7 5.2330 311.34 306.21 297.17 291.05 0.830 0.138 3.637 0.15 0.17 Gravity
D2-21037 D2-21044 6 115.6 3.7803 297.17 291.05 292.17 286.68 0.705 0.146 3.966 0.17 0.17 Gravity
D2-21038 D2-21039 6 176.0 3.3523 454.60 448.50 447.90 442.60 0.664 0.024 1.81 0.09 0.08 Gravity
D2-21039 D2-21040 6 300.9 14.9551 447.90 442.60 403.40 397.60 1.403 0.029 2.091 0.08 0.08 Gravity
D2-21040 D2-21041 6 114.3 14.9493 403.40 397.60 385.80 380.51 1.403 0.034 2.337 0.08 0.09 Gravity
D2-21041 D2-21042 6 234.8 14.9502 385.80 380.51 350.79 345.41 1.403 0.039 2.53 0.09 0.09 Gravity
D2-21042 D2-21043 6 302.2 14.9504 350.79 345.41 305.62 300.23 1.403 0.046 2.714 0.09 0.10 Gravity
D2-21043 D2-21044 6 124.0 10.9274 305.62 300.23 292.17 286.68 1.199 0.049 1.581 0.10 0.15 Gravity
D2-21044 D2-21045 6 226.0 12.1637 292.17 286.68 266.13 259.19 1.265 0.195 5.065 0.15 0.17 Gravity
D2-21045 D2-21046 6 123.2 6.5341 266.13 259.19 255.79 251.14 0.927 0.197 5.123 0.17 0.17 Gravity
D2-21046 D2-21047 6 268.0 15.5448 255.79 251.14 217.90 209.48 1.430 0.208 4.598 0.14 0.19 Gravity
D2-21047 132-21049 6 315.8 4.7910 217.90 209.48 199.63 194.35 0.794 0.222 4.465 0.19 0.21 Gravity
D2-21048 D2-21049 6 117.9 1.6031 200.64 196.24 199.63 194.35 0.459 0.010 0.194 0.08 0.21 Gravity
D2-21049 D2-21050 6 188.8 4.3273 199.63 194.35 191.33 186.18 0.755 0.240 4.21 0.21 0.23 Gravity
D2-21050 D2-21025 6 131.1 2.9672 191.33 186.18 188.86 182.29 0.625 0.248 2.07 0.23 0.45 Gravity
D2-21051 D2-21052 8 317.0 8.3407 166.89 161.77 143.71 135.33 2.256 1.413 6.03 0.39 0.76 Surcharged
D2-21052 D2-21073 8 247.5 8.4040 143.71 135.53 124.56 114.73 2.265 1.667 6.431 0.43 6.38 Surcharged
D2-21053 D2-21054 6 95.0 3.2000 324.79 316.79 320.03 313.75 0.649 0.008 0.696 0.08 0.08 Gravity
D2-21054 D2-21055 6 160.0 12.6063 320.03 313.75 298.68 293.58 1.288 0.017 1.37 0.08 0.08 Gravit
D2-21055 D2-21056 6 175.4 14.4698 298.68 293.58 275.40 268.20 1.380 0.021 1.183 0.08 0.10 Gravity
D2-21056 132-21059 6 102.5 14.1951 275.40 268.20 258.96 253.65 1.367 0.065 3.568 0.10 0.10 Gravity
D2-21057 D2-21058 6 146.9 2.5868 298.50 283.60 282.50 279.80 0.583 0.036 2.161 0.11 0.09 Gravity
D2-21058 D2-21056 6 169.5 6.8437 282.50 279.80 275.40 268.20 0.949 0.038 2.155 0.09 0.10 Gravity
D2-21059 D2-21061 6 193.9 15.1882 258.96 253.65 238.55 224.20 1.414 0.072 2.501 0.10 0.14 Gravity
D2-21060 D2-21061 6 273.4 0.3182 228.24 225.07 238.55 224.20 0.205 0.016 0.569 0.11 0.14 Gravity
D2-21061 D2-21062 6 122.0 3.7869 238.55 224.20 225.81 219.58 0.706 0.092 3.452 0.14 0.14 Gravity
D2-21062 D2-21063 6 147.0 12.8844 225.81 219.58 205.97 200.64 1.302 0.099 4.688 0.11 0.11 Gravity
D2-21063 D2-21064 6 168.5 15.8635 205.97 200.64 180.38 173.91 1.445 0.108 4.292 0.11 0.13 Gravity
D2-21064 D2-21066 6 201.5 13.3002 180.38 173.91 154.67 147.11 1.323 0.1341 2.647 0.13 0.21 Gravity
D2-21065 D2-21064 6 232.0 7.1379 195.08 190.47 180.38 173.91 0.969 0.017 0.678 0.08 0.13 Gravity
D2-21066 D2-21068 6 239.2 1.6597 154.67 147.11 148.34 143.14 0.467 0.154 1.983 0.21 0.29 Gravity
D2-21067 D2-21068 6 149.7 2.7054 153.52 147.19 148.34 143.14 0.597 0.014 0.18 0.08 0.29 Gravity
D2-21068 D2-21069 6 239.4 0.6266 148.34 143.14 151.37 141.64 0.287 0.177 2.014 0.29 0.33 Gravity
D2-21069 D2-21070 6 94.9 0.4953 151.37 141.64 150.87 141.17 0.255 0.185 2.56 0.32 0.28 Gravit
D2-21070 D2-21052 6 285.4 1.9762 150.87 141.17 143.71 135.53 0.510 0.198 1.504 0.23 0.55 Surchar ed
D2-21071 D2-21072 6 178.1 2.2235 151.21 145.70 147.27 141.74 0.541 0.032 1.347 0.11 0.12 Gravity
D2-21072 D2-21052 6 300.7 2.1317 147.27 141.74 143.71 135.33 0.530 0.050 0.377 0.12 0.75 unchanged
D2-21073 C2-21004 8 348.4 3.5419 124.561 114.73 108.021 102.39 1.4701 1.6801 7.6271 6.29 1.93 Throttled
D2-21078 132-21036 6 177.3 3.23071 319.301 311.941 311.341 306.21 0.6521 0.1201 3.6981 0.16 0.15 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 11
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximuMaximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth IS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
D3-21003 D3-21007 8 132.1 1.0371 77.36 74.96 76.90 73.59 0.795 0.046 1.159 0.13 0.15 Gravity
D3-21004 D3-21085 8 391.8 4.4844 102.39 95.05 83.48 77.48 1.654 0.018 0.985 0.08 0.09 Gravity
D3-21007 D3-21086 8 198.2 0.7669 76.90 73.59 79.15 72.07 0.684 0.068 1.768 0.15 0.15 Gravity
D3-21008 133-21084 6 184.0 4.9402 97.64 94.09 88.80 85.00 0.806 0.026 1.701 0.09 0.09 Gravity
133-21009 133-21014 8 138.6 1.96251 80.01 76.32 81.29 73.60 1.094 0.035 0.149 0.10 0.73 Surcharged
D3-21010 133-21011 6 219.3 0.7661 79.22 73.35 80.13 71.67 0.318 0.004 0.237 0.07 0.09 Gravi
D3-21011 133-21012 6 281.3 1.4433 80.13 71.67 74.17 67.61 0.436 0.013 0.418 0.09 0.15 Gravity
D3-21012 D4-21095 10 133.8 1.7265 74.17 67.61 66.80 65.30 1.861 0.087 0.271 0.15 0.83.Gravity
D3-21014 D3-21015 10 305.0 1.0164 81.29 73.60 77.80 70.50 1.428 1.366 4.578 0.71 0.66 Gravit
D3-21015 D4-21095 10 299.6 1.7356 77.80 70.50 66.80 65.30 1.866 1.392 3.922 0.54 0.83 Gravity
D3-21017 D3-21014 10 149.7 1.2091 81.41 75.41 81.29 73.60 1.558 0.429 1.341 0.31 0.73 Gravity
D3.21018 D3-21019 6 125.0 0.3280 82.45 76.87 81.32 76.46 0.208 0.003 0.21 0.08 0.08 Gravity
D3-21019 133-21020 6 100.0 0.7700 81.32 76.46 81.19 75.69 0.318 0.0061 0.392 0.08 0.09 Gravity
D3-21020 133-21021 6 166.5 1.8739 81.19 75.69 78.57 72.57 0.497 0.017 1.006 0.09 0.10 Gravity
D3-21021 133-21015 8 143.1 1.4465 78.57 72.57 77.80 70.50 0.940 0.023 0.111 0.10 0.56 Gravity
D3-21022 D4-21052 6 127.0 2.3071 78.79 73.07 74.64 70.14 0.551 0.006 0.286 0.07 0.11 Gravity
D3-21022 D3-21021 8 50.4 0.9921 78.79 73.07 78.57 72.57 0.778 0.004 0.179 0.07 0.10 Gravity
D3-21023 D3-21003 6 144.1 0.5968 78.62 75.82 77.36 74.96 0.280 0.010 0.404 0.09 0.13 Gravity
D3-21024 D3-21026 6 456.0 0.4561 82.97 79.82 82.49 77.74 0.245 0.027 0.432 0.13 0.25 Gravity
D3-21026 D3-21027 6 50.1 0.6188 82.49 77.74 83.13 77.431 0.286 0.126 2.223 0.25 0.23 Gravity
133-21027 D3-21030 6 149.2 2.0845 83.13 77.45 80.04 74.34 0.524 0.139 1.273 0.19 0.41 Gravity
D3-21028 D3-21029 6 259.2 1.8634 85.48 81.89 81.96 77.06 0.495 0.051 1.608 0.13 0.15 Gravity
D3-21029 133-21030 6 158.2 1.7193 81.96 77.06 80.04 74.34 0.476 0.076 0.697 0.15 0.41 Gravity
D3-21030 D3-21031 6 153.0 0.4706 80.04 74.34 78.72 73.62 0.249 0.233 2.811 0.40 0.31 Gravity
D3-21031 D3-21036 6 149.5 3.2910 78.72 73.62 75.70 68.70 0.658 0.240 1.66 0.22 2.55 Surcharged
D3-21032 D3-21033 6 53.0 1.1887 75.20 72.00 75.33 71.37 0.396 0.034 0.895 0.12 0.23 Gravity
D3-21033 133-21035 6 162.0 0.2901 75.33 71.37 74.90 70.90 0.195 0.042 0.843 0.23 0.66 Surcharged
D3-21034 D3-21035 6 100.0 0.3500 76.60 71.25 74.90 70.90 0.215 0.024 0.418 0.32 0.66 Surcharged
D3-21035 D3-22006 6 193.1 0.4827 74.90 70.90 75.191 69.97 0.252 0.080 1.302 0.66 1.51 Surchar ed
D3-21036 D3-21037 6 157.2 0.5725 75.70 68.70 72.49 67.80 0.275 0.358 2.56 2.54 1.82 Throttled
D3-21037 D3-21038 6 139.3 0.4379 72.49 67.80 72.94 67.19 0.2401 0.362 2.698 1.80 0.95 Throttled
D3-21038 D3-21041 6 142.6 0.6942 72.94 67.19 70.25 66.20 0.302 0.362 3.437 0.92 0.39 Throttled
D3-21039 D3-21081 6 151.7 7.3237 72.73 68.48 66.36 57.37 0.982 0.059 0.43 0.11 1.48 Surcharged
133-21040 D3-21041 6 102.5 1.2976 72.88 67.53 70.25 66.20 0.413 0.010 0.117 0.08 0.34 Gravity
D3.21041 D3-21080 6 150.3 2.1224 70.25 66.20 66.01 63.01 0.529 0.388 4.416 0.33 0.33 Gravity
D3-21042 D3-21045 8 149.0 2.1745 62.89 58.53 57.53 55.29 1.152 0.230 1.713 0.21 0.38 Gravity
D3-21042 D3-21043 6 205.0 0.2780 62.89 58.53 69.41 57.96 0.191 0.065 1.74 0.21 0.17 Gravity
D3-21043 133-21046 6 150.0 2.1467 69.41 57.96 58.12 54.74 0.532 0.110 1.923 0.17 0.23 Gravity
D3-21044 D4-21069 8 298.1 3.5928 61.94 57.37 50.01 46.66 1.481 0.287 4.728 0.21 0.21 Gravity
D3-21045 D3-21046 8 205.1 0.2682 57.53 55.29 58.12 54.74 0.405 0.246 2.588 0.38 0.29IGravity
D3-21046 D3-21047 8 150.0 3.8267 58.12 54.74 52.16 49.00 1.528 0.356 3.603 0.23 0.30 Gravity
D3-21047 D3-21048 8 102.6 1.4620 52.16 49.00 51.90 47.50 0.944 0.378 3.831 0.30 0.30 Gravity
03-21048 D3-21049 6 140.1 4.2755 51.90 47.50 44.71 41.51 0.750 0.400 4.908 0.27 0.31 Gravity
D3-21049 D4-21070 8 277.1 1.8658 44.71 41.51 39.59 36.34 1.067 0.437 2.687 0.31 0.45 Gravity
D3-21050 D3-21032 6 304.1 0.8057 77.75 74.45 75.20 72.00 0.326 0.021 0.947 0.11 0.12 Gravity
D3-21051 D3-21052 6 198.4 11.3458 177.72 171.50 155.48 148.99 1.222 0.023 1.618 0.08 0.09 Gravity
D3-21052 D3-21053 6 218.8 3.6335 155.48 148.95 147.33 141.00 0.691 0.070 2.513 0.13 0.14 Gravity
D3-21053 D3-21055 6 343.7 6.02271 147.0431 141.001 25.89 120.30 0.890 0.110 3.9351 0.14 0.14 Gravi
D3-21054 D3-21055 8 255.81 10.9109 151.54 147.421 125.891 119.51 2.581 0.072 1 Ali n ini 0.17 Gravi
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Vippendix A.As Page 12
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(H) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d H7s Manhole(ft) Manhole(ft)
D3-21055 D3-21056 8 368.2 6.5100 125.89 119.51 101.32 95.54 1.993 0.224 2.247 0.17 0.30 Gravit
D3-21056 D3-21058 10 324.4 0.4316 101.32 95.54 97.83 94.14 0.930 0.253 2.443 0.30 0.28 Gravity
D3-21057 D3-21058 6 110.0 0.9091 99.20 95.08 97.83 94.08 0.346 0.022 0.445 0.11 0.21 Gravity
D3-21058 D3-21059 10 140.7 3.1841 97.83 94.08 94.90 89.60 2.527 0.285 3.646 0.21 0.23 Gravity
D3-21059 D3-21061 10 258.2 2.2967 94.90 89.60 89.25 83.67 2.147 0.301 3.6 0.23 0.24 Gravity
D3-21060 D3-21061 6 132.0 1.0985 90.43 85.25 89.25 83.80 0.380 0.016 1.106 0.10 0.11 Gravity
D3-21061 D3-21066 10 140.3 2.2452 89.25 83.67 85.96 80.52 2.122 0.338 3.076 0.24 0.29 Gravity
D3-21062 D3-21064 6 310.5 2.8406 100.02 95.09 93.75 86.27 0.611 0.048 2.221 0.11 0.11 Gravity
D3-21064 D3-21083 8 115.0 1.5261 93.75 86.13 88.00 84.38 0.965 0.100 2.282 0.16 0.17 Gravity
D3-21064 D3-21063 6 173.0 -3.9306 93.75 86.13 101.99 92.93 -0.719 -0.032 -1.85 0.16 0.10 Gravity
D3-21065 D3-21066 6 344.5 0.4296 85.42 82.161 85.96 80.68 0.238 0.147 2.355 0.29 0.25 Gravity
D3-21066 D3-21068 10 146.4 2.1926 85.96 80.52 83.15 77.31 2.097 0.500 3.5831 0.29 0.35 Gravit
D3-21067 D3-21068 6 260.3 2.6585 90.65 84.23 83.15 77.31 0.592 0.019 0.2 0.09 0.35 Gravity
D3-21068 D3-21070 10 220.4 1.2568 83.15 77.31 78.94 74.54 1.586 0.539 3.862 0.35 0.35 Gravity
D3-21069 D3-21070 6 272.9 2.1693 85.86 80.48 78.94 74.56 0.534 0.019 0.26 0.09 0.28 Gravity
D3-21070 D3-21071 10 165.6 2.6449 78.94 74.54 75.85 70.16 2.304 0.582 3.522 0.30 0.40 Gravity
D3-21071 D3-21072 10 370.9 0.9383 75.85 70.16 71.90 66.68 1.372 0.604 3.741 0.40 0.39 Gravity
D3-21072 C3-21042 10 248.6 1.1987 71.90 66.68 69.32 63.70 1.551 0.652 4.044 0.39 0.39 Gravity
D3-21073 133-21074 6 196.7 1.9115 73.79 68.91 70.30 65.15 0.502 0.033 1.211 0.11 0.13 Gravity
D3-21074 D3-21075 6 378.3 2.0169 70.30 65.15 63.04 57.52 0.515 0.061 1.777 0.13 0.16 Gravity
D3-21075 C3-21055 6 256.0 2.53911 63.04 57.52 55.20 51.02 0.578 0.104 3.311 0.16 0.16 Gravity
D3-21076 D3-21077 6 278.0 1.4496 97.33 92.10 92.48 88.07 0.437 0.012 0.717 0.09 0.09 Gravity
D3-21077 C3-21021 6 135.3 5.9128 92.48 88.07 84.89 80.07 0.882 0.034 0.928 0.09 0.17 Gravity
D3-21078 C3-21021 6 132.0 3.7424 91.17 85.28 84.89 80.34 0.702 0.013 1.016 0.08 0.08 Gravity
D3-21079 D3-21017 6 127.7 7.6586 89.68 85.19 81.41 75.41 1.004 0.014 0.178 0.08 0.31 Gravity
D3-21080 D3-21042 8 150.2 2.9827 66.01 63.01 62.89 58.53 1.349 0.271 4.369 0.21 0.21 Gravity
D3-21080 D3-21082 8 288.0 0.8056 66.01 63.011 69.19 60.69 0.701 0.141 2.092 0.21 0.23 Gravity
D3-21081 133-21044 8 148.1 0.4321 66.36 58.53 61.94 57.89 0.514 0.221 2.482 0.32 0-28[Gravity
D3-21082 D3-21081 8 289.5 0.7461 69.19 60.69 66.36 58.53 0.675 0.152 1.487 0.23 0.321Gravity
D3-21083 D3-21065 8 145.2 1.5255 88.00 84.38 85.42 82.16 0.965 0.111 1.159 0.17 0.29 Gravity
D3-21084 D3-21009 8 157.5 5.5111 88.80 85.00 80.01 76.32 1.834 0.031 1.41 0.09 0.10 Gravity
D3-21085 D3-21007 8 159.6 2.4373 83.48 77.48 76.90 73.59 1.220 0.021 0.524 0.09 0.15 Gravity
D3-21086 D3-21087 8 228.4 0.9063 79.15 72.07 80.89 70.00 0.744 0.070 2.006 0.15 0.15 Gravity
D3-21087 133-21012 10 146.9 1.6270 80.89 70.00 74.17 67.61 1.807 0.070 1.652 0.14 0.15 Gravity
D3-21088 D3-21003 9 254.5 6.8134 96.12 92.30 77.36 74.96 2.791 0.032 0.986 0.09 0.13 Gravity
D3-21089 D3-21088 61 240.7 7.8106 117.60 111.40 96.12 92.60 1.014 0.023 1.678 0.08 0.08 Gravity
D3-22001 D3-21024 6 96.0 5.8125 89.05 85.40 82.97 79.82 0.875 0.004 0.148 0.07 0.13 Gravity
D3-22002 D3-21032 6 93.0 12.01081 85.67 83.17 75.20 72.00 1.257 0.009 0.408 0.07 0.12 Gravity
D3-22003 D3-21036 6 108.7 0.4821 75.31 69.22 75.70 68.70 0.252 0.120 0.845 2.14 2.55 Surcharged
D3-22004 D3-22003 6 17.9 0.4860 75.27 69.31 75.31 69.22 0.252 0.113 1.527 2.07 2.14 Surcharged
D3-22005 D3-22004 6 115.9 0.4823 75.23 69.87 75.27 69.31 0.252 0.100 1.381 1.59 2.07 Surcharged
D3-22006 D3-22005 6 20.5 0.4780 75.191 69.97 75.23 69.87 0.252 0.093 1.478 1.50 1.59 Surcharged
D3-22007 D3-21034 6 105.0 3.8857 76.27 75.33 76.60 71.25 0.715 0.009 0.399 0.08 0.32 Gravity
D3-22008 D3-21023 6 174.9 1.8239 81.65 79.01 78.62 75.821 0.490 0.005 0.287 0.07 0.09 Gravity
D3-22009 D3-21039 6 231.4 4.6111 81.97 79.15 72.73 68.48 0.7791 0.021 1.086 0.09 0.11 Gravity
D3-22010 D4-21049 6 256.0 7.5391 80.27 79.47 64.32 60.17 0.9961 0.008 0.062 0.071 0.52 Surcharged
D4-21001 D5-21069 10 300.01 2.5740 44.50 33.30 40.30 25.58 2.272 0.579 4.926 0.30 0.31 Gravity
D4-21002 D4-21003 6 160.3 0.6176 41.76 35.95 39.81 34.96 0.285 0.010 0.162 0.09 0.24 Gravity
D4-21003 D4-21005 8 300.0 1.1500 39.81 34.96 34.20 31.51 0.838 0.210 2.916 0.241 0.24 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.As Page 13
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
ak
Pipe Full PePeakMaximumMaximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mg d) m d ft/s Manhole(ft) Manhole(ft)
D4-21004 D4-21003 8 316.0 0.2785 40.65 35.84 39.81 34.96 0.412 0.173 2.364 0.31 0.25 Gravity
D4-21005 D4-21007 8 300.0 2.4900 34.20 31.51 29.35 24.04 1.233 0.260 2.166 0.22 0.35 Gravity
D4-21006 134-21005 6 465.1 0.4601 37.83 33.65 34.20 31.51 0.246 0.016 0.295 0.11 0.22 Gravit
D4-21006 D4-21001 6 184.7 0.1895 37.83 33.65 44.50 33.30 0.158 0.010 0.13 0.11 0.30 Gravity
D4-21007 D4-21010 B 138.8 0.4899 29.35 24.04 27.75 23.36 0.547 0.287 2.038 0.35 0.40 Gravity
04-21008 D4-21007 6 225.0 0.3422 27.81 24.81 29.35 24.04 0.212 0.009 0.095 0.10 0.35 Gravity
D4-21008 D4-29005 6 151.1 1.6228 27.81 24.81 28.36 22.36 0.462 0.020 0.214 0.10 0.34 Gravity
D4-21009 D4-21008 6 200.0 3.7550 38.86 32.32 27.81 24.81 0.703 0.011 0.677 0.08 0.10 Gravity
D4-21010 D4-21011 8 18.3 0.0546 27.75 23.36 28.04 23.35 0.183 0.287 2.654 0.40 0.32 Gravity
D4-21011 D4-29005 10 223.8 0.4433 28.04 23.35 28.36 22.36 0.943 0.287 2.138 0.32 0.34 Gravity
D4-21014 D4-21016 18 194.9 2.0267 47.74 41.60 44.70 37.65 9.668 3.836 7.184 0.67 0.71 Gravity
D4-21016 D4-21018 18 115.2 1.7361 44.70 37.65 42.70 35.65 8.9471 3.845 6.867 0.71 0.74 Gravity
D4-21018 D4-21020 18 144.1 1.5267 42.70 35.65 40.20 33.45 8.390 3.862 6.725 0.74 0.75 Gravity
D4-21020 D4-21021 18 221.5 1.3995 40.20 33.45 36.60 30.35 8.033 3.880 6.77 0.75 0.75 Gravity
D4-21021 D4-21022 18 242.6 1.9786 36.60 30.35 32.70 25.55 9.552 3.903 7.672 0.69 0.69 Gravity
D4-21022 134-21023 18 306.9 4.1251 32.70 25.55 27.63 12.89 13.791 3.952 8.892 0.57 0.80 Gravity
D4-21023 D4-21025 24 24.6 1.6260 27.63 12.66 27.42 12.26 18.641 5.052 3.506 1.03 1.34 Gravity
D4-21025 D4-21091 24 250.7 0.4108 27.421 12.27 28.30 11.24 9.373 7290 5.683 1.31 1.21 Gravity
D4-21027 D4-21028 18 13.6 0.5882 28.14 11.23 28.18 11.15 5.209 0.018 0.045 0.49 0.57 Gravity
D4-21028 D4-21097 18 174.9 -0.2230 28.18 11.15 24.29 11.54 -3.206 0.018 0.231 0.57 0.18 Gravity
D4-21029 D4-21030 18 290.0 -0.3585 21.40 7.75 18.92 8.79 4.066 0.067 1.047 1.21 0.16 Gravity
D4-21030 D4-21031 18 273.3 0.4354 18.92 8.79 13.05 7.60 4.481 0.067 1.223 0.15 0.14 Gravity
D4-21031 D5-21078 18 120.0 0.4833 13.05 7.60 13.92 7.02 4.721 0.067 0.515 0.14 0.26 Gravity
D4-21032 D4-21033 6 146.0 -0.6712 24.85 14.82 18.36 15.80 -0.297 0.009 0.487 1.08 0.10 Surcharged
D4-21033 D4-21034 6 134.0 0.8187 18.36 15.80 20.36 14.70 0.328 0.016 0.782 0.10 0.11 Gravity
D4-21034 D4-21035 6 156.0 0.8186 20.36 14.70 18.36 13.43 0.328 0.022 0.947 0.11 0.12 Gravity
D4-21035 D4-21036 6 151.0 0.6530 18.36 13.43 16.44 12.44 0.293 0.027 1.501 0.12 0.12 Gravity
D4-21036 D4-21041 6 16.7 -1.4970 16.44 12.19 16.90 12.44 -0.444 0.007 0.4 0.34 0.10 Gravity
D4-21036 D5-21078 6 122.9 4.4101 16.44 12.44 13.92 7.02 0.762 0.026 0.3951 0.09 0.26 Gravity
D4-21037 D4-21038 8 145.0 1.1379 24.27 17.38 20.73 15.73 0.833 0.027 1.099 0.10 0.11 Gravity
D4-21038 D4-21039 6 135.0 1.0963 20.73 15.73 21.21 14.25 0.380 0.027 0.572 0.11 0.20 Gravity
D4-21039 D4-21040 6 155.2 0.6714 21.21 14.25 18.33 13.21 0.297 0.086 1.855 0.20 0.20 Gravity
D4-21040 D4-21041 6 151.5 0.6719 18.33 13.21 16.90 12.19 0.297 0.086 1.348 0.20 0.25 Gravity
D4-21041 D5-21078 6 143.1 0.7827 16.90 12.19 13.92 11.07 0.321 0.151 2.368 0.25 0.25 Gravity
D4-21042 D4-21043 6 300.0 3.2733 59.53 52.83 46.67 43.01 0.656 0.094 1.685 0.14 0.23 Gravity
D4-21043 134-21057 8 250.0 0.7840 46.67 43.01 49.53 41.05 0.692 0.155 1.874 0.23 0.26 Gravity
D4-21044 D4-21045 8 135.0 10.1407 70.17 61.51 53.87 47.82 2.488 0.006 0.045 0.07 0.38 Gravity
D4-21045 D4-21058 12 165.0 5.3455 53.87 47.82 45.96 39.00 5.325 1.554 6.338 0.38 0.49 Gravity
D4-21046 D4-21045 12 40.2 1.8159 53.23 48.55 53.87 47.82 3.104 1.531 5.944 0.51 0.51 Gravity
D4-21047 D4-21046 10 250.0 1.1280 54.85 51.371 53.23 48.55 1.504 1.530 4.891 0.94 0.69 Throttled
D4-21048 D4-21047 10 200.0 2.6450 62.40 56.66 54.85 51.37 2.304 1.526 4.6 0.51 1.00 Surcharged
D4-21049 D4-21048 10 131.0 2.6794 64.32 60.17 62.40 56.66 2.319 1.526 6.537 0.50 0.53 Gravity
D4-21050 D4-21049 10 155.0 3.1806 66.90 65.10 64.32 60.17 2.526 1.500 6.462 0.47 0.52 Gravity
D4-21051 D4-21050 8 116.5 3.5365 74.12 69.22 66.901 65.10 1.469 0.021 0.116 0.09 0.49 Gravity
D4-21052 D4-21051 6 145.6 0.6319 74.64 70.14 74,121 69.220.288 0.021 1.401 0.11 0.11 Gravity
04-21053 D4-21052 6 208.3 7.6140 91.85 86.00 74.64 70.14 1.001 0.0090.448 0.07 0.11 Gravity
D4-21054 D3-21020 6 258.2 0.5035 83.02 76.99 81.19 75.69 0.257 0.006 0.381 0.08 0.09 Gravity
D4-21054 D4-22003 6 170.7 0.2402 83.02 76.99 82.58 76.58 0.178 0.004 0.337 0.08 0.08 Gravity
D4-21055 E4-22025 6 209.8 1.6969 96.05 91.151 91.971 87.59 0.473 0.0201 0,5991 o.ini 0.16 Gravit
P:\136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.As Page 14
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream ;E4-21016
ownstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth l DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(fl)
D4-21056 6 358.4 0.7785 47.00 41.74 41.40 38.95 0.320 0.017 0.508 0.10 0.15 GravitD4-21057 058 8 340.0 0.6029 49.53 41.05 45.96 39.00 0.607 0.187 1.052 0.26 0.49 GravitD4-21058 060 12 300.0 3.1133 45.96 39.00 34.00 29.66 4.064 1.839 7.476 0.49 0.49 GravitD4-21059 2026 6 243.0 0.1852 35.99 32.55 35.63 32.10 0.156 0.073 1.768 0.25 0.18 Gravity
D4-21060 134-21061 12 140.0 3.5714 34.00 29.64 30.00 24.64 4.353 1.987 7.507 0.491 0.52 Gravity
D4-21061 134-21062 12 160.0 2.9625 30.00 24.64 26.00 19.90 3.964 2.008 6.641 0.51 0.58 Gravity
D4-21062 D4-21064 15 300.0 1.5533 26.00 19.90 20.50 15.24 5.204 2.142 2.559 0.57 2.26 Surcharged
D4-21063 D4-21062 6 456.1 2.6595 36.66 32.03 26.00 19.90 0.592 0.067 0.509 0.13 0.58 Surcharged
D4-21064 D4-21065 15 300.0 0.2967 20.50 15.24 18.79 14.35 2.274 3.084 3.744 2.21 1.44 Throttled
134-21065 D4-21079 15 38.0 0.3500 18.79 14.35 18.20 14.22 2.472 3.169 3.9 1.40 1.31 Throttled
D4-21066 134-21067 20 49.0 0.4082 18.23 13.88 17.97 13.68 5.745 3.341 4.616 0.88 0.85 Gravity
D4-21067 D4-21080 20 16.0 0.8125 17.97 13.68 18.00 13.55 8.106 2.239 3.046 0.78 0.86 Gravity
D4-21067 D4-21068 18 397.4 0.0906 17.97 13.68 22.23 13.32 2.044 1.101 1.925 0.78 0.75 Gravity
D4-21068 D4-21089 18 196.9 0.1067 22.23 13.32 24.99 13.11 2.218 1.101 1.954 0.75 0.75 Gravity
D4-21069 D4-21070 8 143.4 7.1967 50.01 46.66 39.59 36.34 2.096 0.332 2.038 0.19 0.45 Gravity
D4-21070 D4-21071 8 225.2 1.7052 39.59 36.34 35.80 32.50 1.020 0.772 4.909 0.44 0.44 Gravity
D4-21071 D4-21072 8 160.0 4.5813 35.80 32.50 29.26 25.17 1.672 0.807 3.055 0.33 FULL Throttled
D4-21072 D4-21073 8 50.0 0.4600 29.26 25.17 30.12 24.94 0.530 0.706 2.968 FULL 4.06 Throttled
D4-21073 D4-21102 8 150.8 0.7029 30.12 24.94 28.00 23.88 0.655 0.748 3.137 4.04 3.78 Throttled
D4-21074 D4-21075 8 400.0 0.5525 27.08 22.83 28.27 20.62 0.581 0.796 4.04 3.49 1.55 Throttled
D4-21075 D4-21064 8 390.0 1.3795 28.27 20.62 20.50 15.24 0.918 0.836 3.443 1.52 2.26 Surcharged
D4-21076 D4-21077 6 250.0 0.1880 22.54 15.54 23.83 15.07 0.157 0.146 1.748 0.49 0.53 Surcharged
D4-21077 D4-21078 8 112.4 0.4893 23.83 15.07 19.19 14.52 0.547 0.169 0.899 0.53 1.02 Surcharged
D4-21078 D4-21079 8 30.8 0.1299 19.19 14.52 18.20 14.48 0.282 0.173 1.468 1.02 1.04 Surcharged
D4-21079 D4-21066 15 96.1 0.3507 18.20 14.22 18.23 13.88 2.472 3.341 5.318 1.27 0.92 Throttled
D4-21080 D4-21101 24 391.0 0.1637 18.00 13.55 23.00 12.91 5.916 2.237 2.429 0.86 0.95 Gravity
D4-21083 D4-21084 6 294.3 3.3979 23.25 18.70 15.70 8.70 0.669 0.068 1.907 0.13 0.16 Gravity
D4-21084 134-21086 12 290.0 0.7483 15.70 8.70 9.99 6.53 1.992 0.098 1.435 0.16 0.19 Gravity
D4-21085 D4-21105 6 159.9 1.7573 21.57 18.48 19.07 15.67 0.481 0.000 -0.002 0.07 0.12 Gravity
D4-21086 C4-21055 12 290.0 0.8552 9.99 6.53 6.55 4.05 2.130 0.150 0.94 0.19 0.35 Gravity
D4-21087 D4-21088 6 146.5 1.7884 17.02 13.42 13.21 10.80 0.485 0.075 1.979 0.15 0.17 Gravity
D4-21088 C4-21061 6 517.6 1.0587 13.21 10.80 8.32 5.32 0.373 0.077 1.239 0.17 0.25 Gravity
134-21089 134-21023 18 185.0 0.1189 24.99 13.11 27.63 12.89 2.342 1.100 2.623 0.75 0.80 Gravity
134-21091 D4-21092 24 446.6 0.4344 28.30 10.88 20.60 8.94 9.638 7.290 5.682 1.30 1.21 Gravity
D4-21092 134-21093 24 438.9 0.6243 20.60 8.94 13.70 6.20 11.554 7.290 6.017 1.15 1.15 Gravity
D4-21093 C5-21041 24 467.4 1.8314 13.70 6.20 9.30 -2.36 19.790 7.290 8.685 0.86 0.86 Gravity
D4-21094 D5-21070 10 311.9 0.27251 29.07 22.02 34.92 21.17 0.739 0.309 1.195 0.38 0.67 Gravity
D4-21095 134-21050 10 28.0 0.7143 66.80 65.30 66.90 65.10 1.197 1.478 4.809 0.80 0.68 Gravity
D4-21097 134-21029 18 129.4 1.3910 24.29 11.54 21.40 9.74 8.008 0.068 0.881 0.18 0.18 Gravity
D4-21098 D4-21097 8 16.9 2.7219 24.60 12.00 24.29 11.54 1.287 0.050 1.028 0.11 0.18 Gravity
D4-21099 D4-21098 8 443.7 1.6520 23.60 19.43 24.60 12.10 1.004 0.050 1.796 0.12 0.12 Gravity
134-21101 D4-21025 24 386.0 0.1658 23.00 12.911 27.42 12.27 5.954 2.239 1.569 0.95 1.33 Gravity
D4-21102 D4-21074 8 149.2 0.7038 28.00 23.88 27.08 22.83 0.655 0.747 2.934 3.77 3.51 Throttled
D4-21104 C4-22021 18 148.7 1.4748 22.22 18.28 19.19 16.091 8.2471 0.000 -0.004 0.15 0.29 Gravity
D4-21105 D4-21087 6 128.0 1.7578 19.07 15.67 17.02 13.42 0.4811 0.046 1.465 0.12 0.15 Gravity
D4-22003 D3-21022 8 208.2 1.6859 82.58 76.58 78.79 73.07 1.014 0.006 0.451 0.08 0.07 Gravity
D4-22004 D4-21053 6 39.3 4.2494 90.77 87.67 91.85 86.00 0.748 0.003 0.304 0.07 0.071Gravity
D4-22005 D4-21053 6 90.7 2.4256 91.70 88.20 91.85 86.00 0.565 0.005 0.4141 0.07 0.07 Gravit
D4-22006 D4-21049 61 410.01 1.43901 69.65 66.07 64.321 60.17 0.4351 0.011 0.0851 0.08 0.52 Surchar ed
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5VAppendix A.xls Page 15
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
k
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert ElevatiPeaPeak
on Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d (ft/s) Manhole(ft) Manhole(fl)
D4-22007 D4-21058 6 140.0 1.9214 48.65 41.69 45.96 39.00 0.503 0.080 0.631 0.15 0.49 Gravity
D4-22010 D4-21055 6 75.0 0.7200 94.74 91.69 96.05 91.15 0.308 0.009 0.532 0.09 0.10 Gravity
D4-22012 D4-21042 6 300.0 0.0000 76.60 52.83 59.53 52.83 0.000 0.039 1.323 0.31 0.14 Gravity
D4-22012 D4-21044 6 290.0 -2.9931 76.60 52.83 70.17 61.51 -0.628 -0.004 -0.404 0.31 0.07 Gravity
D4-22013 D4-21045 8 240.0 5.3250 62.85 60.60 53.67 47.82 1.803 0.014 0.104 0.08 0.38 Gravity
D4-22014 E4-22013 6 206.7 2.7092 63.96 56.61 54.10 51.01 0.597 0.006 0.452 0.07 0.08 Gravity
D4-22020 D4-21071 6 350.0 6.0343 56.32 53.62 35.80 32.50 0.891 0.021 0.232 0.08 0.34 Gravity
D4-22021 D4-21061 8 390.0 7.0513 54.84 52.14 30.00 24.64 2.075 0.018 0.093 0.08 0.52 Gravity
D4-22022 D4-22052 8 194.8 6.0370 41.42 36.93 36.88 25.17 1.919 0.019 0.074 0.08 4.21 Surcharged
D4-22026 D4-21060 6 189.5 1.2876 35.63 32.10 34.00 29.66 0.412 0.101 0.813 0.18 0.47 Gravity
D4-22027 D4-21059 6 107.3 2.7679 39.74 35.52 35.99 32.55 0.604 0.045 0.706 0.11 0.25 Gravity
D4-22028 D4-22027 6 89.2 6.6031 44.57 41.41 39.74 35.52 0.932 0.031 1.463 0.09 0.11 Gravity
D4-22036 D4-21003 6 182.1 1.1367 39.05 37.03 39.81 34.96 0.387 0.013 0.223 0.09 0.24 Gravity
D4-22037 D4-21005 6 175.0 0.6629 35.17 32.67 34.20 31.51 0.295 0.015 0.278 0.10 0.22 Gravity
D4-22038 D4-22039 6 255.0 1.1725 31.25 29.05 32.94 26.06 0.393 0.013 0.539 0.09 0.12 Gravity
D4-22039 D4-21022 6 20.0 0.8000 32.94 26.06 32.70 25.90 0.324 0.022 1.129 0.12 0.22 Gravity
D4-22040 D4-21007 6 136.0 0.4118 27.90 24.60 29.35 24.04 0.233 0.012 0.146 0.10 0.35 Gravity
D4-22046 C4-21060 6 416.0 0.5529 13.541 9.26 8.16 6.96 0.270 0.005 0.437 0.08 0.07 Gravity
D4-22050 C4-21078 6 101.0 1.7525 11.08 8.36 9.35 6.59 0.480 0.010 0.268 0.08 0.17 Gravity
D4-22051 D4-21086 6 27.0 3.2963 9.60 7.42 9.99 6.53 0.6581 0.025 0.5591 0.09 0.19 Gravity
D4-22052 D4-22053 8 9.5 0.0000 36.88 25.17 36.65 25.17 0.0001 0.030 0.119 4.21 4.21 Throttled
D4-22053 D4-21072 8 1951 0.0000 36.65 25.17 29.26 25.17 0.000 0.049 0.203 4.21 FULL Throttled
D4-22054 D4-21083 6 253.6 0.7453 23.85 20.59 23.25 18.70 0.313 0.040 1.613 0.14 0.13 Gravity
D4-22055 D4-21037 8 112.7 2.7507 23.93 20.35 24.27 17.25 1.296 0.021 0.295 0.09 0.23 Gravity
D4-22056 D4-21084 12 136.8 2.3173 18.87 11.87 15.70 8.70 3.506 0.007 0.127 0.11 0.16 Gravity
D4-22057 D4-22058 6 108.8 1.1029 23.38 20.38 22.05 19.18 0.381 0.000 0 0.07 0.07 Gravity
D4-22058 D4-290 6 8.6 2.1163 22.05 19.18 22.00 19.00 0.528 0.000 0 0.07 0.07 Gravity
D4-22061 D4-22051 6 281.0 3.9359 21.03 18.48 9.60 7.42 0.720 0.014 0.842 0.08 0.09 Gravity
D4-290 D4-21104 6 33.9 2.1180 22.00 19.00 22.22 18.28 0.528 0.000 0 0.07 0.07 Gravity
D4-29005 D4-21094 10 76.4 0.4424 28.36 22.36 29.07 22.02 0.943 0.306 1.954 0.34 0.38 Gravity
D5-21002 135-21003 6 192.1 0.5466 39.94 36.80 40.68 35.75 0.268 0.003 0.231 0.07 0.08 Gravity
D5-21003 D5-21004 6 310.8 5.2220 40.68 35.75 23.25 19.52 0.829 0.011 0.644 0.08 0.09 Gravity
D5-21004 E5-21073 8 159.5 7.1536 23.25 19.52 12.13 8.11 2.089 0.045 1.249 0.09 0.15 Gravity
D5-21005 D5-21006 10 153.5 0.2182 10.36 5.55 10.00 5.22 0.662 0.285 1.724 0.39 0.40 Gravity
D5-21006 D5-21010 10 153.5 0.2182 10.00 5.22 10.03 4.88 0.662 0.288 1.534 0.40 0.44 Gravity
D5-21007 E5-21048 6 171.7 0.2737 10.60 7.90 11.03 7.43 0.190 0.0011 0.058 0.071 0.13 Gravity
D5-21007 D5-21008 8 154.7 0.8403 10.60 7.90 10.30 6.60 0.716 0.001 0.112 0.07 0.07 Gravity
05-21008 D5-22029 8 125.2 0.3123 10.30 6.60 10.00 6.21 0.436 0.001 0.105 0.07 0.07 Gravity
D5-21009 D5-21011 6 120.7 0.4805 9.41 5.23 9.46 4.65 0.251 0.012 0.556 0.10 0.11 Gravity
D5-21010 D5-21013 10 151.9 0.1580 10.03 4.88 10.00 4.64 0.563 0.297 1.588 0.44 0.49 Gravity
D5-21011 D5-21014 6 174.5 0.2235 9.46 4.65 8.62 4.26 0.172 0.013 0.355 0.11 0.40 Gravity
D5-21012 D5-21016 8 290.0 0.24141 8.20 5.70 9.00 5.00 0.384 0.002 0.181 0.08 0.07 Gravity
D5-21013 D5-21015 10 145.3 0.1583 10.00 4.64 9.50 4.41 0.563 0.293 2.033 0.48 0.61 Gravit
D5-21014 D5-21018 6 288.8 0.2458 8.62 4.26 8.55 3.55 0.180 0.031 0.255 0.40 1.09 Surchar ed
D5-21015 D5-21017 10 145.1 0.3901 9.50 4.41 10.00 3.841 0.8851 0.298 1.159 0.61 1.11 Surcharged
D5-21016 D5-21022 8 259.7 0.7701 9.00 5.00 8.40 3.00 0.686 0.004 0.02 0.07 1.24 Surcharged
D5-21017 D5-21019 10 142.1 0.0732 10.00 3.84 8.85 3.74 0.383 0.298 2.181 1.11 1.15 Surcharged
D5-21018 D5-21020 10 15.9 1.3522 8.55 3.55 8.50 3.34 1.647 0.743 2.272 1.07 1.24 Surcharged
D5-21019 D5-21018 8 29.2 -0.8904 8.85 3.291 8.55 3.55 -0.7371 0.706 3.319 1.58 1.09 Surcharged
P:\136000\136414-Burlingame\NW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 16
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) (mad) ft/s) Manhole(ft) Manhole(ft)
D5-21020 D5-21023 10 105.7 0.3690 8.50 3.35 8.40 2.96 0.861 0.762 2.409 1.21 1.28 Surcharged
D5-21021 D5-21019 12 14.4 1.1806 9.76 3.91 8.85 3.74 2.506 0.405 2.693 0.98 1.15 Surcharged
D5-21022 D5-21023 8 12.4 0.3226 8.40 3.00 8.40 2.96 0.444 0.004 0.024 1.24 1.28 Surcharged
D5-21023 D5-21024 10 8.3 2.4096 8.40 2.96 8.09 2.76 2.202 0.763 2.056 1.26 1.44 Surcharged
D5-21024 D5-21025 10 172.3 0.1219 8.09 2.76 8.00 2.55 0.494 0.763 2.075 1.42 1.12 Throttled
D5-21025 D5-21026 10 39.8 0.0000 8.00 2.55 8.00 2.55 0.000 0.766 2.089 1.10 0.99 Throttled
D5-21026 D5-21027 10 32.3 0.0000 8.00 2.55 9.02 2.55 0.000 0.766 2.115 0.97 0.88 Throttled
D5-21027 D5-21030 12 199.4 0.0752 9.02 2.55 8.43 2.40 0.632 0.923 3.566 0.87 0.55 Gravity
D5-21028 D5-21029 6 69.8 0.4441 9.15 4.99 8.63 4.68 0.242 0.159 2.426 0.31 0.26 Gravity
D5-21029 D5-21027 8 446.2 0.4774 8.63 4.68 9.02 2.55 0.540 0.159 0.674 0.26 0.88 Surcharged
D5-21030 D5-21034 12 410.1 0.2634 8.43 2.11 10.55 1.03 1.182 1.119 2.394 0.83 0.88 Gravity
D5-21031 D5-21030 6 280.1 0.2535 9.06 3.11 8.43 2.40 0.183 0.194 2.11 0.68 0.55 Throttled
D5-21034 D6-21060 12 301.9 0.2120 10.55 1.03 8.36 0.39 1.061 1.128 3.82 0.87 0.56 Gravity
D5-21035 D5-21036 27 273.3 0.1537 7.85 -3.21 8.22 -3.63 7.848 9.076 4.666 1.87 1.59 Gravity
D5-21036 D5-21037 27 138.0 0.3116 8.22 -3.63 9.44 -4.06 11.175 9.075 4.647 1.58 1.60 Gravity
D5-21037 C5-29014 27 121.9 0.1559 9.44 -4.06 10.00 -4.25 7.903 9.075 5.867 1.58 1.31 Gravity
D5-21038 D5-21046 6 183.2 0.8024 16.19 10.31 14.96 8.84 0.325 0.009 0.11 0.09 0.31 Gravity
D5-21039 D5-21041 8 290.1 2.1475 25.60 17.97 21.20 11.74 1.145 1.081 4.481 5.28 5.92 Surcharged
D5-21040 D5-21043 10 290.0 1.1345 23.66 17.16 19.89 13.87 1.509 0.769 4.207 0.43 0.43 Gravity
D5-21041 D5-21044 8 301.3 1.4537 21.20 11.74 17.50 7.36 0.942 1.085 4.455 5.88 4.51 Throttled
D5-21042 D5-21065 10 465.0 0.31831 18.04 10.14 21.64 8.66 0.799 0.412 1.651 1.71 2.78 Surchar ged
05-21043 D5-21046 10 290.0 1.73451 19.89 13.87 14.96 8.84 1.865 0.386 3.207 0.27 0.31 Gravity
D5-21043 D5-21042 10 210.0 1.7762 19.89 13.87 18.04 10.14 1.888 0.390 2.079 0.27 1.71 Surcharged
D5-21044 D5-21047 8 305.1 1.4356 17.50 7.36 11.40 2.98 0.936 1.089 4.821 4.47 3.05 Throttled
D5-21045 D5-21038 6 42.4 0.0000 15.63 10.31 16.19 10.31 0.000 0.005 0.376 0.10 0.09 Gravity
D5-21045 D5-22025 6 322.2 0.6030 15.63 10.31 17.87 8.37 0.282 0.014 0.302 0.10 2.01 Surcharged
D5-21046 D5-21049 10 291.0 1.0241 14.96 8.84 10.60 5.86 1.433 0.402 3.339 0.31 0.31 Gravity
D5-21047 D5-21048 10 106.1 0.2639 11.40 2.64 10.40 2.36 0.728 1.099 4.143 3.37 3.04 Throttled
D5-21048 D5-21053 15 167.7 1.5444 10.40 1.94 9.20 -0.65 5.190 2.987 3.382 3.431 5.10 Surcharged
D5-21048 D5-21050 8 45.4 -0.2863 10.40 2.36 10.49 2.49 -0.418 -0.009 -0.192 3.04 2.91 Surcharged
D5-21049 D5-21021 12 310.5 0.1739 10.60 4.45 9.76 3.91 0.961 0.400 2.555 0.57 0.98 Gravity
D5-21051 D5-21052 10 26.6 2.7820 11.68 5.84 11.85 5.10 2.360 0.056 0.895 0.12 0.36 Gravity
D5-21052 D5-21048 6 176.1 0.3805 11.85 5.10 10.40 4.43 0.224 0.073 1.844 0.36 0.97 Surcharged
D5-21053 D5-21054 15 261.8 0.1719 9.20 -0.65 10.50 -1.10 1.731 2.985 3.439 5.07 4.17 Throttled
D5-21054 D5-21055 15 166.3 0.1864 10.50 -1.10 10.50 -1.41 1.803 2.9841 3.476 4.14 3.59 Throttled
D5-21055 D5-21056 15 344.4 0.1539 10.50 -1.41 9.30 -1.94 1.638 2.983 3.56 3.56 2.32 Throttled
D5-21056 D5-21057 15 39.5 0.1772 9.30 -1.94 9.30 -2.01 1.758 2.983 3.572 2.27 2.14 Throttled
D5-21057 D5-21058 15 112.8 0.2128 9.30 -2.01 9.40 -2.25 1.926 3.125 3.776 2.08 1.68 Throttled
D5-21058 D5-21059 15 84.4 0.2133 9.40 -2.25 9.50 -2.43 1.929 3.125 3.832 1.63 1.33 Throttled
D5-21059 C5-21037 15 92.5 0.2054 9.50 -2.43 8.80 -2.62 1.893 3.125 5.155 1.29 0.89 Throttled
D5-21060 D5-21061 8 223.8 0.3083 36.01 24.65 31.38 23.96 0.434 0.411 3.126 0.53 0.38 Gravity
D5-21061 D5-21063 8 338.5 1.1581 31.38 23.96 26.00 20.04 0.841 0.484 3.718 0.37 0.37 Gravity
D5-21062 D5-21091 10 331.6 0.1448 15.80 6.05 15.71 5.57 0.539 0.932 3.351 1.80 0.81 Throttled
D5-21063 D5-21105 10 388.4 0.4300 26.00 20.04 24.72 18.37 0.929 0.171 1.72 0.25 0.27 Gravity
D5-21063 D5-21064 6 15.1 3.8146 26.00 20.04 26.00 19.46 0.708 0.3241 4.5621 0.251 0.28 Gravit
D5-21064 D5-21065 6 284.9 3.8133 26.00 19.46 21.64 8.60 0.708 0.374 2.564 0.27 2.84 Surchar ed
D5-21065 D5-21066 10 290.0 0.3448 21.64 8.60 16.68 7.60 0.832 0.845 2.193 2.83 2.77 Throttled
D5-21066D5-21067 10 285.0 0.2526 16.68 7.60 12.30 6.88 0.712 0.914 2.405 2.76 2.26 Throttled
D5-21067 D5-21062 1 101 291.41 0.28481 12.301 6.881 T5 851 6.05 0.756 0.9211 2.4521 2.251 1.82 Throttled
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 17
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
k
Pipe Full PeaPeakMaximumMaximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mft/sl Manhole(ft) Manhole(f)
gd) Fl d
D5-21068 D5-21051 10 437.0 0.4073 12.05 8.79 11.68 7.01 0.904 0.038 1.208 0.13 0.12 Gravity
D5-21069 D4-21009 6 224.9 -2.9978 40.30 25.58 38.86 32.32 -0.628 -0.010 -0.826 0.31 0.08 Gravity
D5-21069 D5-21070 10 171.3 2.5733 40.30 25.58 34.92 21.17 2.272 0.613 2.439 0.31 0.67 Gravity
D5-21070 D5-21071 10 138.9 0.7559 34.92 21.17 31.75 20.12 1.232 0.915 2.49 0.66 1.09 Surcharged
D5-21071 135-21073 10 282.3 0.2976 31.75 20.12 25.92 19.28 0.7731 0.938 3.869 1.07 0.54 Throttled
D5-21072 135-21104 8 11.0 0.0000 32.39 27.99 32.39 27.99 0.000 0.012 0.569 0.11 0.10 Gravity
D5-21073 135-21093 10 291.6 0.8505 25.92 19.28 21.67 16.80 1.306 0.944 3.391 0.53 0.61 Gravity
D5-21075 D4-21039 6 379.4 0.8197 20.07 17.36 21.21 14.25 0.328 0.042 0.899 0.14 0.20 Gravity
D5-21076 D5-21090 10 295.6 0.8694 18.21 15.09 15.58 12.52 1.321 0.951 4.001 0.53 0.53 Gravity
D5-21077 D4-21041 6 544.4 1.1940 22.43 18.69 16.90 12.19 0.396 0.059 0.915 0.15 0.25 Gravity
D5-21078 D5-21081 18 150.0 0.3733 13.92 7.02 14.44 6.46 4.149 0.252 1.757 0.26 0.28 Gravity
D5-21079 C5-21001 8 456.6 0.8585 13.74 11.06 11.25 7.14 0.724 0.001 0.078 0.071 0.07 Gravity
D5-21079 D5-21078 6 16.1 25.0932 13.74 11.06 13.92 7.02 1.816 0.005 0.082 0.07 0.26 Gravity
D5-21080 D5-21085 8 319.3 0.9615 13.87 11.07 12.15 8.00 0.766 0.006 0.28 0.08 0.11 lGravity
D5-21081 D5-21082 21 329.0 0.2432 14.44 6.46 12.15 5.66 5.051 0.252 1.493 0.28 0.29 Gravity
D5-21082 C5-21106 21 177.8 0.2981 12.15 5.66 12.00 5.13 5.591 0.311 2.28 0.29 0.26 Gravity
D5-21083 D5-21082 6 121.0 4.1653 15.80 10.70 12.15 5.66 0.740 0.061 0.798 0.12 0.29 Gravity
D5-21084 135-21083 6 269.0 0.5985 15.79 12.31 15.80 10.70 0.281 0.033 1.488 0.13 0.12 Gravit
D5-21085 C5-21003 8 140.9 0.9155 12.15 8.00 11.31 6.71 0.747 0.027 0.707 0.11 0.15 Gravity
D5-21087 C5-21003 8 403.7 0.5945 13.02 9.11 11.31 6.71 0.602 0.016 0.419 0.10 0.15 Gravity
D5-21088 D5-21092 24 182.0 0.1099 13.60 4.24 12.34 4.04 4.848 1.8821 2.069 0.89 0.92 Gravity
D5-21090 D5-21091 10 16.7 41.0180 15.58 12.52 15.71 5.67 9.063 0.953 10.757 0.20 0.71 Gravity
D5-21091 D5-21088 12 175.8 0.6712 15.71 5.42 13.60 4.24 1.887 1.883 3.944 0.94 0.89 Gravity
D5-21092 C5-21028 24 283.0 0.0495 12.34 4.04 11.30 3.90 3.252 1.898 3.703 0.92 0.60 Gravity
D5-21093 D5-21076 10 289.0 0.5917 21.67 16.80 18.21 15.09 1.090 0.952 3.874 0.60 0.55 Gravity
D5-21096 D5-21101 36 552.6 0.1013 13.61 6.09 12.60 6.65 13.724 13.133 3.56 2.32 2.26 Gravity
D5-21097 D5-21088 21 192.1 0.0000 13.50 4.60 13.60 4.60 0.000 -0.011 -0.069 0.53 0.53 Gravity
D5-21098 136-21047 6 203.0 0.4778 8.28 6.23 7.76 5.26 0.251 0.005 0.275 0.08 0.10 Gravity
D5-21101 D5-21102 36 214.7 0.1025 12.60 6.65 11.00 6.87 13.801 13.131 3.624 2.25 2.22 Gravity
D5-21102 C5-21101 36 517.0 0.1006 11.00 6.87 10.00 -7.39 13.673 13.129 3.926 2.21 2.06 Gravity
D5-21104 D4-21099 8 273.2 3.1332 32.39 27.99 23.60 19.43 1.383 0.035 1.269 0.10 0.12 Gravity
D5-21105 D5-21040 10 261.6 0.4320 24.72 18.37 23.66 17.24 0.931 0.199 1.499 0.27 0.35 Gravity
D5-22004 D5-22005 6 352.7 -1.5566 32.58 22.91 30.75 28.40 -0.453 -0.008 -0.631 0.10 0.08 Gravity
D5-22004 D5-21071 8 66.0 1.1818 32.58 22.91 31.75 22.13 0.849 0.020 1.016 0.10 0.10 Gravity
D5-22005 D5-22006 6 12.1 1.9008 30.75 28.40 30.54 28.17 0.501 0.009 0.429 0.08 0.11 Gravity
D5-22006 D5-21061 6 358.5 1.1743 30.54 28.17 31.38 23.96 0.393 0.027 0.26 0.11 0.38 Gravity
D5-22009 135-21064 6 224.5 0.2940 28.50 20.70 26.00 20.04 0.197 0.043 1.521 0.17 0.14 Gravity
D5-22010 D5-22009 6 31.1 0.0000 28.42 20.70 28.50 20.70 0.000 0.034 0.88 0.20 0.17 Gravity
D5-22011 D5-22010 6 229.3 0.5669 25.11 22.00 28.42 20.70 0.273 0.021 0.44 0.11 0.20 Gravity
D5-22012 D5-22045 6 145.8 0.4527 25.22 22.85 25.88 22.19 0.244 0.000 -0.001 0.07 0.10 Gravity
D5-22012 D5-21073 8 75.5 1.0464 25.22 20.42 25.92 19.63 0.799 0.006 0.379 0.08 0.19 Gravity
05-22020 D5-21093 8 50.3 2.4254 22.43 20.42 21.67 19.20 1.217 0.008 0.525 0.08 0.08 Gravity
D5-22020 D5-22021 6 288.6 0.8697 22.43 20.42 22.58 17.91 0.338 0.005 0.271 0.08 0.11 Gravity
D5-22021 D5-21065 6 364.0 2.5412 22.58 17.91 21.64 8.66 0.578 0.033 0.262 0.11 2.78 Surcharged
D5-22022 D5-22023 6 267.3 030681 18.21 14.73 18.08 13.911 0.2011 0.009 0.52 OwlOj 0.10 Gravit
D5-22023 D5-22024 6 18.1 1.4917 18.08 13.91 18.21 13.641 0.443 0.020 0.998 0.10 0.11 Gravit
D5-22024 D5-21066 6 314.8 1.9187 18.21 13.64 16.68 7.60 0.503 0.034 0.23 0.11 2.77 Surcharged
D5-22025 D5-21066 6 127.1 0.6035 17.87 8.37 16.68 7.60 0.282 0.031 0.216 2.01 2.77 Surchar ed
DS-22026 E5-21052 6 248.7 4.5718 21.52 18W991 12.051 7.621 0.7761 0.005 0.248 0.071 0.11 lGravily
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 18
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.6
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
D5-22027 D5-21005 6 285.8 4.6921 19.50 18.96 10.36 5.55 0.786 0.008 0.072 0.07 0.39 Gravity
D5-22029 D5-21012 8 163.2 0.3119 10.00 6.21 8.20 5.70 0.436 0.002 0.167 0.07 0.08 Gravity
D5-22033 D5-21014 6 80.0 23.8125 28.10 23.31 8.62 4.26 1.770 0.017 0.485 0.07 0.40 Gravity
D5-22039 D5-22040 6 220.0 2.1045 15.57 8.97 8.70 4.34 0.526 0.013 0.349 0.08 0.26 Gravity
D5-22040 135-22041 6 9.0 0.0000 8.70 4.34 8.31 4.34 0.000 0.020 0.572 0.26 0.26 Gravity
D5-22041 D5-21020 6 357.4 0.1175 8.31 4.34 8.50 3.92 0.124 0.025 1.007 0.26 0.65 Surcharged
D5-22042 135-21049 6 84.0 2.2024 9.71 7.71 10.60 5.86 0.538 0.002 0.152 0.07 0.07 Gravity
D5-22044 E5-21074 6 260.0 2.5462 39.57 35.48 33.35 28.86 0.579 0.008 0.513 0.08 0.09 Gravity
D5-22045 D5-22011 6 42.1 0.4513 25.88 22.19 25.11 22.00 0.244 0.011 0.509 0.10 0.11 Gravity
D5-29008 C5-29003 30 413.7 0.0000 10.00 -2.50 7.81 -2.50 - 0.000 0 PRESSURE PRESSURE Forcemain
D5-29010SG1 C5-29003 30 381.9 0.0000 10.00 -2.50 7.81 -2.50 - 0.000 0 PRESSURE PRESSURE Forcemain
d5-29010SG2 D5-29008 30 25.6 0.0000 10.00 -2.50 10.00 -2.50 - 0.000 0 PRESSURE PRESSURE Forcemain
D5-EL001 D5-21068 10 627.8 0.5941 15.31 12.52 12.05 8.79 1.092 0.023 0.644 0.11 0.13 Gravity
D6-21001 D6-21002 27 239.4 0.1420 18.89 9.90 18.01 9.56 7.545 6.785 3.003 1.80 1.85 Gravity
D6-21002 D6-21003 27 252.2 -0.0555 18.01 9.56 17.86 9.70 -4.717 6.788 5.13 1.84 1.15 Gravity
D6-21003 D6-21004 27 200.0 0.4650 17.86 9.70 16.20 8.77 13.651 6.825 5.295 1.13 1.13 Gravity
D6-21004 D6-21026A 27 74.5 0.4966 16.20 8.77 13.80 8.40 14.110 6.826 5.379 1.11 1.11 Gravity
D6-21005 D6-29008 21 64.8 0.3549 13.80 8.40 14.00 8.17 6.102 1.911 2.177 0.81 0.96 Gravity
D6-21006 D6-21009 14 345.3 0.0434 14.00 8.34 16.23 8.19 0.724 0.639 3.049 0.72 0.40 Gravity
D6-21006 136-21009 21 343.1 0.1341 14.00 8.34 16.23 7.88 3.750 1.304 2.668 0.72 0.62 Gravity
D6-21007 D6-21006 6 291.4 0.5148 16.24 10.44 14.00 8.94 0.260 0.0321 1.559 0.13 0.12 Gravity
D6-21008 D6-21009 6 59.9 3.8731 15.43 10.20 16.23 7.88 0.714 0.0181 0.429 0.08 0.62 Surcharged
D6-21009 D7-21009 21 229.2 0.1483 16.23 7.88 16.17 7.54 3.945 1.062 3.212 0.62 0.46 Gravit
D6-21009 D7-21009 14 231.4 0.2247 16.23 7.88 16.17 7.36 1.647 0.901 2.643 0.62 0.58 Gravity
D6-21010 D6-21011 27 280.4 0.1961 13.14 0.84 11.96 0.29 8.866 3.218 2.05 1.65 2.14 Gravity
D6-21011 D6-21014 18 52.8 0.4924 11.96 7.10 11.84 6.84 4.765 0.000 0 0.08 0.08 Gravity
D6-21011 D6-21012 27 9.9 0.5051 11.96 0.34 12.05 0.29 14.227 3.218 2.063 2.09 2.14 Gravity
D6-21012 D6-21013 27 37.4 0.0000 12.05 -5.30 12.01 -5.30 0.000 3.218 1.143 7.72 7.71 Throttled
D6-21013 D6-21014 27 10.5 0.4762 12.01 0.34 11.84 0.29 13.815 3.218 2.099 2.07 2.12 Gravity
D6-21014 06-21015 27 286.6 0.0907 11.84 0.29 11.13 0.03 6.030 3.223 1.83 2.12 2.31 Surchar ed
D6-21015 D6-21016 27 252.2 0.0833 11.13 0.03 10.47 -0.18 5.777 3.270 1.634 2.31 2.45 Surcharged
D6-21016 D6-21017 27 306.5 0.1533 10.47 -0.18 9.40 -0.65 7.839 3.275 1.226 2.45 2.84 Surcharged
D6-21017 D6-21045 27 303.9 0.1185 9.40 -0.65 6.89 -1.01 6.890 7.892 3.192 2.81 2.70 Throttled
D6-21018 D6-21019 8 309.8 0.4906 14.67 9.25 13.72 7.73 0.547 0.008 0.365 0.09 0.10 Gravity
D6-21019 136-21074 8 156.6 0.5409 13.72 7.73 12.00 6.88 0.575 0.018 0.776 0.10 0.11 Gravity
D6-21021 D6-21022 8 161.1 2.0453 11.08 6.07 10.07 2.78 1.117 0.044 1.607 0.11 0.12 Gravity
D6-21022 D6-21024 8 175.2 -1.7837 10.07 2.78 11.38 5.90 -1.043 -0.004 -0.32 0.12 0.07 Gravity
D6-21022 D6-21015 8 134.2 1.8443 10.07 2.78 11.13 0.30 1.061 0.051 1.195 0.12 2.04 Surcharged
D6-21024 D6-21025 8 76.2 2.1916 11.38 5.90 11.05 4.23 1.156 0.005 0.26 0.07 0.091Gravity
D6-21025 D6-21029 8 307.8 0.5296 11.05 4.23 10.67 2.60 0.569 0.011 0.611 O.o9 0.09 Gravity
D6-21026 D6-21027 24 225.6 1.0505 14.22 8.09 13.19 5.72 14.988 4.917 5.904 0.82 0.86 Gravity
D6-21026A 136-21026 24 67.0 0.8060 13.80 8.63 14.22 8.09 13.128 4.915 5.939 0.85 0.85 Gravity
D6-21026W 136-21005 21 140.2 0.12841 13.80 8.58 13.80 8.40 3.670 1.911 2.738 0.87 0.81 Gravity
D6-21027 136-21027A 24 280.0 0.7929 13.19 5.72 12.00 3.50 13.021 4.926 5.913 0.86 0.86 Gravity
136-21027A D6-21028 24 280.0 0.7964 12.00 3.50 12.01 1.27 13.050 4.933 5.499 0.86 1.25 Gravity
D6-21028 D6-21029 24 108.4 0.7934 12.01 1.27 10.67 0.41 13.025 4.964 4.905 1.24 1.94 Gravity
D6-21029 D6-21017 24 134.1 0.7905 10.67 0.41 9.40 -0.65 13.001 4.984 2.582 1.93 2.84 Surcharged
D6-21030 D6-21031 6 352.0 0.6392 15.68 11.08 12.45 8.83 0.290 0.035 0.667 0.14 0.22
Gravity
D6-21031 D6-21032 6 244.7 0.1921 12.45 8.83 13.37 8.36 0.159 0.055 0.978 0.22 0.23 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 19
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Fl d ft/s Manhole(ft) Manhole(ft)
D6-21032 D6-21034 6 253.3 0.2053 13.37 8.36 13.93 7.84 0.164 0.065 1.018 0.23 0.25 Gravity
D6-21033 D6-21034 6 301.0 0.4817 16.04 9.49 13.93 8.04 0.252 0.023 1.077 0.12 0.11 Gravity
D6-21034 D6-21035 6 198.0 0.2980 13.93 7.84 11.62 7.25 0.198 0.093 1.435 0.25 0.25 Gravity
D6-21035 D6-21036 6 360.3 0.3081 11.62 7.25 9.34 6.14 0.201 0.097 1.484 0.25 0.26 Gravity
D6-21036 D6-21037 6 308.5 0.3501 9.34 6.14 7.50 5.06 0.215 0.104 1.289 0.26 0.40,Gravity
D6-21037 D6-21038 8 175.8 0.3925 7.50 5.06 7.11 4.37 0.489 0.189 1.194 0.40 0.97 Surcharged
D6-21038 D5-21031 6 519.8 0.2424 7.11 4.37 9.06 3.11 0.179 0.191 1.544 0.97 0.69 Throttled
D6-21039 D6-21040 6 230.0 0.3913 10.10 6.93 8.08 6.03 0.227 0.018 0.314 0.11 0.23 Gravity
D6-21040 D6-21037 6 298.4 0.3251 8.08 6.03 7.50 5.06 0.207 0.079 0.991 0.23 0.40 Gravity
D6-21041 D6-21042 6 204.0 0.2696 10.32 7.66 10.31 7.11 0.188 0.017 0.427 0.12 0.18 Gravity
D6-21042 D6-21040 6 298.4 0.3619 10.31 7.11 8.08 6.03 0.218 0.052 0.93 0.18 0.23 Gravity
D6-21043 D6-21044 6 185.0 0.2757 11.64 8.60 11.04 8.09 0.190 0.015 0.55 0.11 0.13 Gravity
D6-21044 D6-21042 6 298.4 0.3284 11.04 8.09 10.31 7.11 0.208 0.025 0.603 0.13 0.18 Gravity
D6-21045 D6-21046 27 278.7 0.1292 8.89 -1.01 9.27 -1.37 7.195 7.899 3.208 2.67 2.60 Throttled
D6-21046 D6-21057 27 280.8 0.1531 9.27 -1.37 8.91 -1.80 7.833 7.901 3.006 2.57 2.56 Throttled
D6-21047 D6-21048 6 205.3 0.5114 7.76 5.26 7.44 4.21 0.259 0.011 0.679 0.10 0.09 Gravity
D6-21048 D6-21052 6 283.5 0.4868 7.44 4.19 8.11 2.81 0.253 0.020 0.637 0.11 0.15 Gravity
D6-21049 D6-21051 6 221.0 0.5158 8.85 4.50 8.40 3.36 0.261 0.010 0.397 0.09 0.12 Gravity
D6-21050 D6-21051 6 233.1 0.4547 9.98 4.43 8.40 3.37 0.245 0.013 0.596 0.10 0.11 Gravity
D6-21051 D6-21052 6 101.5 0.5320 8.40 3.36 8.11 2.82 0.265 0.026 0.925 0.12 0.14 Gravity
D6-21052 D6-21053 61 239.0 0.8159 8.11 2.81 7.61 0.86 0.328 0.049 0.619 0.15 0.30 Gravity
D6-21053 D6-21055 6 166.0 0.0301 7.61 0.86 8.91 0.81 0.063 0.055 1.222 0.30 0.19 Gravity
D6-21054 D6-21055 6 310.6 1.8094 9.99 6.43 8.91 0.81 0.488 0.007 0.153 0.08 0.19 Gravity
D6-21055 D6-21056 6 96.2 0.4782 8.91 0.81 8.81 0.35 0.251 0.069 1.939 0.191 0.43 Gravity
D6-21056 D6-21057 6 57.2 1.1014 8.81 0.35 8.91 -0.28 0.381 0.069 2.134 0.43 1.04 Surcharged
D6-21057 D6-21058 27 280.2 0.0964 8.91 -1.80 8.38 -2.07 6.214 7.956 3.19 2.54 2.36 Throttled
D6-21058 D6-21059 27 292.1 0.1267 8.38 -2.07 7.88 -2.44 7.1251 7.951 3.214 2.34 2.24 Throttled
D6-21059 136-21060 27 324.4 0.1726 7.88 -2.44 8.36 -3.00 8.318 7.948 3.056 2.23 2.27 Surcharged
D6-21060 135-21035 27 251.4 0.0835 8.36 -3.00 7.85 -3.21 5.785 9.073 3.943 2.25 1.89 Throttled
D6-21062 D7-21001 6 124.0 0.8629 19.88 16.07 17.88 15.00 0.337 0.000 0 0.07 0.07 Gravity
D6-21064 D6-21065 6 310.0 0.3065 13.37 8.45 11.74 7.50 0.201 0.019 0.24 0.12 0.47 Gravity
D6-21065 D6-21067 6 134.5 0.4461 11.74 7.50 11.36 6.90 0.242 0.143 1.072 0.47 0.84 Surcharged
D6-21066 D5-21028 6 416.7 0.4104 12.19 6.70 9.15 4.99 0.232 0.159 1.952 0.32 0.31 Gravity
D6-21067 D6-21066 6 345.0 0.0580 11.36 6.90 12.19 6.70 0.087 0.157 1.834 0.83 0.32 Throttled
D6-21068 D6-21067 6 410.0 0.4341 13.49 8.68 11.36 6.90 0.239 0.013 0.096 0.10 0.84 Surcharged
D6-21069 D6-21050 6 283.6 0.2292 9.90 5.08 9.98 4.43 0.174 0.008 0.427 0.10 0.10 Gravity
D6-21070 D6-21019 8 141.0 1.0496 12.00 9.21 13.72 7.73 0.800 0.001 0.055 0.07 0.10 Gravity
D6-21074 D6-21021 8 150.2 0.5413 12.00 6.88 11.08 6.07 0.575 0.020 0.83 0.11 0.11 Gravity
D6-22005 D6-21025 6 90.0 4.0556 10.21 7.88 11.05 4.23 0.731 0.002 0.134 0.07 0.09 Gravity
D6-22006 D6-21025 6 80.0 3.1875 11.47 6.78 11.05 4.23 0.648 0.000 0.027 0.07 0.09 Gravity
D6-22008 D6-21030 6 341.6 1.0919 17.60 14.81 15.68 11.08 0.379 0.012 0.435 0.09 0.14 Gravity
D6-22009 D6-21033 6 273.9 1.2924 18.17 13.03 16.04 9.49 0.412 0.005 0.217 0.07 0.12 Gravity
D6-22009 D6-21001 6 226.0 1.3850 18.17 13.03 18.89 9.90 0.427 0.005 0.036 0.07 1.81 Surcharged
D6-22010 D6-21031 6 278.0 0.4784 13.80 10.16 12.451 8.83 0.2511 0.007 0.134 0.09 0.22 Gravity
D6-22011 D6-21043 6 194.4 0.4270 12.29 9.43 11.641 8.60 0.2371 0.007 0.317 0.09 0.11 Gravity
D6-22012 D6-21041 6 197.8 0.4702 11.25 8.59 10.32 7.66 0.249 0.008 0.347 0.09 0.12 Gravity
D6-22013 D6-21039 6 240.0 0.3333 12.70 7.73 10.10 6.93 0.209 0.007 0.347 0.09 0.11 Gravit
D6-22014 D6-21064 6 254.8 9.3524 34.87 32.28 13.37 8.45 1.109 0.009 0.363 0.07 0.12 Gravit
D6-22015 D6-21044 6 86.5 0.6358 10.23 8.64 11.04 8.09 0.289 0.003 0.123 0.07 0.13 Gravi
P1136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 20
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
D6-22015 D6-21045 6 198.4 4.8639 10.23 8.64 8.89 -1.01 0.800 0.010 0.068 0.07 2.70 Surcharged
D6-22016 D6-21048 6 97.0 0.6495 7.73 4.82 7.44 4.19 0.292 0.003 0.15 0.07 0.11 Gravity
D6-22022 D6-21024 8 149.6 2.0722 12.00 9.00 11.38 5.90 1.125 0.005 0.341 0.07 0.07 Gravity
D6-29008 D6-21006 21 100.4 -0.1693 14.00 8.17 14.00 8.34 4.215 1.163 1.945 0.96 0.72 Gravity
D6-29008 D6-21006 14 101.5 -0.1675 14.00 8.17 14.00 8.34 -1.422 0.750 1.687 0.96 0.72 Gravity
D7-21001 D7-21002 6 151.2 0.8201 17.88 15.00 18.70 13.76 0.328 0.001 0.069 0.07 0.11 Gravity
D7-21002 D7-21004 6 195.0 0.3333 18.70 13.76 17.97 13.11 0.209 0.015 0.808 0.11 0.10 Gravity
D7-21003 D7-21002 6 111.0 0.8468 19.57 14.70 18.70 13.76 0.334 0.006 0.289 0.08 0.11 Gravity
D7-21004 D6-21007 6 238.0 1.1218 17.97 13.11 16.24 10.44 0.384 0.022 0.798 0.10 0.13 Gravity
D7-21005 D7-21006 6 303.0 0.8350 19.96 16.38 17.69 13.85 0.331 0.007 0.545 0.08 0.08 Gravity
D7-21006 D6-21008 6 253.0 0.9447 17.69 13.83 15.43 11.44 0.353 0.016 0.922 0.10 0.10 Gravity
D7-21009 D7-21010 14 166.2 0.3309 16.17 7.36 15.24 6.81 1.998 0.936 2.005 0.58 0.75 Gravity
D7-21009 D7-21010 21 164.1 0.1889 16.17 7.36 15.24 7.05 4.452 1.044 2.799 0.58 0.51 Gravity
D7-21010 D7-21011 14 149.3 0.2612 15.24 7.05 14.44 6.66 1.776 0.697 3.111 0.51 0.42 Gravity
D7-21010 D7-21011 21 147.1 0.4963 15.24 7.05 14.44 6.32 7.215 1.293 3.469 0.51 0.51 Gravity
D7-21011 D7-21012 24 35.2 9.5739 14.44 5.99 14.77 2.62 45.245 1.990 8.508 0.35 0.35 Gravity
D7-21012 D6-21010 27 443.5 0.0744 14.77 1.17 13.14 0.84 5.461 3.234 2.869 1.48 1.65 Gravity
D7-21013 E7-21024 6 270.9 0.0923 19.631 16.99 21.16 16.74 0.110 0.003 0.28 0.09 0.08 Gravity
D7-21013 D7-21014 6 375.3 1.3696 19.63 16.99 16.59 11.85 0.425 0.0131 0.581 0.09 0.12 Gravity
D7-21014 D7-21018 6 264.1 0.6778 16.59 11.85 14.76 10.06 0.299 0.026 1.154 0.12 0.12 Gravity
D7-21015 D7-21016 6 216.0 0.8889 21.14 17.09 19.74 15.17 0.342 0.013 0.706 0.09 0.10 Gravity
D7-21016 D7-21017 6 240.0 1.0708 19.74 15.17 16.53 12.60 0.375 0.018 0.895 0.10 0.11 Gravity
D7-21017 D7-21018 6 220.0 1.1864 16.53 12.60 14.76 9.99 0.395 0.026 1.115 0.11 0.12 Gravity
D7-21018 D7-21019 6 113.0 3.0796 14.76 9.99 13.91 6.51 0.637 0.056 2.437 0.12 0.12 Gravity
D7-21019 D7-21024 10 207.2 0.4247 13.91 6.11 13.08 5.23 0.923 0.412 2.708 0.40 0.37 Gravity
D7-21020 137-21021 6 201.0 0.5522 23.52 18.91 22.19 17.80 0.270 0.011 0.552 0.10 0.11 Gravity
D7-21021 D7-21022 6 278.9 0.6167 22.19 17.80 20.04 16.08 0.285 0.019 0.975 0.11 0.11 Gravity
D7-21022 D7-21023 6 279.6 1.3233 20.04 16.08 16.23 12.38 0.417 0.025 1.287 0.11 0.11 Gravity
D7-21023 D7-21024 6 287.3 2.4887 16.23 12.38 13.08 5.23 0.572 0.034 0.337 0.11 0.37 Gravity
D7-21024 D7-21029 10 258.2 0.6274 13.08 5.23 12.09 3.61 1.122 0.451 1.661 0.37 0.60 Gravity
D7-21025 D7-21026 6 206.0 0.6990 21.15 17.99 21.34 16.55 0.303 0.005 0.291 0.08 0.10 Gravity
D7-21026 D7-21027 6 284.0 0.5317 21.34 16.55 18.91 15.04 0.265 0.012 0.668 0.10 0.10 Gravity
D7-21027 D7-21028 6 292.9 1.2564 18.91 15.04 15.02 11.36 0.407 0.019 1.039 0.10 0.10 Gravity
D7-21028 D7-21029 6 272.8 2.19941 15.02 11.36 12.09 5.36 0.538 0.029 1.555 0.10 0.10 Gravity
D7-21029 D7-21034 10 263.0 0.1521 12.09 3.61 11.121 3.21 0.552 0.487 2.881 0.60 0.40 Gravity
D7-21030 D7-21031 6 208.0 0.5144 14.93 11.88 16.07 10.81 0.260 0.003 0.183 0.07 0.08 Gravity
D7-21031 D7-21032 6 184.2 0.8740 16.07 10.81 17.44 9.20 0.339 0.008 0.392 0.08 0.11 Gravity
D7-21032 137-21033 6 285.3 0.2559 17.44 9.20 13.30 8.47 0.184 0.014 0.789 0.11 0.10 Gravity
D7-21033 D7-21034 6 284.8 1.6292 13.30 8.47 11.12 3.83 0.463 0.020 1.183 0.10 0.10 Gravity
D7-21034 D7-21078 10 32.7 0.6422 11.12 3.21 11.79 3.00 1.135 0.508 2.923 0.40 0.41 Gravity
D7-21035 D7-21037 6 376.1 1.2284 18.80 13.04 14.99 8.42 0.402 0.043 1.776 0.13 0.19 Gravity
D7-21036 D7-21037 10 355.0 0.3718 16.24 9.52 14.99 8.20 0.864 0.301 1.739 0.35 0.41 Gravity
D7-21037 D7-21038 10 260.0 0.2692 14.99 8.20 16.59 7.50 0.7351 0.346 2.343 0.41 0.36 Gravity
D7-21038 D7-21039 10 183.3 0.4146 16.59 7.50 14.00 6.74 0.912 0.350 2.182 0.361 0.39 Gravity
D7-21039 D7-21019 10 180.5 0.3490 14.00 6.74 13.91 6.11 0.837 0.356 2.14 0.39 0.40 Gravit
D7-21040 D7-21042 10 280.8 0.5662 16.25 8.99 14.00 7.40 1.066 0.357 2.322 0.34 0.38 Gravity
D7-21041 D7-21040 6 261.7 0.1681 14.08 9.72 16.25 9.28 0.149 0.012 0.695 0.11 0.09 Gravity
D7-21042 D8-21016 10 136.9 0.4456 14.00 7.40 12.93 6.79 0.945 0.385 2.412 0.38 0.39 Gravity
D7-21043 D7-21042 61 256.8 0.1363 13.001 8.16 14.00 7.81 0.134 0.012 0.692 0.12 0.09 Gravity
P'\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5VAppendix A.xls Page 21
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Full Peak Peak Maximum Maximum
Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
D7-21045 D7-21046 6 224.6 0.4942 14.12 9.74 12.02 8.63 0.255 0.005 0.312 0.08 0.10 Gravity
D7-21046 D7-21047 6 279.6 0.5794 12.02 8.63 11.79 7.01 0.276 0.012 0.731 0.10 0.09 Gravity
D7-21047 137-21049 6 281.5 1.1297 11.79 7.01 9.68 3.83 0.386 0.015 0.571 0.09 0.13 Gravity
D7-21048 D7-21049 6 221.3 0.3163 9.93 4.53 9.68 3.83 0.204 0.012 0.427 0.10 0.13 Gravity
D7-21049 D7-21050 6 288.3 0.6694 9.68 3.83 6.05 1.90 0.297 0.034 0.872 0.13 0.18 Gravity
D7-21050 D8-21015 6 88.9 0.3262 6.05 1.90 5.82 1.61 0.207 0.046 1.669 0.18 0.15 Gravity
D7-21051 D7-21052 6 342.0 0.2105 6.57 -1.43 8.31 -2.15 0.358 0.567 3.529 1.54 0.46 Throttled
D7-21052 399-Rollins-PS 12 48.0 0.9792 8.31 -2.15 8.84 -2.62 2.279 0.779 3.968 0.46 0.89 Gravity
D7-21053 137-21054 6 207.4 1.0174 14.24 6.70 10.29 4.59 0.366 0.004 0.264 0.07 0.09 Gravity
D7-21054 D7-21055 6 220.4 0.7169 10.29 4.59 8.63 3.01 0.307 0.009 0.345 0.09 0.13 Gravity
D7-21055 399-Rollins-PS 6 194.0 0.8299 8.63 3.01 8.84 1.40 0.330 0.039 1.422 0.13 0.13 Gravity
D7-21056 D7-21057 6 300.0 0.6333 9.82 6.19 9.16 4.29 0.289 0.011 0.4971 0.09 0.11 Gravity
D7-21057 D7-21055 6 297.9 0.4297 9.16 4.29 8.63 3.01 0.238 0.019 0.7 0.11 0.13 Gravity
D7-21058 D7-21059 6 190.0 0.3158 9.36 4.46 8.31 3.86 0.204 0.004 0.246 0.08 0.10 Gravity
D7-21059 D7-21060 6 242.0 0.3264 8.31 3.86 9.45 3.07 0.207 0.009 0.595 0.10 0.09 Gravity
D7-21060 137-21061 8 28.7 0.2787 9.45 3.05 9.09 2.97 0.412 0.017 0.831 0.11 0.10 Gravity
D7-21061 D7-21052 8 345.5 0.4978 9.09 2.35 8.31 0.63 0.551 0.022 0.965 0.11 0.11 Gravity
07-21062 D7-21063 8 105.5 0.4076 9.71 5.44 10.18 5.01 0.499 0.000 0 0.07 0.07 Gravity
D7-21063 D7-21064 8 156.5 0.7284 10.18 5.01 10.95 3.87 0.667 0.003 0.182 0.07 0.08 Gravity
D7-21064 D7-21065 8 178.5 0.4594 10.95 3.87 11.791 3.05 0.530 0.005 0.046 0.08 0.36 Gravity
D7-21065 D7-21078 8 108.2 0.0462 11.79 3.05 11.79 3.00 0.168 0.007 0.046 0.36 0.41 Gravity
D7-21066 D7-21067 15 250.0 0.1560 12.87 2.36 14.02 1.97 1.649 0.579 2.131 0.51 0.72 Gravity
D7-21067 D7-21012 15 254.8 0.3140 14.02 1.97 14.77 1.17 2.340 0.689 1.212 0.72 1.49 Surcharged
D7-21068 137-21069 10 292.1 0.4108 8.38 3.80 8.70 2.60 0.908 0.020 0.684 0.11 0.12 Gravity
07-21069 D7-21070 10 245.2 0.4364 8.70 2.60 8.40 1.53 0.936 0.026 0.694 0.12 0.14 Gravity
D7-21070 137-21071 10 11.7 0.2564 8.40 1.53 8.38 1.50 0.718 0.031 0.789 0.14 0.14 Gravit
D7-21071 D7-21072 12 13.1 0.0000 8.38 1.50 8.25 1.50 0.000 0.031 0.905 0.14 0.12 Gravit
yy
D7-21072 D7-21073 12 237.9 0.5464 8.25 1.50 9.00 0.20 1.702 0.035 0.474 0.12 0.20 Gravity
D7-21073 D7-21076 12 154.7 0.0259 9.00 0.20 9.00 0.16 0.370 0.038 1.075 0.20 0.12 Gravit
D7-21074 137-21075 8 300.0 0.6000 8.32 2.87 9.38 1.07 0.605 0.007 0.371 0.08 0.09 Gravity
D7-21075 D7-21076 8 203.6 0.4470 9.38 1.07 9.00 0.16 0.522 0.009 0.305 0.09 0.12 Gravity
D7-21076 D7-21052 12 245.2 0.9421 9.00 0.16 8.31 -2.15 2.236 0.099 0.515 0.12 0.46 Gravity
D7-21077 D7-21035 6 240.0 0.7583 20.07 16.00 18.80 14.18 0.316 0.012 0.751 0.09 0.09 Gravity
D7-21078 137-21066 15 203.6 0.3143 11.79 3.00 12.87 2.36 2.341 0.530 1.83 0.41 0.51 Gravity
D7-22002 D7-21014 6 133.0 1.5865 17.64 13.96 16.59 11.85 0.457 0.008 0.36 0.08 0.12 Gravity
D7-22003 137-21043 6 195.6 0.3681 12.26 8.88 13.00 8.16 0.220 0.005 0.222 0.08 0.12 Gravity
D7-22004 D7-21056 6 111.0 0.1081 10.34 6.31 9.82 6.19 0.119 0.004 0.268 0.09 0.09 Gravity
D7-22005 D7-21055 6 133.6 1.7216 9.55 5.31 8.63 3.01 0.476 0.006 0.2371 0.08 0.13 Gravity
D7-22006 D7-21015 6 214.0 0.6542 22.31 18.49 21.14 17.09 0.293 0.005 0.291 0.08 0.09 Gravity
D7-22007 D7-21020 6 204.0 0.5000 22.65 19.93 23.52 18.91 0.257 0.006 0.343 0.08 0.10 Gravity
D8-21001 D8-21002 6 311.9 0.1122 7.43 4.70 6.49 4.35 0.122 0.049 0.633 0.30 0.58 Surcharged
D8-21002 D8-21005 8 312.0 0.1250 6.49 4.35 7.17 3.96 0.276 0.103 0.649 0.58 0.93 Surcharged
D8-21003 138-21004 6 288.3 0.4960 13.17 7.44 10.51 6.01 0.255 0.044 1.311 0.15 0.16 Gravity
D8-21004 D8-21002 6 298.2 0.5567 10.51 6.01 6.49 4.35 0.271 0.046 0.607 0.16 0.58 Surcharged
DB-21005 DB-21006 8 313.0 0.0511 7.17 3.96 8.40 3.801 0.1771 0.118 0.613 0.931 1.04 Surcharged
D8-21006 DB-21012 8 43.7 0.8924 8.40 3.83 7.99 3.44 0.738 0.500 2.361 0.99 1.19 Surcharged
DB-21007 D7-21042 6 314.8 1.0515 14.13 11.12 14.00 7.81 0.372 0.011 0.733 0.09 0.09 Gravity
D8-21008 D8-21009 6 239.8 0.8632 12.12 8.25 11.59 6.18 0.337 0.015 0.142 0.10 0.39 Gravity
DB-21009 D8-21011 10 288.3 0.4509 11.591 6.18 8.61 4.881 0.9511 0.4101 2.2631 0.391 0.43 Gravit
P1136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5V\ppendix Xxls Page 22
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) (modft s Manhole(ft) Manhole(ft)
D8-21010 D8-21011 6 362.1 0.4833 9.57 6.63 8.61 4.88 0.252 0.015 0.127 0.10 0.43 Gravity
D8-21011 D8-21006 10 301.3 0.3584 8.61 4.88 8.40 3.80 0.848 0.418 1.942 0.43 1.04 Surcharged
D8-21012 D8-21013 8 410.8 0.3797 7.99 3.44 5.82 1.88 0.481 0.501 2.397 1.18 0.98 Throttled
D8-21013 D8-21015 81 249.6 0.3966 5.82 1.88 5.82 0.89 0.492 0.505 2.876 0.96 0.87 Throttled
D8-21014 D7-21050 6 222.2 0.3780 7.05 2.74 6.05 1.90 0.223 0.010 0.2461 0.10 0.18 Gravity
D8-21015 D7-21051 8 315.4 0.7356 5.82 0.89 6.57 -1.43 0.670 0.546 2.265 0.85 1.55 Surcharged
D8-21016 138-21009 10 144.1 0.4233 12.93 6.79 11.59 6.18 0.922 0.390 2.401 0.39 0.39 Gravity
D8-21017 D7-21074 8 235.0 0.5149 9.08 4.08 8.32 2.87 0.561 0.005 0.312 0.08 0.08 Gravity
D8-21018 D7-21068 8 300.0 0.5000 8.30 5.30 8.38 3.80 0.552 0.007 0.295 0.08 0.11 Gravity
D8-22001 EB-21007 6 224.1 0.3570 9.98 7.19 9.64 6.39 0.217 0.006 0.31 0.09 0.11 Gravity
D8-22002 D8-21010 6 96.7 1.0238 9.82 7.62 9.57 6.63 0.367 0.008 0.411 0.08 0.10 Gravit
D8-22003 D8-21008 6 216.5 0.5173 12.76 9.37 12.12 8.25 0.261 0.009 0.5 0.09 0.10 Gravity
D8-22004 D8-21014 6 198.5 0.6650 7.87 4.06 7.05 2.74 0.296 0.003 0.189 0.07 0.10 Gravity
D8-22005 D7-21048 6 216.0 0.9630 10.61 6.61 9.93 4.53 0.356 0.005 0.266 0.08 0.10 Gravit
E1-21001 E1-21002 6 292.8 5.7377 552.70 546.30 536.60 529.50 0.869 0.005 0.459 0.07 0.08 Gravity
E1-21002 Et-21003 6 231.2 7.2664 536.60 529.50 523.40 512.70 0.978 0.013 0.748 0.08 0.10 Gravity
E1-21003 E1-21004 6 336.5 3.7741 523.40 512.70 508.50 500.00 0.705 0.030 1.387 0.10 0.11 Gravity
Et-21004 E2-21072 6 173.2 6.2933 508.50 500.00 498.00 489.10 0.910 0.072 1.7 0.11 0.18 Gravity
E1-21006 E1-21007 6 271.7 6.2569 558.70 552.00 541.50 535.00 0.907 0.015 1.155 0.08 0.08 Gravity
E1-21007 E1-21008 6 198.9 11.5636 541.50 535.00 520.00 512.00 1.234 0.027 1.656 0.08 0.09 Gravity
E1-21008 E1-21004 6 161.3 7.4396 520.00 512.00 508.50 500.00 0.9891 0.036 1.671 0.09 0.11 Gravit
E1-21010 E2-21073 6 170.2 13.3960 520.90 514.80 500.20 492.00 1.328 0.010 0.776 0.07 0.08 Gravity
E1-21011 E1-21012 6 156.7 9.1257 557.60 551.20 543.80 536.90 1.096 0.014 0.915 0.08 0.09 Gravity
E1-21012 E1-21013 6 186.5 3.2708 543.80 536.90 539.00 530.80 0.656 0.022 1.434 0.09 0.09 Gravity
E1-21013 Et-21017 6 328.6 3.0128 539.00 528.00 526.40 518.10 0.630 0.056 2.125 0.12 0.13 Gravity
E1-21014 E1-21013 6 221.9 2.2983 542.60 535.90 539.00 530.80 0.550 0.026 1.469 0.10 0.10 Gravity
E1-21015 E1-21014 6 115.0 0.9565 543.20 537.00 542.60 535.90 0.355 0.012 0.679 0.09 0.10 Gravity
E1-21017 E1-21018 6 119.4 4.2714 526.40 518.10 519.50 513.00 0.750 0.084 3.938 0.13 0.13 Gravity
E1-21018 E1-21019 6 199.2 11.5462 519.50 513.00 495.801 490.00 1.233 0.093 4.088 0.11 0.12 Gravity
E1-21019 Et-21020 6 277.4 11.4636 495.80 490.00 464.601 458.20 1.2281 0.105 2.498 0.12 0.18 Gravity
E1-21020 E2-21084 6 286.7 1.8137 464.60 458.20 459.60 453.00 0.4891 0.124 2.43 0.18 0.21 Gravity
E1-21022 E1-21017 6 268.0 2.6493 531.40 525.20 526.40 518.10 0.591 0.024 0.89 0.09 0.13 Gravity
E1-21025 E1-21027 6 222.6 5.4807 504.20 494.60 488.00 482.40 0.849 0.101 4.195 0.13 0.12 Gravity
E1-21027 E1-21028 6 210.4 11.1692 488.00 482.40 464.50 458.90 1.212 0.115 4.357 0.12 0.13 Gravity
E1-21028 E1-21029 6 303.0 10.3960 464.50 458.90 434.60 427.40 1.170 0.129 4.429 0.13 0.14 Gravity
Et-21029 E2-21089 6 308.7 9.2323 434.60 427.40 404.70 398.90 1.102 0.146 4.874 0.14 0.14 Gravity
Et-21030 E2-21080 6 305.0 5.6066 522.20 515.90 505.40 498.80 0.859 0.010 0.819 0.07 0.07 Gravity
E1-21056 E2-21057 6 174.9 5.0886 491.50 485.00 482.80 476.10 0.818 0.014 1.045 0.08 0.08 Gravity
E1-22005 E1-21006 6 98.1 10.1937 569.20 562.00 558.70 552.00 1.158 0.008 0.646 0.07 0.08 Gravity
E1-22009 E1-21010 6 234.6 12.0205 549.40 543.00 520.90 514.80 1.258 0.006 0.527 0.07 0.07 Gravity
E1-22021 E1-21022 6 291.1 6.2521 550.30 543.40 531.40 525.20 0.907 0.008 0.489 0.07 0.09 Gravity
E1-22023 E1-21030 6 110.0 9.0000 532.40 525.80 522.20 515.90 1.088 0.005 0.398 0.07 0.07 Gravity
E1-22026 E1-21025 6 206.0 7.4757 516.00 510.00 504.20 494.60 0.992 0.008 0.309 0.07 0.14 Gravity
E1-22031 E1-21011 6 138.6 9.9567 571.40 565.00 557.60 551.20 1.145 0.006 0.519 0.07 0.08 Gravity
E2-21001 E2-21002 8 36.6 5.0820 475.76 470.16 475.40 468.30 1.760 0.288 5.315 0.19 0.19 Gravity
E2-21002 E2-21003 8 132.1 20.6662 475.40I 62321 444.20 441.00 3.551 0.288 2.985 0.14 0.30 Gravity
E2-21003 E2-21005 8 102.3 1.1730 444.20 441.00 443.50 439.80 0.846 0.329 3.411 0.30 0.30 Gravity
E2-21004 E2-21003 6 170.3 5.3905 457.16 450.18 444.20 441.00 0.842 0.030 0.381 0.09 0.30 Gravit
E2-21005 E2-21006 8 170.2 12.4559 443.50 439.80 422.00 418.60 2.757 0.341 2.565 0.17 0.38 Gravit
P:\136000\136414-Burlingame VVW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 23
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth l DS at Peak Flow
(mgd) m d ft7s Manhole(ft) Manhole(fl)
E2-21006 E2-21007 8 129.0 0.5426 422.00 418.60 423.00 417.90 0.575 0.341 2.878 0.38 0.35 Gravity
E2-21007 E2-21011 8 128.0 6.1719 423.00 417.90 414.50 410.00 1.941 0.676 7.46 0.28 0.28 Gravity
E2-21008 E2-21009 6 150.0 11.0133 470.83 461.29 450.77 444.77 1.204 0.318 5.857 0.19 0.22 Gravity
E2-21009 E2-21010 61 30.1 5.5482 450.77 444.77 449.77 443.10 0.854 0.318 5.877 0.22 0.22.Gravity
E2-21010 E2-21007 8 113.3 22.2418 449.77 443.10 423.00 417.90 3.6851 0.329 3.633 0.15 0.28 Gravity
E2-21011 E2-21012 8 55.0 49.8182 414.50 410.00 385.50 382.60 5.514 0.682 8.475 0.17 0.26 Gravit
E2-21012 E2-21013 8 85.0 8.8235 385.50 382.60 381.00 375.10 2.321 0.682 8.884 0.26 0.25 Gravity
E2-21013 E2-29004 8 39.3 9.9924 381.00 375.10 373.81 371.17 2.469 0.682 8.63 0.25 0.25 Gravity
E2-21014 E2-22003 6 96.1 33.2986 397.00 394.00 367.50 362.00 2.094 0.072 4.012 0.09 0.10 Gravity
E2-21016 E2-21019 8 117.0 1.4530 343.50 338.00 343.17 336.30 0.942 0.799 4.609 0.48 0.48 Gravity
E2-21017 E2-21018 6 216.0 9.0185 455.10 449.81 435.98 430.33 1.089 0.025 1.625 0.08 0.09 Gravity
E2-21018 E2-21019 6 331.8 27.8059 435.98 430.33 343.17 338.07 1.913 0.061 4.028 0.09 0.09 Gravity
E2-21019 E2-21020 8 179.6 2.4722 343.17 336.30 337.56 331.86 1.228 0.874 5.748 0.43 0.43 Gravity
E2-21020 E2-21021 8 114.9 6.4056 337.56 331.86 329.50 324.50 1.977 0.888 8.162 0.32 0.32 Gravity
E2-21021 E2-21022 24 85.4 13.4660 329.50 324.50 318.10 313.00 53.665 0.902 5.719 0.27 0.26 Gravity
E2-21022 E2-21025 8 130.4 14.5706 318.10 313.00 300.60 294.00 2.983 0.902 7.054 0.26 0.37 Gravity
E2-21023 E2-21024 6 209.7 21.4115 416.00 411.80 371.00 366.90 1.679 0.060 3.828 0.09 0.09 Gravity
E2-21024 E2-21025 6 132.7 54.9359 371.00 366.90 300.60 294.00 2.689 0.092 0.924 0.09 0.37 Gravity
E2-21025 E2-21026 24 109.6 1.7336 300.60 294.00 296.50 292.10 19.250 0.994 2.586 0.37 0.50 Gravity
E2-21026 E2-21027 8 127.5 2.2745 296.50 292.10 293.30 289.20 1.178 0.994 5.75 0.48 0.48 Gravity
E2-21027 E2-21028 8 225.0 18.3111 293.30 289.20 253.40 248.00 3.343 1.074 10.063 0.27 0.32 Gravit
E2-21028 E2-21029 8 92.4 10.4978 253.40 248.00 242.20 238.30 2.532 1.097 7.664 0.32 0.41 Gravity
E2-21029 E2-21030 8 62.6 5.2716 242.20 238.30 238.80 235.00 1.794 1.097 5.631 0.38 0.55 Gravity
E2-21030 E2-21031 8 188.4 2.6539 238.80 235.00 236.00 230.00 1.273 1.138 6.295 0.51 0.51 Gravity
E2-21031 E2-21032 8 121.1 5.3675 236.00 230.00 227.90 223.50 1.810 1.137 4.963 0.39 2.83 Surcharged
E2-21032 E2-21033 8 127.4 1.9623 227.90 223.50 223.70 221.00 1.094 1.162 4.688 2.78 2.35 Throttled
E2-21033 E2-21034 8 90.0 1.3333 223.70 221.00 225.90 219.80 0.902 1.189 4.972 2.29 1.34 Throttled
E2-21034 E2-21035 8 62.3 1.4446 225.90 219.80 224.50 218.90 0.939 1.212 5.666 1.25 0.60 Throttled
E2-21035 E2-21036 8 111.2 8.4173 224.50 218.90 214.44 209.54 2.267 1.212 4.467 0.36 FULL Surcharged
E2-21036 E2-21037 8 78.3 1.2299 214.44 209.54 238.12 208.58 0.867 0.916 3.793 FULL 4.87 Throttled
E2-21037 E2-21038 8 55.0 1.2309 238.12 208.58 212.70 207.90 0.867 0.916 3.413 4.84 4.73 Throttled
E2-21038 E2-21039 8 96.0 0.5208 212.70 207.90 211.08 207.40 0.564 0.919 3.529 4.70 FULL Throttled
E2-21039 E2-21040 8 205.0 0.5366 211.08 207.40 211.09 206.30 0.572 0.607 2.623 FULL 3.73 Throttled
E2-21040 E3-21001 8 100.0 0.47001 211.09 206.30 212.15 205.83 0.536 0.602 2.677 3.71 3.60 Throttled
E2-21041 E2-21042 6 242.6 13.1080 403.101 400.93 370.91 369.13 1.313 0.022 1.49 0.08 0.09 Gravit
E2-21042 E2-21043 6 179.2 9.1842 370.91 369.13 362.69 352.67 1.099 0.031 1.7761 0.09 0.10 Gravity
E2-21043 E2-21044 6 233.1 9.1828 362.69 352.67 338.56 331.27 1.099 0.048 2.25 0.10 0.11 Gravity
E2-21044 E2-21045 6 377.6 9.1811 338.56 331.27 307.01 296.60 1.099 0.084 3.401 0.11 0.13 Gravity
E2-21045 E2-21046 6 287.3 9.1803 307.01 296.60 272.18 270.22 1.099 0.110 4.075 0.13 0.13 Gravity
E2-21046 E3-21008 6 260.2 9.1826 272.18 270.22 255.20 246.33 1.099 0.126 4.667 0.13 0.13 Gravity
E2-21057 E2-21058 6 190.7 8.3901 482.80 476.10 469.40 460.10 1.051 0.025 1.507 0.08 0.10 Gravity
E2-21058 E2-21059 6 192.0 5.7292 469.40 460.10 455.80 449.10 0.868 0.035 1.995 0.10 0.10 Gravity
E2-21059 E2-21060 6 200.0 8.0500 455.80 449.10 441.80 433.00 1.029 0.048 1.726 0.10 0.14 Gravity
E2-21060 E2-21061 6 288.7 1.6973 441.80 433.00 433.80 428.101 0.473 0.058 1.534 0.14 0.17 Gravit
E2-21061 E2-21062 6 300.2 0.9993 433.80 428.10 430.90 425.101 0.3631 0.076 1.84 0.17 0.18 Gravit
E2-21062 E2-21063 6 297.4 1.0087 430.90 425.10 427.80 422.10 0.364 0.090 2.187 0.18 0.18 Gravi
E2-21063 E2-21064 6 286.6 1.2212 427.80 422.10 423.00 418.60 0.401 0.096 2.353 0.18 0.18 Gravi
E2-21064 E2-21065 6 249.1 10.0281 423.00 418.60 398.42 393.62 1.149 0.107 4.487 0.12 0.12 Gravit
E2-21065 E2-21066 6 210.2 12.2217 398.42 393.62 373.111 367.93 1'2681 0.118 4.444 n 191 0.13 Gravit
P1136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 24
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) C(apaaccity Flow Velocity DepManth in hole(ft) Manthole DS at Peak Flow
m d fUs
E2-21066 E2-21067 6 103.5 9.3527 373.11 367.93 363.57 358.25 1.110 0.124 4.435 0.13 0.14 Gravity
E2-21067 D2-21016 6 188.0 9.0319 363.57 358.25 347.57 341.27 1.090 0.133 3.533 0.14 0.17 Gravity
E2-21068 E2-21069 6 260.4 13.6943 435.97 430.99 400.45 395.33 1.343 0.042 2.413 0.09 0.10 Gravity
E2-21069 E2-21970 6 251.2 10.3519 400.45 395.33 374.47 369.33 1.167 0.053 2.882 0.10 0.10 Gravity
E2-21070 D2-21016 6 120.9 16.2366 366.05 360.90 347.57 341.27 1.462 0.064 1.7061 0.10 0.17 Gravity
E2-21071 E2-21099 6 218.1 3.9413 367.94 362.23 368.73 353.63 0.720 0.015 0.906 0.08 0.09 Gravity
E2-21072 E2-21074 6 141.4 0.7072 498.00 489.10 494.50 488.10 0.305 0.078 1.976 0.18 0.17 Gravity
E2-21073 E2-21074 6 96.8 4.0289 500.20 492.00 494.50 488.10 0.728 0.016 0.412 0.08 0.17 Gravity
E2-21074 E2-21075 6 216.9 1.4753 494.50 488.10 490.80 484.90 0.441 0.097 2.475 0.17 0.17 Gravity
E2-21075 E2-21076 6 298.6 6.0281 490.80 484.90 472.90 466.90 0.891 0.111 3.37 0.14 0.15 Gravity
E2-21076 E2-21077 6 209.0 4.3062 472.90 466.90 464.80 457.90 0.753 0.128 3.275 0.15 0.17 Gravity
E2-21077 E2-21078 61 300.4 3.1625 464.80 457.90 454.50 448.40 0.645 0.140 3.422 0.17 0.18 Gravity
E2-21078 E2-21079 6 217.2 2.9006 454.50 448.40 448.80 442.10 0.618 0.149 2.687 0.18 0.23 Gravity
E2-21079 E2-21086 6 266.3 5.8205 448.80 442.10 429.20 426.60 0.875 0.335 6.062 0.22 0.22 Gravity
E2-21080 E2-21081 6 183.0 10.4918 505.40 498.80 485.60 479.60 1.175 0.015 1.181 0.07 0.08 Gravity
E2-21081 E2-21082 6 137.0 13.0657 485.60 479.60 470.20 461.70 1.311 0.022 1.504 0.08 0.09 Gravity
E2-21082 E2-21083 6 180.0 8.0556 470.20 461.70 453.80 447.20 1.030 0.028 0.584 0.09 0.20 Gravity
E2-21083 E2-21079 6 188.9 2.6998 453.80 447.20 448.80 442.10 0.596 0.181 3.273 0.20 0.23 Gravity
E2-21084 E2-21085 6 179.0 1.2849 459.60 453.00 457.20 450.70 0.411 0.136 2.674 0.21 0.21 Gravity
E2-21085 E2-21083 6 239.0 1.4644 457.20 450.70 453.80 447.20 0.439 0.146 3.025 0.21 0.20 Gravity
E2-21086 E2-21087 6 256.7 9.7390 429.20 426.60 406.40 401.60 1.132 0.337 7.072 0.20 0.20 Gravity
E2-21087 E2-21088 6 174.0 10.6897 406.40 401.60 388.00 383.00 1.186 0.353 5.898 0.20 0.24 Gravity
E2-21088 D2-21007 6 135.6 5.7522 388.00 383.00 382.60 375.20 0.870 0.364 4.236 0.24 0.34 Gravity
E2-21089 D2-21007 6 235.4 10.0680 404.70 398.90 382.60 375.20 1.151 0.163 1.893 0.14 0.34 Gravity
E2-21090 E2-21091 6 153.1 8.8178 335.40 325.00 315.00 311.50 1.077 0.011 0.618 0.07 0.10 Gravit
E2-21091 E2-21092 6 173.8 0.9781 315.00 311.50 317.00 309.80 0.359 0.017 1.431 0.10 0.08 Gravit
E2-21092 E2-21093 6 144.6 14.7303 317.00 309.80 296.001 288.50 1.392 0.020 1.242 0.08 0.09 Gravity
E2-21093 E2-21094 6 96.5 2.9534 296.00 288.50 288.50 285.65 0.623 0.022 1.023 0.09 0.11 Gravity
E2-21094 E2-21095 6 125.3 0.7582 288.50 285.65 295.50 284.70 0.316 0.024 1.075 0.11 0.12 Gravity
E2-21095 D2-21057 6 146.1 0.7529 295.50 284.70 298.50 283.60 0.315 0.026 1.348 0.12 0.11 Gravity
E2-21099 D2-21013 6 225.9 3.9416 368.73 353.63 349.64 344.73 0.720 0.028 1.78 0.09 0.09 Gravity
E2-21970 E2-21070 6 81.4 10.3514 374.47 369.33 366.05 360.90 1.167 0.060 3.489 0.10 0.10 Gravity
E2-22002 E2-21023 6 94.7 1.1616 420.00 412.90 416.00 411.80 0.391 0.037 1.925 0.12 0.12 Gravity
E2-22003 E2-21016 6 143.8 16.6898 367.50 362.00 343.50 338.00 1.482 0.072 0.565 0.10 0.49 Gravity
E2-22004 E2-21016 8 141.2 20.9674 374.00 367.61 343.50 338.00 3.578 0.710 3.953 0.21 0.50 Gravity
E2-22007 E2-21071 6 115.0 27.6696 399.25 394.05 367.94 362.23 1.908 0.006 0.476 0.07 0.08 Gravity
E2-29004 E2-22004 8 35.7 9.9916 373.81 371.17 374.00 367.61 2.469 0.710 9.041 0.25 0.25 Gravity
E3-21001 E3-21002 8 120.5 0.5145 212.15 205.83 210.31 205.21 0.560 0.612 2.594 3.59 3.46 Throttled
E3-21002 E3-21003 8 171.7 0.4892 210.31 205.21 208.37 204.37 0.546 0.641 2.554 3.44 3.08 Throttled
E3-21003 E3-21004 8 140.0 0.4929 208.37 204.37 206.20 203.68 0.548 0.687 2.744 3.07 FULL Throttled
E3-21004 E3-21005 8 60.0 0.2500 206.20 203.68 212.46 203.53 0.391 0.608 2.967 FULL 2.51 Throttled
E3-21005 E3-21006 8 97.3 0.6578 212.46 203.53 206.73 202.89 0.633 0.608 2.548 2.50 2.70 Surchar ed
E3-21006 E3-21007 8 105.7 0.4541 206.73 202.89 207.82 202.41 0.527 0.613 2.556 2.69 2.68 Throttled
E3-21007 E3-21010 8 340.3 0.5907 207.82 202.41 210.20 200.40 0.600 0.737 3.058 2.66 1.54 Throttled
E3-21008 E3-21009 6 195.3 9.1813 255.20 246.33 232.00 228.401 1.099 0.126 4.459 0.13 0.14 Gravity
E3-21009 E3-21007 6 232.4 11.1833 232.00 228.40 207.82 202.41 1.213 0.152 1.043 0.14 2.68 Surcharged
E3-21010 E3-21011 8 242.6 0.5853 210.20 200.40 203.18 198.98 0.598 0.762 4.047 1.51 0.52 Throttled
E3-21011 E3-21012 8 159.3 13.3082 203.18 198.98 181.54 177.78 2.850 0.791 8.956 0.25 0.28 Gravit
E3-21012 E3-21129 8 29.5 9.4237 181.54 177.78 180.00 175.00 2.397 0.791 9.016 0.28 0.28 Gravit
P:\136000\136414-Burlingame VWV Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 25
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream 6E3-21129
Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole IDDiameter(in) Length(ft) Gradient I%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth in DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
E3-21013 8 129.4 1.1592 182.50 176.50 180.00 175.00 0.841 0.013 0.167 0.09 0.25 GravitE3-21014 6 47.5 0.7368 161.59 156.44 162.11 156.09 0.311 0.017 1.28 0.10 0.08 Gravit
E3-21015 6 355.0 0.1268 163.80 156.89 161.59 156.44 0.129 0.010 0.538 0.11 0.10 GravitE3-21016 - 6 180.1 9.2671 162.11 156.09 145.40 139.40 1.104 0.021 0.265 0.08 0.30 Gravity
E3-21017 E3-21018 10 262.8 5.2131 145.40 139.40 131.70 125.70 3.234 0.829 7.2821 0.30 0.30 Gravity
E3-21018 E3-21019 10 251.1 7.9849 131.70 125.70 112.90 105.65 4.003 0.838 5.662 0.27 0.36 Gravity
E3-21019 E3-21026 10 311.9 2.6771 112.90 105.65 103.30 97.30 2.317 0.874 5.916 0.36 0.36 Gravity
E3-21020 E3-21021 6 138.4 6.8425 140.60 135.00 131.97 125.53 0.949 0.016 0.942 0.08 0.10 Gravity
E3-21021 E3-21022 6 50.0 1.4400 131.97 125.53 132.01 124.81 0.435 0.018 1.263 0.10 0.09 Gravit
E3-21022 E3-21023 6 32.0 4.0938 132.01 124.81 128.75 123.50 0.734 0.020 1.139 0.09 0.10 Gravity
E3-21023 E3-21024 6 50.0 1.5600 128.75 123.50 129.23 122.72 0.453 0.021 1.511 0.10 0.08 Gravity
E3-21024 E3-21025 6 129.2 9.8994 129.23 122.72 117.83 109.93 1.142 0.029 1.791 0.08 0.09 Gravity
E3-21025 E3-21019 8 110.7 3.8663 117.83 109.93 112.90 105.65 1.536 0.033 0.261 0.09 0.36 Gravity
E3-21026 E3-21027 10 256.0 4.0078 103.30 97.30 93.04 87.04 2.836 0.877 6.384 0.33 0.34 Gravity
E3-21027 D3-21014 10 357.6 3.7584 93.04 87.04 81.29 73.60 2.746 0.905 3.256 0.34 0.73 Gravity
E3-21028 E3-21029 6 250.0 8.6120 158.91 155.60 137.85 134.07 1.065 0.002 0.137 0.07 0.07 Gravity
E3-21029 E3-21030 6 255.2 4.3299 137.85 134.07 126.03 123.02 0.755 0.007 0.55 0.07 0.08 Gravity
E3-21030 E3-21031 6 248.4 3.7520 126.03 123.02 116.80 113.70 0.703 0.012 0.945 0.08 0.08 Gravity
E3-21031 D3-21008 6 289.4 6.7761 116.80 113.70 97.64 94.09 0.944 0.019 1.234 0.08 0.09 Gravity
E3-21032 E3-21033 8 214.5 7.6830 163.37 158.97 147.19 142.49 2.165 0.005 0.385 0.07 0.07 Gravity
E3-21033 E3-21034 8 226.2 8.5853 147.19 142.49 127.60 123.07 2.289 0.011 0.814 0.07 0.07 Gravity
E3-21034 D3-21004 8 228.3 12.2733 127.60 123.07 102.39 95.05 2.737 0.012 0.768 0.07 0.08 Gravity
E3-21036 D3-21089 6 359.8 7.8933 144.00 139.80 117.60 111.40 1.019 0.012 0.88 0.07 0.08 Gravity
E3-21040 E3-21041 6 398.0 6.5503 288.59 275.75 252.46 249.68 0.928 0.139 3.4 0.15 0.18 Gravity
E3-21041 E3-21096 6 254.1 8.8371 252.46 249.68 232.91 227.23 1.078 0.257 6.268 0.18 0.18 Gravity
E3-21051 E3-21053 8 174.2 4.8220 203.40 198.30 195.99 189.90 1.715 1.344 5.692 0.46 1.86 Surcharged
E3-21052 E3-29001 8 38.2 8.5000 218.42 213.60 213.36 210.36 2.277 1.221 9.54 0.36 0.38 Gravity
E3-21053 E3-21057 8 189.1 2.7023 195.99 189.90 188.57 184.79 1.284 1.398 6.537 1.78 0.60 Throttled
E3-21054 E3-21053 6 20.0 2.7000 194.00 190.44 195.99 189.90 0.596 0.055 0.395 1.32 1.85 Surcharged
E3-21055 E3-21054 6 115.5 20.3680 232.92 213.97 194.00 190.44 1.637 0.048 1.516 0.09 1.32 Surcharged
E3-21057 E3-21058 8 257.6 5.4115 188.57 184.78 175.72 170.84 1.817 1.418 8.423 0.45 0.49 Gravity
E3-21058 E3-21059 8 214.7 6.9492 175.72 170.84 163.03 155.92 2.059 1.418 5.642 0.42 FULL Surchar ed
E3-21059 E3-21067 8 232.0 2.8103 163.03 155.92 156.80 149.40 1.310 1.405 5.059 FULL 5.87 Throttled
E3-21067 E3-21068 8 220.0 1.0500 156.80 149.40 151.18 147.09 0.801 1.427 6.673 5.80 0.60 Throttled
E3-21068 E3-21071 8 149.9 4.0427 151.18 147.09 145.18 141.03 1.571 1.437 7.77 0.52 0.52 Gravity
E3-21071 E3-21072 12 25.0 30.2800 145.18 141.03 140.18 133.46 12.674 1.852 9.465 0.28 0.41 Gravity
E3-21072 E3-2107412 9o.0 6.1778 140.18 133.46 133.57 127.90 5.725 1.852 3.428 0.41 2.16 Surcharged
E3-21073 E3-21071 6 290.1 11.6236 179.75 174.75 145.18 141.03 1.237 0.415 5.617 0.21 0.28 Gravity
E3-21074 E3-29002 12 59.1 0.0000 133.57 127.90 137.88 127.90 0.000 1.852 3.463 2.12 1.74 Throttled
E3-21075 E3-21076 12 183.4 1.8539 131.69 127.62 128.35 124.22 3.136 1.870 5.564 0.57 0.63 Gravity
E3-21076 E3-21077 12 120.0 1.4583 128.35 124.22 127.83 122.47 2.781 1.879 5.719 0.62 0.62 Gravity
E3-21077 E3-21078 12 190.4 1.2605 127.83 122.00 126.72 119.60 2.586 1.885 5.448 0.65 0.65 Gravity
E3-21078 E3-21128 18 345.9 2.0526 126.72 119.60 117.41 112.50 9.728 1.887 6.139 0.47 0.47 Gravity
E3-21078 E3-21126 8 123.7 13.2482 126.72 120.30 119.87 103.91 2.844 0.000 0 0.07 0.07 Gravit
E3-21079 E3-21123 12 121.8 1.6962 104.13 98.13 111.05 96.06 3.000 0.209 3.133 0.211 0.19 Gravit
E3-21080 E3-21081 12 105.3 0.6743 100.23 94.93 101.81 94.22 1.891 0.216 2.37 0.24 0.24 Gravity
E3-21081 E3-21082 12 45.6 4.0570 101.81 94.22 99.39 92.37 4.640 0.221 2.423 0.18 0.24]Gravity
E3-21082 E3-21083 12 111.8 0.7603 99.39 92.37 100.26 91.52 2.008 0.230 2.515 0.24 0.24 Gravit
E3-21083 E4-21019 12 191.2 0.8787 100.26 90.91 91.93 89.23 2.159 0.235 2.668 0.231 0.23 Gravit
P:\136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.As Page 26
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.6
Consent Decree Scenario
k P
Pipe Full Peaea k Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) modft/s Manhole(ft) Manhole(ft)
E3-21084 E3-21122 6 104.2 0.0000 171.99 167.73 169.35 167.73 0.000 0.013 0.737 0.16 0.10 Gravity
E3-21085 E3-21086 6 157.0 5.0637 159.51 153.06 149.50 145.11 0.816 0.029 1.989 0.09 0.09 Gravity
E3-21086 E3-21087 6 20.0 10.9000 149.50 145.11 146.80 142.93 1.198 0.033 1.762 0.09 0.10 Gravity
E3-21087 E3-21088 61 50.0 4.0200 146.80 142.93 144.91 140.92 0.727 0.039 2.632 0.10 0.09,Gravity
E3-21088 E3-21089 6 107.0 12.7664 144.91 140.92 131.77 127.26 1.2961 0.039 2.285 0.09 0.10 Gravity
E3-21089 E3-21090 6 69.3 6.1472 131.77 127.26 126.69 123.00 0.899 0.039 2.096 0.10 0.10 Gravity
E3-21090 E3-21092 6 124.1 9.9380 126.69 123.00 118.60 110.67 1.144 0.062 0.442 0.10 2.03 Surcharged
E3-21091 E3-21090 6 125.0 4.4080 136.06 128.51 126.69 123.00 0.762 0.021 1.118 0.09 0.10 Gravity
E3-21092 E3-29014 6 13.2 9.9697 118.60 110.67 117.69 109.35 1.144 0.062 0.417 2.03 3.34 Surcharged
E3-21093 E3-22013 6 124.7 5.5894 146.03 139.77 133.60 132.80 0.858 0.023 0.708 0.09 0.15 Gravity
E3-21094 E3-21095 6 300.0 1.3533 111.71 106.50 107.64 102.44 0.422 0.073 2.438 0.16 0.16 Gravity
E3-21095 E4-21066 6 148.5 6.5926 107.64 102.44 100.00 92.65 0.932 0.125 0.966 0.14 0.51 Surchar ed
E3-21096 E3-21097 6 128.9 8.8386 232.91 227.23 217.03 215.83 1.078 0.257 6.028 0.18 0.19 Gravity
E3-21097 E3-21098 6 302.1 10.5369 217.03 215.83 187.30 184.00 1.178 0.302 5.774 0.18 0.22 Gravity
E3-21098 E3-21099 6 224.5 6.5479 187.30 184.00 172.18 169.30 0.928 0.322 2.355 0.22 1.36 Surcharged
E3-21099 E3-21100 6 84.3 -0.2966 172.18 169.30 172.05 169.55 -0.198 0.332 3.11 1.34 0.39 Surcharged
E3-21100 E3-21103 8 85.6 4.4626 172.05 169.55 169.15 165.73 1.651 0.343 5.354 0.22 0.22 Gravity
E3-21101 E3-21100 8 49.3 0.3245 172.93 169.71 172.05 169.55 0.445 0.010 0.15 0.10 0.22 Gravity
E3-21102 E3-21103 6 93.1 0.0000 169.15 165.73 169.15 165.73 0.000 0.006 0.131 0.19 0.19 Gravity
E3-21103 E3-21104 8 127.0 8.5197 169.15 165.73 158.89 154.91 2.280 0.351 6.363 0.19 0.20 Gravity
E3-21104 E3-21105 8 128.9 7.44761 158.89 154.91 149.41 145.31 2.132 0.356 6.049 0.20 0.21 Gravity
E3-21105 E3-21106 8 171.1 6.1309 149.41 145.31 140.82 134.82 1.934 0.358 5.945 0.20 0.21 lGravity
E3-21106 E3-21107 8 128.7 6.0917 140.82 134.82 134.55 126.98 1.928 0.368 5.043 0.21 0.24 Gravity
E3-21107 E3-21108 8 171.3 3.4793 134.55 126.98 127.00 121.02 1.457 0.372 5.114 0.24 0.24 Gravity
E3-21108 E3-21109 8 128.0 10.3750 127.00 121.02 114.79 107.74 2.516 0.383 5.537 0.19 0.23 Gravity
E3-21109 E3-21110 8 172.0 4.5349 114.79 107.74 105.08 99.94 1.664 0.385 5.175 0.23 0.24 Gravity
E3-21110 E3-21111 8 128.0 3.6641 105.08 99.94 99.17 95.25 1.495 0.396 5.264 0.24 0.25 Gravity
E3-21111 E3-21112 8 172.0 3.5698 99.17 95.25 92.51 89.11 1.476 0.399 5.309 0.25 0.25 Gravity
E3-21112 E3-21113 8 127.0 6.8031 92.51 89.11 86.47 80.47 2.038 0.410 4.131 0.21 0.30 Gravity
E3-21113 D3-21017 10 408.1 1.2399 86.47 80.47 81.41 75.41 1.577 0.412 3.464 0.30 0.31 Gravity
E3-21114 E3-21115 6 128.0 4.5156 113.64 108.46 106.08 102.68 0.771 0.012 0.888 0.08 0.08 Gravity
E3-21115 E3-21116 8 172.0 4.5291 106.08 102.68 100.43 94.89 1.663 0.014 0.818 0.08 0.09 Gravity
E3-21116 E3-21117 8 127.9 3.7295 100.43 94.89 96.12 90.12 1.508 0.023 1.095 0.09 0.10 Gravity
E3-21117 E3-21027 8 209.8 1.4681 96.12 90.12 93.04 87.04 0.947 0.025 0.216 0.10 0.34 Gravity
E3-21118 D3-21079 6 125.0 3.5920 94.06 89.68 89.68 85.19 0.688 0.005 0.383 0.07 0.08 Gravity
E3-21119 E3-21055 6 99.1 20.3653 268.33 234.15 232.92 213.97 1.637 0.048 3.274 0.09 0.09 Gravity
E3-21120 E3-21014 6 83.0 19.1928 177.37 172.37 161.59 156.44 1.590 0.005 0.2961 0.07 0.10 Gravity
E3-21122 E3-21085 6 126.1 11.6336 169.35 167.73 159.51 153.06 1.237 0.018 1.115 0.08 0.09 Gravity
E3-21123 E3-21080 12 66.9 2.7414 111.05 96.06 100.23 94.23 3.815 0.211 0.427 0.19 0.94 Gravity
E3-21124 E3-21094 6 151.6 16.0290 133.60 132.80 111.71 108.50 1.452 0.026 2.023 0.08 0.08 Gravity
E3-21125 E3-21083 6 149.7 11.7502 116.34 109.11 100.26 91.52 1.243 0.002 0.192 0.07 0.07 Gravity
E3-21126 E3-21079 8 45.0 12.8489 119.87 103.91 104.13 98.13 2.800 0.003 0.044 0.07 0.21 Gravity
E3-21127 E3-21128 18 111.0 0.5315 121.65 110.42 117.41 109.83 4.951 -1.962 -1.762 0.68 1.41 Gravity
E3-21127 E4-21074 18 390.0 0.7385 121.65 109.83 120.35 106.95 5.835 1.962 4.092 0.61 0.66 Gravity
E3-21126 E3-21125 6 28.9 11.7301 117.41 112.50 116.34 109.111 1.243 0.000 0 0.07 0.07 Gravit
E3-21129 E3-21130 10 148.8 11.1492 180.00 175.00 164.37 158.41 4.730 0.803 7.409 0.25 0.29 Gravit
E3-21130 E3-22018 10 170.9 5.9743 164.37 158.41 154.28 148.20 3.463 0.803 7.4421 0.29 0.29 Gravit
E3-21131 E3-21018 8 153.81 4.42131 139.52 132.50 131.70 125.701 1.6431 0.005 0.052 0.070.28 Gravit
E3-21132 I E3-21114 6 170.81 7.56441 128.38 121.38 113.64 108.461 0.9981 0.0021 0.1941 0.08 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5V\ppendix A.xls Page 27
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation MPeak Peak odeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
E3-21132 E3-21025 8 110.1 10.3996 128.38 121.38 117.83 109.93 2.519 0.001 0.059 0.07 0.09 Gravity
E3-21133 E3-21015 6 146.0 0.6233 166.20 157.80 163.80 156.89 0.286 0.005 0.23 0.08 0.11 Gravity
E3-21134 E3-21020 8 146.6 0.7299 141.07 135.07 140.60 134.00 0.667 0.013 0.054 0.10 1.08 Surcharged
E3-22006 E3-21084 6 100.0 2.7800 173.63 170.51 171.99 167.73 0.605 0.007 0.213 0.07 0.16 Gravity
E3-22013 E3-21124 6 23.7 0.0000 133.60 132.80 133.60 132.80 0.000 0.023 1.105 0.15 0.11 Gravit
E3-22016 E3-21013 8 482.7 1.4585 188.54 183.54 182.50 176.50 0.943 0.006 0.319 0.08 0.09 Gravity
E3-22017 E3-21101 8 196.7 3.1978 185.80 176.00 172.93 169.71 1.397 0.009 0.437 0.08 0.10 Gravity
E3-22018 E3-21017 10 89.2 9.8655 154.28 148.20 145.40 139.40 4.448 0.805 7.041 0.25 0.30 Gravity
E3-22019 E3-21020 8 163.3 2.3637 142.36 136.36 140.60 132.50 1.201 0.000 0 0.07 2.58 Surcharged
E3-22019 E3-21020 8 164.1 0.9141 142.36 134.00 140.60 132.50 0.747 0.002 0.008 1.08 2.58 Surcharged
E3-22020 E3-21104 6 194.2 4.5778 167.20 163.80 158.89 154.91 0.776 0.002 0.042 0.07 0.20 Gravity
E3-22020 E3-21133 6 215.0 2.7907 167.20 163.80 166.20 157.80 0.606 0.002 0.12 0.07 0.08 Gravity
E3-22021 E3-21105 8 194.7 1.3816 151.50 148.00 149.41 145.31 0.918 0.000 -0.002 0.07 0.21 Gravity
E3-22021 E3-21134 8 216.4 4.7274 151.50 145.30 141.07 135.07 1.699 0.006 0.299 0.07 0.10 Gravity
E3-22023 E3-21024 6 218.4 14.9176 157.40 155.30 129.23 122.72 1.401 0.005 0.332 0.07 0.08 Gravity
E3-22024 E3-21106 6 188.5 8.8488 157.50 151.50 140.82 134.82 1.079 0.004 0.071 0.07 0.21 Gravity
E3-22025 E3-21132 8 51.5 24.0194 139.75 133.75 128.38 121.38 3.829 0.001 0.098 0.07 0.07 Gravity
E3-22026 E3-21107 8 154.8 6.6214 143.23 137.23 134.55 126.98 2.010 0.002 0.037 0.07 0.24 Gravity
E3-22028 E3-21114 6 120.0 16.3333 131.56 128.06 113.64 108.46 1.466 0.005 0.377 0.07 0.08 Gravity
E3-22029 E3-21108 6 155.0 7.1419 135.59 132.09 127.001 121.02 0.969 0.0061 0.143 0.07 0.19 Gravity
E3-22030 E3-21115 8 157.9 4.8702 116.37 110.37 106.08 102.68 1.724 0.000 0 0.07 0.08 Gravity
E3-22030 E3-21109 8 190.0 1.3842 116.37 110.37 114.79 107.74 0.919 0.000 -0.002 0.07 0.23 Gravity
E3-22032 E3-21116 6 100.0 12.8200 112.79 107.71 100.43 94.89 1.299 0.005 0.31 0.07 0.09 Gravity
E3-22033 E3-21110 6 160.0 7.4813 115.41 111.91 105.08 99.94 0.992 0.003 0.061 0.07 0.24 Gravity
E3-22035 E3-21111 8 189.8 1.0011 102.54 97.15 99.17 95.25 0.782 0.000 0.006 0.07 0.25 Gravity
E3-22035 E3-21117 8 158.2 4.4437 102.54 97.15 96.12 90.12 1.647 0.001 0.038 0.07 0.10 Gravity
E3-22036 D3-21079 6 153.0 3.7778 94.47 90.97 89.68 85.19 0.705 0.007 0.578 0.07 0.08 Gravity
E3-22037 E3-21112 6 155.0 2.7419 96.86 93.36 92.51 89.11 0.601 0.007 0.133 0.07 0.22 Gravity
E3-22038 D4-21054 6 89.3 6.0806 85.92 82.42 83.02 76.99 0.895 0.005 0.4021 0.07 0.08 Gravity
E3-29001 E3-21051 8 141.9 8.4954 213.36 210.36 203.40 198.30 2.277 1.229 6.816 0.36 0.52 Gravity
E3-29002 E3-21075 12 178.3 0.1570 137.88 127.90 131.69 127.62 0.913 1.870 4.704 1.691 0.73 Throttled
E3-29014 E3-21128 8 7.0 -44.9857 117.69 109.35 117.41 112.50 -5.240 0.076 1.434 3.34 0.19 Surcharged
E4-21002 E4-21003 6 267.2 0.5576 64.41 61.02 66.21 59.53 0.271 0.034 1.15 0.14 0.14 Gravity
E4-21003 E4-21004 6 167.2 3.5586 66.21 59.53 58.00 53.58 0.684 0.099 2.21 0.14 0.19 Gravity
E4-21004 E4-21005 6 300.0 1.7800 58.00 53.58 52.07 48.24 0.484 0.134 2.333 0.19 0.23 Gravity
E4-21005 E5-21069 6 300.0 1.4467 52.07 48.24 47.62 43.90 0.436 0.174 2.715 0.23 0.25 Gravity
E4-21006 E4-21007 8 196.6 6.5768 73.75 69.07 61.351 56.14 2.004 0.416 2.06 0.22 0.56 Gravity
E4-21007 E4-21009 8 40.0 0.0000 61.35 56.14 61.35 56.14 0.000 0.416 3.152 0.55 0.38 Gravity
E4-21009 E4-21012 8 150.0 3.4800 61.35 56.14 56.01 50.92 1.457 0.442 6.1371 0.26 0.27 Gravity
E4-21010 E4-21011 6 252.7 1.1634 59.01 56.30 58.00 53.36 0.391 0.017 0.639 0.10 0.13 Gravity
E4-21011 E4-21012 6 266.6 0.9152 58.00 53.36 56.01 50.92 0.347 0.038 0.55 0.13 0.27 Gravity
E4-21012 E4-21015 10 300.0 3.2133 56.01 50.92 50.85 41.28 2.539 0.521 3.41 0.27 0.37 Gravity
E4-21013 E4-21014 6 260.4 1.0753 51.73 47.25 48.60 44.45 0.376 0.019 0.739 0.10 0.13 Gravity
E4-21014 E4-21015 6 308.7 1.0269 48.60 44.45 50.85 41.28 0.368 0.039 0.382 0.13 0.37 Gravity
E4-21015 E4-21017 1 101 300.0 1.1367 50.85 41.281 49.23 37.87 1.510 0.597 2.452 0.37 0.54 Gravity
E4-21016 E4-21017 6 257.1 0.4201 41.40 38.95 49.23 37.87 0.235 0.040 0.308 0.15 0.54 Surcharged
E4-21017 E4-21018 10 300.0 0.4000 49.23 37.87 45.65 36.67 0.896 0.666 3.38 0.54 0.46 Gravity
E4-21018 D4-21004 81 333.9 0.2725 45.65 36.751 40.651 35.84 0.408 0.138 1.349 0.28 0.31 Gravity
E4-21018 D4-21001 10 300.0 1.1233 45.65 36.67 44.50 33.30 1.501 0.547 3.773 0.36 0.36 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Hppendix A.xls Page 28
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (fl) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) Fl d ft/s Manhole(ft) Manhole(ft)
E4-21019 E4-21020 12 62.6 11.0703 91.93 89.23 89.03 82.30 7.666 0.240 3.954 0.15 0.18 Gravity
E4-21020 E4-21021 12 87.6 5.1826 89.03 82.30 85.45 77.76 5.243 0.245 1.502 0.18 0.36 Gravity
E4-21021 E4-21022 12 75.4 0.1061 85.45 77.76 82.54 77.68 0.750 0.245 2.367 0.36 0.26 Gravity
E4-21022 E4-21023 12 87.0 1.2529 82.54 76.97 61.98 75.88 2.578 1.167 4.843 0.49 0.49 Gravity
E4-21023 E4-21024 12 41.1 1.4112 81.98 75.88 86.42 75.30 2.737 1.173 4.966 0.47 0.47 Gravity
E4-21024 E4-21025 12 51.1 2.3288 86.42 75.30 80.13 74.11 3.513 1.172 6.053 0.41 0.41 Gravity
E4-21025 E4-21026 12 69.2 2.5578 80.13 74.11 78.84 72.34 3.683 1.179 5.119 0.41 0.46 Gravity
E4-21026 E4-21027 12 82.1 1.5104 78.84 72.34 92.25 71.10 2.830 1.179 5.311 0.46 0.45 Gravity
E4-21027 E4-21028 12 160.1 1.6615 92.25 71.10 74.96 68.44 2.969 1.186 5.484 0.45 0.44 Gravity
E4-21028 E4-21029 12 108.6 1.7864 74.96 68.44 71.80 66.50 3.079 1.188 4.762 0.44 0.49 Gravity
E4-21029 E4-21067 12 21.8 1.2661 71.80 66.50 93.78 66.22 2.592 1.198 4.806 0.49 0.49 Gravity
E4-21030 E4-21031 12 249.7 1.6740 71.52 66.13 67.25 61.95 2.980 1.204 4.375 0.45 0.53 Gravity
E4-21031 E4-21032 12 127.6 0.9326 67.25 61.95 65.76 60.76 2.224 1.211 4.153 0.53 0.56 Gravity
E4-21032 E4-21033 12 118.1 0.8383 65.76 60.76 64.08 59.77 2.109 1.210 3.403 0.56 0.66 Gravity
E4-21033 E4-21034 12 69.5 0.4604 64.08 59.77 64.39 59.45 1.562 1.210 3.639 0.65 0.62 Gravity
E4-21034 E4-21035 12 66.7 0.5697 64.39 59.45 63.20 59.07 1.739 1.217 3.917 0.62 0.59 Gravity
E4-21035 E4-21036 12 92.8 1.0345 63.20 59.07 62.27 58.11 2.342 1.224 3.63 0.53 0.63 Gravity
E4-21036 E4-21037 12 82.6 0.5690 62.27 58.11 62.06 57.64 1.738 1.228 3.931 0.63 0.59 Gravity
E4-21037 E4-21038 12 109.5 0.7763 62.06 57.64 60.87 56.79 2.029 1.232 3.872 0.57 0.60 Gravity
E4-21038 E4-21039 12 151.6 0.6662 60.87 56.79 64.89 55.78 1.880 1.237 3.748 0.60 0.62 Gravity
E4-21039 E4-21040 12 79.8 0.6515 64.89 55.78 64.51 55.261 1.860 1.241 3.538 0.61 0.65 Gravit
E4-21040 E4-21042 12 132.0 0.6591 64.51 55.26 61.37 54.391 1.870 1.383 4.115 0.64 0.63 Gravity
E4-21042 E4-21075 18 49.8 1.4257 61.37 53.21 60.22 52.50 8.108 1.787 3.832 0.51 0.64 Gravity
E4-21043 E4-21042 8 227.4 2.0053 65.37 58.95 61.37 54.39 1.106 0.401 4.337 0.29 0.29 Gravity
E4-21045 D4-21014 18 325.4 1.2846 53.53 45.78 47.74 41.60 7.696 3.814 6.563 0.76 0.76 Gravity
E4-21047 E3-21094 6 307.0 4.4691 127.92 120.22 111.71 106.50 0.767 0.025 0.751 0.09 0.16 Gravity
E4-21048 E3-21095 6 307.0 0.7720 114.29 104.81 107.64 102.44 0.319 0.029 0.991 0.12 0.14 Gravity
E4-21049 E4-21048 6 20.0 2.3500 113.30 105.28 114.29 104.81 0.5561 0.0291 1.236 0.10 0.12 Gravi
E4-21051 E4-21052 6 150.0 0.5533 103.22 97.04 103.77 96.21 0.270 0.009 0.464 0.09 0.11 Gravity
E4-21052 E4-21053 6 20.0 1.3000 103.77 96.21 104.991 95.95 0.414 0.029 1.413 0.11 0.1 1Gravit
E4-21053 E4-22020 6 194.2 1.3182 104.99 95.95 97.171 93.39 0.416 0.029 0.583 0.11 0.21 Gravity
E4-21054 E4-21055 6 143.4 2.2566 104.81 92.65 91.40 89.41 0.545 0.196 3.644 0.22 0.22 Gravity
E4-21055 E4-21061 6 156.6 2.2567 91.40 89.41 91.58 85.88 0.545 0.200 1.881 0.22 0.84 Surcharged
E4-21056 E4-21065 6 100.2 2.0559 80.85 77.56 77.63 75.50 0.520 0.286 3.954 0.28 0.28 Gravity
E4-21057 E4-21056 6 111.0 3.6216 91.99 81.58 80.85 77.56 0.690 0.284 3.867 0.24 0.28 Gravity
E4-21058 E4-21057 6 50.0 1.7600 93.07 82.46 91.99 81.58 0.481 0.276 3.722 0.28 0.28 Gravity
E4-21059 E4-21058 6 20.0 1.6500 94.19 82.79 93.07 82.46 0.466 0.2721 3.611 0.29 0.29 Gravity
E4-21060 E4-22031 6 223.0 0.6457 88.28 84.23 91.37 82.79 0.291 0.248 1.816 1.01 1.32 Surcharged
E4-21061 E4-21060 6 353.5 0.4668 91.58 85.88 88.28 84.23 0.248 0.224 2.089 0.83 1.02 Surcharged
E4-21062 E4-22027 6 239.1 3.1221 84.26 78.64 81.33 71.18 0.641 0.056 2.152 0.12 0.13 Gravity
E4-21063 E4-21064 6 44.0 1.1591 69.85 62.93 66.92 62.42 0.391 0.379 3.509 0.43 0.40 Gravity
E4-21064 E4-21043 8 115.2 3.0122 66.92 62.42 65.37 58.95 1.356 0.390 4.213 0.25 0.29 Gravity
E4-21065 E4-21063 6 162.0 7.7593 77.63 75.50 69.85 62.93 1.011 0.291 2.557 0.20 0.45 Gravity
E4-21066 E4-21054 6 151.5 0.0000 100.00 92.65 104.81 92.651 0.000 0.129 2.347 0.51 0.22 Throttled
E4-21067 E4-21030 1 121 7.4 1.2703 93.78 66.22 71.52 66.131 2.592 1.198 4.81 0.491 0.49 Gravit
E4-21068 E4-21075 i 18 102.8 1.8482 62.69 54.40 60.22 52.50 9.234 1.967 4.397 0.50 0.64 Gravit
E4-21069 E4-21071 18 330.2 -5.5300 74.77 68.24 92.00 86.50 -15.968 -1.967 -8.418 0.40 0.39 Gravit
E4-21069 E4-21068 181 274.1 5.0493 74.77 68.24 62.69 54.40 15.259 1.967 5.936 0.40 0.50 Gravit
E4-21072 E4-21071 18 397.1 3.3996 105.93 100.00 92.00 86.501 12.5191 1.962 7.305 0.431 0.43 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Eval u ation\TM 5Wppendix A.As Page 29
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pie US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
p p Length(ft) Gradient(%) Capacity Depth in US Depth in DS
Manhole ID Manhole ID Diameter(in) (ft) (ft) (ft) (ft) (mgd) Flow Velocity Manhole(ft) Manhole(f) at Peak Flow
m d ft/s
E4-21073 E4-21072 18 319.7 2.0050 116.37 106.41 105.93 100.00 9.615 1.962 6.134 0.49 0.49 Gravity
E4-21074 E4-21073 18 100.6 0.5368 120.35 106.95 116.37 106.41 4.976 1.962 4.094 0.66 0.66 Gravity
E4-21075 E4-21045 18 279.2 2.4069 60.22 52.50 53.53 45.78 10.535 3.768 6.463 0.64 0.76 Gravity
E4-22013 E4-21045 6 105.5 1.7156 54.10 51.01 53.53 49.20 0.475 0.011 0.791 0.08 0.08 Gravity
E4-22020 E4-22021 6 19.5 0.00001 97.17 93.39 96.99 93.39 0.000 0.038 0.889 0.21 0.19 Gravity
E4-22021 E4-21054 6 243.3 0.2959 96.99 93.39 104.81 92.67 0.197 0.051 1.098 0.19 0.20 Gravity
E4-22023 E4-21059 6 59.3 0.0000 94.83 82.79 94.19 82.79 0.000 0.006 0.073 0.29 0.29 Gravity
E4-22024 E4-21061 6 75.0 7.7467 94.74 91.69 91.58 85.88 1.010 0.013 0.129 0.08 0.84 Surcharged
E4-22025 E4-22026 6 15.7 0.0000 91.97 87.59 91.97 87.59 0.000 0.030 1.297 0.16 0.12 Gravity
E4-22026 E4-21062 6 178.2 5.0224 91.97 87.59 84.26 78.64 0.813 0.039 1.721 0.10 0.12 Gravity
E4-22027 E4-22028 6 20.7 3.1256 81.33 71.18 80.65 70.53 0.641 0.070 2.495 0.13 0.14 Gravity
E4-22028 E4-21063 6 243.4 3.1216 80.65 70.53 69.85 62.93 0.641 0.079 0.699 0.14 0.45 Gravity
E4-22029 E4-21043 8 231.3 2.7756 75.12 65.37 65.37 58.95 1.302 0.005 0.049 0.07 0.29 Gravity
E4-22031 E4-21059 6 180.5 0.1828 91.37 82.79 94.19 82.46 0.155 0.267 2.018 1.31 0.62 Throttled
E5-21003 E5-21004 6 260.9 0.7742 53.63 48.15 49.61 46.13 0.319 0.029 1.575 0.12 0.12 Gravity
E5-21004 E5-21005 6 120.0 4.3667 49.61 46.13 44.58 40.89 0.758 0.039 1.931 0.10 0.11 Gravity
E5-21005 E5-21006 6 120.0 2.7500 44.58 40.89 41.20 37.59 0.602 0.043 0.32 0.11 0.89 Surcharged
E5-21006 E5-21007 6 34.5 1.4203 41.20 37.59 41.28 37.10 0.432 0.560 4.654 0.83 0.45 Throttled
E5-21007 E5-21008 10 94.4 1.1335 41.28 37.07 39.20 36.00 1.508 0.659 3.953 0.40 0.40 Gravity
E5-21008 E5-21009 10 238.9 1.7539 39.20 34.38 34.78 30.19 1.876 0.674 4.485 0.36 0.37 Gravity
E5-21009 E5-21031 12 230.0 1.2696 34.78 30.19 31.65 27.27 2.595 0.704 4.067 0.37 0.37 Gravity
E5-21010 E5-21009 6 250.0 3.2600 41.85 38.40 34.78 30.25 0.655 0.019 0.471 0.09 0.31 Gravity
E5-21011 E5-21031 8 154.0 0.6494 32.27 28.27 31.65 27.27 0.630 0.013 0.189 0.09 0.37 Gravit
E5-21012 E5-21013 6 185.0 -7.3297 41.17 37.07 53.27 50.63 -0.982 -0.004 -0.353 0.40 0.07 Gravity
E5-21012 E5-21007 6 159.7 0.0000 41.17 37.07 41.28 37.07 0.000 0.007 0.07 0.40 0.40 Gravity
E5-21013 E5-21014 6 205.0 0.5463 53.27 50.63 53.69 49.51 0.268 0.001 0.079 0.07 0.08 Gravity
E5-21014 E5-21015 6 188.4 0.5573 53.69 49.51 52.84 48.46 0.271 0.005 0.345 0.08 0.09 Gravit
E5-21015 E5-21016 61 190.0 0.3579 52.84 48.46 52.13 47.78 0.217 0.006 0.315 0.09 0.10 Gravity
E5-21016 E5-21026 6 383.5 2.6988 52.13 47.78 40.69 37.43 0.596 0.035 1.396 0.10 0.13 Gravit
E5-21017 E5-21007 10 790.2 0.7466 52.51 43.06 4128 37.16 1.224 0.096 1.02 0.17 0.31 Gravity
E5-21018 E5-21017 10 275.0 1.0909 51.67 46.06 52.51 43.06 1.479 0.093 1.786 0.17 0.17 Gravity
E5-21021 E5-21022 8 266.4 2.2973 43.05 38.20 36.09 32.08 1.184 0.000 0 0.07 0.07 Gravity
E5-21022 E5-21023 8 35.0 0.5143 36.09 32.09 35.91 31.91 0.560 0.000 0 0.07 0.07 Gravity
E5-21023 E5-21024 8 160.3 0.8796 35.91 31.91 34.93 30.50 0.733 0.000 0 0.07 0.07 Gravity
E5-21024 E5-21025 8 172.7 0.3764 34.93 30.30 36.13 29.65 0.479 0.028 0.412 0.13 0.23 Gravity
E5-21025 E5-21029 8 285.3 0.2173 36.13 29.65 36.66 29.03 0.364 0.084 1.646 0.23 0.19 Gravity
E5-21026 E5-21025 61 356.0 1.9607 40.69 37.43 36.13 30.45 0.508 0.0511 2.046 0.13 0.13 Gravity
E5-21027 E5-21026 61 264.1 1.0451 44.09 40.33 40.69 37.57 0.371 0.0121 0.793 0.09 0.09 Gravity
E5-21028 E5-21027 61 283.8 0.4475 45.19 41.60 44.09 40.33 0.243 0.002 0.1451 0.07 0.09 Gravity
E5-21028 E5-21009 61 358.6 3.0006 45.19 41.60 34.78 30.84 0.628 0.006 0.507 0.07 0.07 Gravity
E5-21029 E5-21030 8 270.8 0.6647 36.66 29.031 35.51 27.23 0.637 0.092 1.777 0.18 0.19 Gravity
E5-21030 E5-21032 8 385.8 0.6143 35.51 27.23 34.86 24.86 0.612 0.097 1.291 0.19 1.46 Surcharged
E5-21031 E5-21033 12 193.0 1.2642 31.65 27.27 34.69 24.83 2.590 0.716 3.604 0.37 1.48 Surcharged
E5-21032 E5-21033 10 21.7 0.9677 34.86 24.86 34.69 24.65 1.392 0.098 0.484 1.46 1.66 Surcharged
E5-21033 E5-21034 10 290.0 0.3069 34.69 24.65 33.58 23.76 0.785 0.805 2.47 1.65 1.58 Throttled
E5-21034 E5-21035 10 268.7 0.3312 33.58 23.76 33.01 22.87 0.815 0.816 2.481 1.57 1.55 Throttled
E5-21035 E5-210351 15 83.0 0.5060 33.01 22.55 31.66 22.13 2.971 4.506 5.84 1.75 1.18 Throttled
E5-21035A E6-21050 18 213.0 0.5211 31.66 22.13 30.40 21.02 4.902 4.505 4.881 1.151 1.14 Gravit
E5-21036 E5-21035 1 151 44.1 1.3152 33.781 23.24 33.01 22.66 4,7871 3.6851 4.4441 1.551 1.76 Surchar ed
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 30
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Peak Peak Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
E5-21038 E5-21039 8 210.0 3.6048 24.29 21.11 20.32 13.54 1.483 0.009 0.257 0.08 0.14 Gravity
E5-21039 E5-21041 8 320.5 0.4243 20.32 13.54 18.06 12.18 0.509 0.040 1.337 0.14 0.13 Gravity
E5-21040 E5-21039 6 243.1 1.0366 24.91 16.06 20.32 13.54 0.369 0.017 0.563 0.10 0.14 Gravity
E5-21041 E5-21046 8 244.9 0.8983 18.06 12.03 12.82 9.83 0.740 0.122 1.936 0.19 0.22 Gravity
E5-21042 E5-21041 8 239.1 1.7900 21.29 16.31 18.06 12.03 1.045 0.034 0.622 0.10 0.19 Gravity
E5-21043 E5-21041 6 181.0 1.1160 21.30 14.20 18.06 12.18 0.383 0.040 1.566 0.13 0.13 Gravity
E5-21044 E5-21045 6 447.1 0.3668 27.49 22.29 23.57 20.65 0.220 0.007 0.286 0.09 0.13 Gravity
E5-21044 E5-21043 6 128.3 6.3055 27.49 22.29 21.30 14.20 0.911 0.029 1.152 0.09 0.13.Gravity
E5-21045 D5-21004 6 265.1 0.3998 23.57 20.65 23.25 19.59 0.229 0.023 1.089 0.13 0.11 Gravity
E5-21046 E5-21047 8 276.2 0.7133 12.82 9.83 11.43 7.86 0.660 0.134 1.28 0.22 0.32 Gravity
E5-21047 E5-21048 8 255.4 0.1919 11.43 7.86 11.03 7.37 0.342 0.147 2.196 0.32 0.23 Gravity
E5-21048 E5-21049 B. 150.4 0.6250 11.03 7.29 11.64 6.35 0.618 0.198 1.401 0.27 0.40 Gravity
E5-21049 E5-21050 8 188.0 0.2340 11.64 6.35 10.72 5.91 0.378 0.249 2.603 0.40 0.29 Gravity
E5-21050 D5-21005 10 46.6 0.7725 10.72 5.91 10.36 5.55 1.245 0.276 1.697 0.28 0.39 Gravity
E5-21051 E5-21050 10 25.9 3.1274 10.72 6.72 10.72 5.91 2.505 0.026 0.249 0.10 0.28 Gravity
E5-21052 E5-21051 6 96.6 0.9317 12.05 7.62 10.72 6.72 0.350 0.021 1.107 0.11 0.10 Gravity
E5-21053 E5-21049 6 171.6 6.6200 25.57 18.57 11.64 7.21 0.933 0.043 2.437 0.10 0.101Gravity
E5-21054 E5-21053 6 335.4 3.0501 31.47 28.91 25.57 18.68 0.634 0.009 0.755 0.08 0.08 Gravity
E5-21055 E5-21053 6 395.3 3.3747 38.05 31.91 25.57 18.57 0.666 0.024 1.366 0.09 0.10 Gravity
E5-21056 E5-21057 6 319.9 1.5286 49.39 45.57 46.28 40.68 0.4491 0.0161 0.401 0.09 4.66 Surcharged
E5-21057 E5-21058 6 319.9 0.4939 46.28 40.68 50.54 39.10 0.255 -0.131 -0.768 4.66 6.61 Surcharged
E5-21058 E5-21059 6 13.9 0.0000 50.54 39.60 50.80 39.60 0.000 -1.058 -0.022 6.12 7.35 Throttled
E5-21058 E5-21060 6 319.9 0.1876 50.54 39.10 44.39 38.50 0.157 0.500 4.077 6.59 0.89 Throttled
E5-21059 E5-21061 8 304.5 0.4039 50.80 38.73 44.60 37.50 0.497 1.088 5.093 8.28 3.67 Throttled
E5-21060 E5-21063 6 301.8 1.9980 44.39 38.50 36.69 32.47 0.513 0.510 4.43 0.84 0.45 Surcharged
E5-21061 E5-21062 8 302.1 4.3793 44.60 37.50 37.30 24.27 1.635 1.079 3.685 3.62 10.88 Surcharged
E5-21062 E5-21066 8 175.1 0.3883 37.30 24.27 35.80 23.59 0.487 1.073 3.984 10.86 8.21 Throttled
E5-21063 E5-21064 6 125.2 4.5048 36.69 32.47 36.36 26.83 0.770 0.510 3.851 0.31 0.69 Surcharged
E5-21064 E5-21067 8 262.5 0.4267 36.36 26.83 31.22 25.71 0.510 0.525 3.405 0.67 0.43 Throttled
E5-21065 E5-21064 8 195.0 3.6103 36.42 33.87 36.36 26.83 1.484 0.007 0.153 0.08 0.68 Surcharged
E5-21066 E5-21068 8 224.7 0.3961 35.80 23.59 30.20 22.70 0.492 1.075 4.915 8.18 4.79 Throttled
E5-21067 D5-21040 10 377.0 2.2679 31.22 25.71 23.66 17.16 2.133 0.563 3.132 0.30 0.43 Gravity
E5-21068 D5-21039 8 215.4 2.1959 30.20 22.701 25.60 17.97 1.158 1.078 5.323 4.75 5.32 Surcharged
E5-21069 E5-21070 6 300.0 1.5067 47.62 43.90 43.33 39.38 0.445 0.212 2.411 0.25 0.33 Gravity
E5-21070 E5-21071 6 300.0 1.0900 43.33 39.38 39.94 36.11 0.379 0.269 2.575 0.32 0.39 Gravity
E5-21071 E5-21072 6 300.0 1.1000 39.94 36.11 36.94 32.81 0.380 0.3341 3.287 0.38 0.37 Gravity
E5-21072 D5-21060 8 125.0 6.5280 36.94 32.81 36.01 24.65 1.996 0.403 2.101 0.22 0.53 Gravity
E5-21073 E5-21048 8 148.6 0.5518 12.13 8.11 11.03 7.29 0.580 0.049 0.57 0.15 0.27 Gravity
E5-21074 E6-21076 6 310.0 4.3129 33.35 28.86 23.48 15.49 0.753 0.024 1.583 0.09 0.09 Gravity
E5-21075 E5-21059 6 252.8 1.4517 46.90 42.40 50.80 38.73 0.437 0.447 2.898 FULL 8.31 Throttled
E5-21076 E5-21075 6 391.2 0.8691 59.40 45.80 46.90 42.40 0.338 0.638 4.038 FULL FULL Throttled
E5-22002 E5-21056 6 230.0 0.8739 48.85 47.58 49.39 45.57 0.339 0.008 0.547 0.08 0.09 Gravity
E5-22003 E5-21057 6 252.7 0.3364 44.84 41.53 46.28 40.68 0.210 -0.150 -0.95 FULL 4.66 Surcharged
E5-22005 E5-21058 6 163.1 0.7664 43.36 40.35 50.54 39.10 0.318 -0.430 -2.516 FULL 6.59 Throttled
E5-22007 E5-21071 6 225.0 -0.0489 38.91 36.00 39.94 36.11 -0.080 0.024 0.237 0.51 0.39 Surcharged
E5-22008 E5-21060 6 235.0 0.1447 40.32 38.84 44.39 38.50 0.138 0.009 0.174 0.55 0.89 Surcharged
E5-22009 E5-21072 6 318.7 0.3263 37.39 33.85 36.94 32.81 0.207 0.020 0.381 0.12 0.22 Gravi
E5-22010 E5-21065 6 55.0 1.0545 36.20 34.45 36.42 33.87 0.373 0.002 0.209 0.07 0.08 Gravi
E5-22011 E5-21003 6 50.0 6.2600 53.56 51.28 53.63 48.15 0.908 0.004 0.153 0.07 0.12 Gravit
Pae 31
P:\136000\136414 Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5V�ppendix A.xls g
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
k P
Pipe Full Peaea k Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) (mad) ft/s Manhole(ft) Manhole(ft)
E5-22012 E5-21010 6 300.0 0.6967 43.19 40.49 41.85 38.40 0.303 0.009 0.643 0.09 0.09 Gravity
E5-22013 E5-22013A 8 105.0 0.6667 34.90 29.50 33.65 28.80 0.638 0.012 0.654 0.09 0.09 Gravity
E5-22013A E5-21011 8 81.0 0.6543 33.65 28.80 32.27 28.27 0.632 0.012 0.638 0.09 0.09 Gravity
E5-22014 E5-21055 6 432.6 1.1442 37.97 36.86 38.05 31.91 0.388 0.008 0.474 0.08 0.09 Gravity
E5-22015 E5-21040 6 183.7 5.9118 33.72 27.12 24.91 16.26 0.882 0.005 0.5011 0.07 0.07 Gravity
E5-22016 E5-21040 6 159.5 8.0564 31.13 28.91 24.91 16.06 1.030 0.004 0.248 0.07 0.10 Gravity
E5-22019 E5-21021 8 304.3 1.2751 49.72 42.08 43.05 38.20 0.882 0.000 0 0.07 0.07 Gravit
E5-22039 E5-21070 8 146.7 0.6885 44.69 40.39 43.33 39.38 0.648 0.021 0.193 0.10 0.33 Gravity
E6-21001 E6-21002 6 376.5 0.3772 34.56 30.65 32.64 29.23 0.223 0.039 0.672 0.16 0.24 Gravity
E6-21002 E6-21003 6 337.6 0.2695 32.64 29.23 30.98 28.32 0.188 0.077 1.893 0.24 0.18 Gravity
E6-21003 E7-21057 6 223.0 1.3049 30.98 28.32 30.96 25.41 0.414 0.077 2.193 0.16 0.16 Gravity
E6-21006 E6-21294 8 259.0 1.4479 29.35 23.06 28.00 19.31 0.940 0.000 0.009 0.07 0.13 Gravity
E6-21007 E6-21008 6 276.0 0.94571 30.93 25.49 28.56 22.88 0.353 0.012 0.467 0.09 0.13 Gravity
E6-21008 E6-21009 6 60.9 2.1232 28.56 22.88 28.69 21.59 0.529 0.058 2.062 0.13 0.14 Gravity
E6-21009 E6-21010 6 163.3 2.1231 28.69 21.59 27.34 18.12 0.529 0.065 0.514 0.14 0.49 Gravity
E6-21010 E6-21925 18 130.0 0.3077 27.34 18.12 27.73 17.72 3.767 0.841 3.046 0.48 0.44 Gravity
E6-21013 E6-21294 8 273.0 1.0293 27.17 22.12 28.00 19.31 0.793 0.067 2.078 0.15 0.15 Gravity
E6-21017 E6-21030 18 289.6 0.4489 25.48 16.53 23.78 15.23 4.549 0.921 1.596 0.46 0.76 Gravity
E6-21018 E6-21019 6 218.0 1.3028 34.71 29.61 31.97 26.77 0.414 0.035 1.274 0.12 0.13 Gravity
E6-21019 E6-21021 6 230.1 1.1604 31.97 26.771 29.02 24.10 0.391 0.046 0.592 0.13 0.30 Gravity
E6-21020 E6-21021 6 454.4 0.8737 33.28 28.07 29.02 24.10 0.339 0.276 3 0.36 0.34 Gravity
E6-21021 E6-21022 6 107.8 2.1521 29.02 24.10 27.08 21.78 0.532 0.327 4.314 0.29 0.29 Gravity
E6-21022 E6-21026 8 224.8 1.3746 27.08 21.78 26.90 18.69 0.916 0.337 1.43 0.29 0.89 Surcharged
E6-21023 E6-21024 8 305.0 1.1607 34.53 26.09 30.20 22.55 0.842 0.449 3.684 0.35 0.35 Gravit
E6-21024 E6-21025 10 299.0 0.6020 30.20 22.15 28.91 20.35 1.099 0.537 2.622 0.42 0.47 Gravit
E6-21025 E6-21026 10 331.6 0.5006 28.91 20.35 26.90 18.69 1.002 0.585 1.717 0.47 0.89 Surcharged
E6-21026 E6-21027 10 260.9 0.3756 26.90 18.69 25.51 17.71 0.868 0.931 3.318 0.88 0.63 Throttled
E6-21027 E6-21028 10 218.1 0.6006 25.51 17.71 24.65 16.40 1.098 0.950 2.981 0.62 0.83 Gravity
E6-21028 E6-21030 10 246.0 0.4756 24.65 16.40 23.78 15.231 0.977 0.978 2.905 0.82 0.76 Gravity
E6-21030 E6-21041 18 363.0 0.3085 23.78 15.23 21.39 14.11 3.772 1.908 3.413 0.76 0.74 Gravity
E6-21032 E6-21033 8 255.0 0.6118 35.73 30.53 34.00 28.97 0.611 0.018 0.367 0.10 0.18 Gravit
E6-21033 E6-21034 6 328.3 0.5178 34.00 28.97 32.16 27.27 0.261 0.065 1.859 0.18 0.17 Gravity
E6-21034 E6-21035 8 228.5 1.7155 32.16 27.27 27.67 23.35 1.023 0.094 1.99 0.15 0.18 Gravity
E6-21035 E6-21036 8 227.1 1.4839 27.67 23.35 25.31 19.98 0.952 0.122 1.719 0.18 0.24 Gravity
E6-21036 E6-21038 8 250.0 0.6520 25.31 19.981 23.60 18.35 0.631 0.154 2.175 0.24 0.23 Gravity
E6-21037 E6-21083 21 140.0 0.3857 18.99 11.49 18.56 10.95 6.361 3.240 2.843 0.96 1.21 Gravity
E6-21037 E6-21046 21 45.8 1.4410 18.99 11.49 19.41 10.83 12.295 3.548 2.81 0.96 1.50 Gravity
E6-21038 E6-21039 8 243.6 0.74711 23.60 16.18 22.38 14.36 0.675 0.188 0.816 0.25 0.69 Surcharged
E6-21039 E6-21040 10 281.9 0.0674 22.38 14.36 21.62 14.17 0.368 0.248 0.717 0.69 0.79 Gravity
E6-21040 E6-21041 10 253.3 0.0237 21.62 14.17 21.39 14.11 0.218 0.287 0.869 0.79 0.74 Gravity
E6-21041 E6-21043 18 307.0 0.4625 21.39 14.11 18.71 12.69 4.618 2.202 4.159 0.74 0.71 Gravity
E6-21043 E6-21037 14 43.0 0.6744 18.71 12.69 18.99 12.40 2.853 1.104 3.843 0.51 0.51 Gravity
E6-21043 E6-21037 14 43.0 0.6744 18.71 12.69 18.99 12.40 2.853 1.104 3.843 0.51 0.51 Gravity
E6-21046 E6-21084 21 234.3 0.1921 19.41 10.83 18.43 10.38 4.489 3.543 2.408 1.49 1.66 Gravity
E6-21050 E6-21052 18 379.0 0.5435 30.40 21.02 32.22 18.961 5.0061 4.512 5.027 1.11 1.10 Gravity
E6-21052 E6-21055 18 327.0 0.5872 32.22 18.96 23.29 17.04 5.203 4.524 5.429 1.08 1.03 Gravity
E6-21053 E6-21055 8 182.0 0.5000 24.01 17.97 23.29 17.06 0.552 0.008 0.052 0.09 0.95 Surcharged
E6-21055 I E6-21056 21 348.01 0.5977 23.29 17.04 20.04 14.961 7.9191 4.5401 5.1851 0.96 0.97 Gravity
E6-21056 E6-21057 1 211 225.01 0.6044 20.04 14.96 19.21 13.601 7.9631 4.5511 5.2151 0.96 0.96 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 32
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream ;E6-21061
nstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID nhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth l US Depth l DS at Peak Flow
(mgd) m d ft�s Manhole(ft) Manhole(ft)
E6-21057 21 135.0 0.6296 19.21 13.60 18.75 12.75 8.127 4.560 5.3230.95 0.95 GravitE6-21058 4 8 192.8 0.4046 18.53 13.27 18.34 12.49 0.497 0.017 0.106 0.16 0.93 Surchar ed
E6-21059 8 8 149.3 0.0536 17.51 13.35 18.53 13.27 0.181 0.014 0.601 0.14 0.16 Gravity
E6-21060 E6-21059 81 250.9 0.2631 15.88 14.01 17.51 13.35 0.401 0.005 0.139 0.08 0.14,Gravity
E6-21061 E6-21065 14 50.0 0.6000 18.75 12.60 18.74 12.30 2.691 2.283 3.347 1.05 1.12 Gravity
E6-21061 E6-21065 14 50.0 0.6000 18.75 12.60 18.74 12.30 2.691 2.283 3.347 1.05 1.12 Gravity
E6-21064 E6-21065 8 17.9 -0.9497 18.34 12.49 18.74 12.66 -0.762 0.017 0.434 0.93 0.76 Surcharged
E6-21065 E6-21066 21 137.0 0.3796 18.74 12.30 18.67 11.78 6.310 4.585 4.607 1.11 1.07 Gravit
E6-21066 E6-21037 21 77.0 0.3766 18.67 11.78 18.99 11.49 6.286 4.590 5.068 1.06 0.99 Gravity
E6-21068 E6-21069 6 168.5 1.4896 18.84 12.73 16.32 10.22 0.443 0.000 0 0.07 0.08 Gravity
E6-21068 E6-21037 6 12.8 0.4688 18.84 12.73 18.99 12.67 0.248 0.000 0 0.07 0.07 Gravity
E6-21069 D6-21068 6 380.4 0.4311 16.32 10.22 13.49 8.58 0.238 0.005 0.106 0.08 0.20 Gravity
E6-21070 E6-210716 255.0 0.2275 21.13 14.98 23.40 14.40 0.173 0.028 0.799 0.15 0.16 Gravity
E6-21071 E6-21074 6 260.9 1.9471 23.40 14.40 15.12 9.32 0.506 0.094 1.742 0.16 0.22 Gravity
E6-21072 E6-21074 6 245.6 0.5415 14.80 10.65 15.12 9.32 0.267 0.017 0.323 0.11 0.22 Gravity
E6-21073 E6-21072 6 126.0 0.4444 14.12 11.21 14.80 10.65 0.242 0.008 0.384 0.09 0.11 Gravity
E6-21074 D6-21065 6 221.5 0.8217 15.12 9.32 11.74 7.50 0.329 0.121 1.474 0.22 0.47 Gravity
E6-21075 E6-21076 6 330.0 0.7000 24.23 17.59 23.48 15.28 0.304 0.028 1.187 0.12 0.12 Gravity
E6-21076 E6-21071 6 27.0 2.8889 23.48 15.18 23.40 14.40 0.617 0.061 1.748 0.13 0.16 Gravity
E6-21077 E6-21078 6 354.0 0.7599 30.00 26.25 28.34 23.56 0.316 0.018 0.674 0.10 0.13 Gravity
E6-21078 E5-21044 6 214.4 0.5924 28.34 23.56 27.49 22.29 0.279 0.031 1.261 0.13 0.12 Gravity
E6-21079 E6-21080 6 346.7 0.0750 20.09 15.41 20.58 15.15 0.099 0.008 0.218 0.12 0.17 Gravity
E6-21080 E6-21070 6 220.0 0.0773 20.58 15.15 21.13 14.98 0.101 0.020 0.633 0.17 0.15 Gravity
E6-21083 E6-21085 21 156.0 0.3782 18.56 10.95 18.06 10.36 6.299 3.239 2.138 1.21 1.64 Gravity
E6-21084 E6-21085 21 24.9 0.1606 18.43 10.38 18.06 10.34 4.108 3.542 2.397 1.65 1.66 Gravity
E6-21085 D6-21001 27 225.9 0.1948 18.06 10.34 18.89 9.90 8.835 6.778 3.062 1.65 1.81 Gravity
E6-21086 E6-21097 8 249.1 -0.9635 32.00 28.66 31.94 31.06 -0.767 -0.011 -0.643 0.10 0.09 Gravity
E6-21086 E6-21096 8 55.3 2.7306 32.00 28.66 31.02 27.15 1.291 0.032 1.476 0.10 0.10 Gravity
E6-21088 E6-21010 15 249.0 0.4538 28.98 19.25 27.34 18.12 2.813 0.778 2.742 0.45 0.49 Gravity
E6-21092 F6-21027 8 184.0 2.5272 40.53 38.75 39.09 34.10 1.242 0.028 1.426 0.09 0.09 Gravity
E6-21093 E6-21039 8 293.4 1.5644 24.64 22.20 22.38 17.61 0.977 0.025 1.235 0.10 0.10 Gravity
E6-21096 E6-21024 8 163.6 2.8117 31.02 27.15 30.20 22.55 1.310 0.041 1.869 0.10 0.10 Gravity
E6-21097 E6-21034 8 114.8 3.3014 31.94 31.06 32.16 27.27 1.419 0.019 0.506 0.09 0.15 Gravity
E6-21098 E6-21032 8 295.0 2.1932 39.92 37.00 35.73 30.53 1.157 0.012 0.566 0.08 0.10 Gravity
E6-21294 E6-21925 8 74.0 2.1486 28.00 19.31 27.73 17.72 1.145 0.071 0.458 0.13 0.44 Gravit
E6-21923 E6-21023 8 120.9 0.0000 36.00 26.09 34.53 26.09 0.000 0.427 3.183 0.82 0.38 Throttled
E6-21925 E6-21017 18 217.0 0.5484 27.73 17.72 25.48 16.53 5.0281 0.912 3.055 0.44 0.46 Gravity
E6-21926 E6-21013 8 325.0 0.4985 26.92 23.74 27.17 22.12 0.552 0.023 0.647 0.11 0.15 Gravity
E6-22001 E6-21001 6 170.0 0.0647 33.30 31.05 34.56 30.94 0.092 0.003 0.266 0.09 0.08 Gravity
E6-22002 E6-21002 6 160.0 0.6187 33.17 30.22 32.64 29.23 0.285 0.013 0.216 0.10 0.24 Gravity
E6-22003 F7-21020 6 350.0 0.2171 33.30 29.17 34.10 28.41 0.169 0.010 0.074 0.10 0.55 Surchar ed
E6-22008 E5-21042 8 443.9 2.3384 27.62 26.751 21.29 16.37 1.195 0.023 1.234 0.09 0.09 Gravity
E6-22015 E6-21077 6 141.0 0.8156 31.05 27.40 30.00 26.25 0.328 0.004 0.234 0.08 0.10.Gravity
E6-22016 E6-22017 6 125.0 1.3840 24.99 20.72 24.91 18.99 0.427 0.006 0.281 0.08 0.11 Gravity
E6-22017 E6-21075 6 307.8 0.4548 24.91 18.99 24.23 17.59 0.245 0.016 0.677 0.11 0.12 Gravit
E6-22018 E6-21076 6 192.6 4.2575 27.35 23.38 23.48 15.18 0.749 0.007 0.263 0.07 0.13 Gravity
E6-22019 E6-21072 6 153.7 0.7807 15.39 11.85 14.80 10.65 0.321 0.003 0.165 0.07 0.11 Gravity
E6-22020 E6-21073 6 124.1 0.8219 14.86 12.23 14.12 11.211 0.3291 0.004 0.289 0.08 0.09 Gravity
E7-21001 E7-21002 6 190.0 1.4579 34.47 27.87 30.18 25.101 0.4381 0.0051 0.0911 0.07 0.21 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 33
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
k
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Pipe Full PeaPeak Maximum Maximum
Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ftfs Manhole(ft) Manhole(ft)
E7-21002 E7-21003 6 325.0 0.17851 30.18 25.14 30.76 24.56 0.153 0.033 0.74 0.17 0.19 Gravity
E7-21003 E7-21004 6 343.3 0.2039 30.76 24.56 31.55 23.86 0.164 0.046 1.569 0.19 0.34 Gravity
E7-21004 E7-21013 6 172.9 0.9717 31.55 23.70 29.94 22.02 0.358 0.263 2.748 0.49 1.17 Surcharged
E7-21005 E7-21006 10 180.0 0.9500 33.61 26.81 33.00 25.10 1.381 0.821 3.991 0.47 0.47 Gravity
E7-21006 E7-21012 6 183.7 0.2123 33.00 25.10 32.26 24.71 0.167 0.158 1.825 0.40 0.33 Gravity
E7-21006 E7-21007 10 231.0 1.1688 33.00 25.10 33.30 22.40 1.531 0.669 2.099 0.40 0.72 Gravity
E7-21007 E7-21055 10 311.8 0.2213 33.30 22.40 30.68 21.71 0.666 0.682 3.373 0.72 0.47 Gravity
E7-21012 E7-21004 6 141.1 0.7158 32.26 24.71 31.55 23.70 0.307 0.218 2.391 0.32 0.50 Gravity
E7-21013 E7-21016 6 148.4 0.9299 29.94 22.02 28.55 20.64 0.350 0.265 2.498 1.16 1.67 Surcharged
E7-21014 E7-21013 6 402.6 0.7079 29.57 24.87 29.94 22.02 0.305 0.007 0.055 0.07 1.17 Surcharged
E7-21015 E7-21016 6 270.0 0.5704 27.78 22.52 28.55 20.98 0.274 0.008 0.271 0.07 1.33 Surcharged
E7-21016 E7-21017 6 164.1 0.7861 28.55 20.64 26.67 19.35 0.322 0.269 1.911 1.66 1.97 Surcharged
E7-21017 E7-21025 6 359.8 0.1890 26.67 19.35 22.82 18.67 0.158 0.2821 3.069 1.96 0.34 Throttled
E7-21018 E7-21017 6 231.8 0.9232 26.39 21.49 26.67 19.35 0.349 0.006 0.044 0.08 1.97 Surcharged
E7-21019 E7-21017 6 340.0 0.3000 24.86 20.37 26.67 19.35 0.199 0.013 0.098 0.95 1.97 Surcharged
E7-21020 E7-21021 6 341.8 1.0035 27.32 23.29 23.65 19.86 0.363 0.005 0.295 0.08 0.11 Gravity
E7-21021 E7-21022 6 360.0 0.4361 23.65 19.86 25.57 18.29 0.240 0.018 0.79 0.11 0.12 Gravity
E7-21022 E7-21023 6 360.0 0.3333 25.57 18.29 22.87 17.09 0.209 0.018 0.726 0.12 0.12 Gravity
E7-21023 E7-21024 6 360.0 0.3750 22.87 17.09 21.16 15.74 0.222 0.022 0.914 0.12 0.12 Gravity
E7-21024 D7-21035 6 375.0 0.7200 21.16 15.74 18.801 13.04 0.308 0.029 1.112 0.121 0.13 Gravity
E7-21025 E7-21028 8 362.1 0.2044 22.82 18.67 26.49 17.93 0.353 0.169 1.714 0.33 0.30 Gravity
E7-21025 E7-21028 10 360.2 0.2054 22.82 18.67 26.49 17.93 0.642 0.205 1.809 0.33 0.30 Gravity
E7-21026 E7-21025 6 287.7 0.3650 25.88 20.04 22.82 18.99 0.219 0.030 1.251 0.14 0.12 Gravity
E7-21027 E7-21028 6 315.0 0.3556 24.32 19.05 26.49 17.93 0.216 0.018 0.226 0.12 0.30 Gravity
E7-21028 E7-21030 10 360.0 0.3806 26.49 17.93 25.17 16.56 0.874 0.232 2.383 0.30 0.27 Gravity
E7-21028 E7-21030 6 362.4 0.8195 26.49 17.93 25.17 14.96 0.328 0.208 1.559 0.30 0.84 Surcharged
E7-21029 E7-21030 6 270.0 0.2000 22.38 17.73 25.17 17.19 0.162 0.019 0.956 0.13 0.11 Gravity
E7-21030 E7-21031 8 377.0 0.3156 25.17 14.96 22.50 13.77 0.439 0.481 3.292 0.82 0.41 Throttled
E7-21030 E7-21031 10 375.0 0.7440 25.17 16.56 22.50 13.77 1.222 0.000 -0.005 0.07 0.29 Gravity
E7-21031 E7-21032 10 374.8 0.8324 22.50 13.69 17.34 10.57 1.292 0.506 1.72 0.37 0.65 Gravity
E7-21032 137-21036 10 260.0 0.5346 17.34 10.91 16.24 9.52 1.036 0.291 2.077 0.31 0.35 Gravity
E7-21032 137-21040 10 285.1 0.6734 17.34 10.91 16.25 8.99 1.162 0.326 2.393 0.31 0.34 Gravity
E7-21033 E7-21034 6 262.0 0.3053 27.73 22.88 27.29 22.08 0.200 0.018 0.609 0.12 0.14 Gravity
E7-21034 E7-21035 6 305.0 0.5443 27.29 22.08 27.27 20.42 0.268 0.036 0.981 0.14 0.17 Gravity
E7-21035 E7-21025 6 320.7 0.5457 27.27 20.42 22.82 18.67 0.268 0.054 0.601 0.17 0.33 Gravit
E7-21036 E7-21037 6 285.0 0.3088 28.19 24.71 26.93 23.83 0.202 0.020 0.753 0.12 0.13 Gravity
E7-21037 E7-21038 6 365.0 0.4219 26.93 23.83 26.34 22.29 0.236 0.026 1.043 0.13 0.13 Gravity
E7-21037 E7-21034 6 360.0 0.6139 26.93 24.29 27.29 22.08 0.284 0.000 -0.001 0.07 0.14 Gravity
E7-21038 E7-21028 6 260.0 1.3692 26.34 22.29 26.49 18.73 0.424 0.042 1.707 0.13 0.13 Gravity
E7-21039 E7-21040 6 245.0 0.5714 26.91 21.28 24.30 19.88 0.274 0.019 0.831 0.11 0.12 Gravity
E7-21040 E7-21043 6 375.0 1.1840 24.30 19.88 20.08 15.44 0.395 0.035 0.717 0.12 0.21 Gravity
E7-21041 E7-21030 6 245.0 0.2816 24.49 17.88 25.17 17.19 0.193 0.014 0.799 0.11 0.10 Gravity
E7-21042 E7-21031 61 250.0 0.40401 21.15 14.79 22.501 13.78 0.231 0.014 0.21 0.11 0.28 Gravity
E7-21043 E7-21045 6 373.5 0.3668 20.08 15.44 18.891 14.07 0.220 0.069 1.225 0.21 0.23 Gravity
E7-21044 E7-21043 6 311.4 0.3757 21.47 17.11 20.08 15.94 0.222 0.024 1.121 0.13 0.11 Gravity
E7-21045 E7-21046 6 310.0 0.4065 18.89 14.07 17.91 12.81 0.231 0.091 1.69 0.23 0.22 Gravity
E7-21046 E7-21032 6 315.0 0.6032 17.91 12.81 17.34 10.910.282 0.104 1.266 0.22 0.31 Gravit
E7-21047 D7-21040 6 244.9 0.4328 17.25 10.34 16.25 9.28 0.239 0.013 0.763 0.10 0.10 Gra it
E7-21048 E7-21049 6 269.0 0.5167 28.26 25.33 29.87 23.94 0.261 0.004 0.305 0.08 0.08 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Vappendix A.xls Page 34
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient I%) (n) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft/g Manhole(ft) Manhole(ft)
E7-21049 E7-21050 6 360.2 0.5997 29.87 23.94 26.02 21.78 0.281 0.004 0.312 0.08 0.07 Gravity
E7-21050 E7-21051 6 375.0 0.8107 26.02 21.78 23.09 18.74 0.327 0.004 0.21 0.07 0.10 Gravity
E7-21051 E7-21044 6 312.4 0.5218 23.09 18.74 21.47 17.11 0.262 0.012 0.45 0.10 0.13 Gravity
E7-21052 E7-21053 6 216.4 0.3420 18.51 17.55 17.72 16.81 0.212 0.000 0 0.07 0.07 Gravi
E7-21053 D7-21001 6 322.1 0.56191 17.72 16.81 17.88 15.00 0.272 0.000 0 0.07 0.07 Gravity
E7-21055 E7-21057 10 66.9 0.7623 30.68 21.71 30.96 21.20 1.236 0.692 2.867 0.46 0.54 Gravity
E7-21057 E7-21058 10 113.6 0.5634 30.96 21.20 30.38 20.56 1.063 0.773 3.566 0.53 0.49 Gravity
E7-21058 E6-21088 15 257.8 0.5081 30.38 20.56 28.98 19.25 2.977 0.774 2.992 0.44 0.45 Gravity
E7-22001 E7-21033 6 244.5 0.6094 28.22 24.47 27.73 22.98 0.283 0.010 0.641 0.09 0.09 Gravity
E7-22002 E7-21036 6 276.2 0.2824 29.48 25.49 28.19 24.71 0.193 0.009 0.363 0.10 0.12 Gravity
E7-22003 E7-21039 6 287.5 0.5809 26.36 22.951 26.91 21.28 0.276 0.009 0.448 0.09 0.11 Gravity
E7-22005 E7-21040 6 260.0 0.7077 26.67 21.72 24.30 19.88 0.305 0.008 0.355 0.09 0.12 Gravity
E7-22007 E7-21018 6 218.0 0.7844 26.70 23.20 26.39 21.49 0.321 0.002 0.158 0.07 0.08 Gravity
E7-22008 E7-21041 6 200.0 0.4000 24.13 18.68 24.49 17.88 0.229 0.006 0.281 0.08 0.11 Gravity
E7-22009 E7-21042 6 200.0 0.5050 20.49 15.80 21.15 14.79 0.258 0.005 0.261 0.08 0.11 Gravity
E7-22010 E7-21005 6 345.0 0.1681 30.31 27.74 33.61 27.16 0.149 0.016 0.995 0.13 0.13 Gravity
E7-22011 E7-21015 6 254.6 1.1233 28.44 25.38 27.78 22.52 0.385 0.000 0 0.07 0.07 Gravity
E7-22012 E7-22013 6 15.0 0.0000 24.62 21.21 24.63 21.21 0.000 0.012 0.681 0.11 0.10 Gravity
E7-22012 E7-21019 6 110.0 0.7636 24.62 21.21 24.86 20.37 0.317 -0.007 0.161 0.11 0.95 Surcharged
E7-22013 E7-21021 6 150.0 0.9000 24.63 21.21 23.65 19.86 0.344 0.013 0.635 0.09 0.11 Gravity
E7-22014 E7-21026 6 251.7 0.44501 25.72 21.16 25.88 20.041 0.242 0.0121 0.411 0.10 0.14 Gravity
E7-22015 E7-21027 61 235.0 0.6085 23.09 20.48 24.32 19.05 0.283 0.006 0.291 0.08 0.12 Gravity
E7-22016 E7-21029 61 250.0 0.1840 27.03 18.19 22.38 17.73 0.156 0.009 0.321 0.10 0.13 Gravity
E7-22017 E7-21047 6 210.0 0.2190 17.35 10.80 17.25 10.34 0.170 0.006 0.346 0.09 0.10 Gravity
E7-22018 D7-21013 6 430.0 0.5395 23.69 19.31 19.63 16.99 0.266 0.007 0.451 0.08 0.09 Gravity
E7-22019 D7-21077 6 251.4 0.2387 21.16 16.60 20.07 16.00 0.177 0.002 0.136 0.07 0.09 Gravity
E7-22019 E7-21031 6 123.6 2.2816 21.16 16.60 22.50 13.78 0.548 0.007 0.103 0.07 0.28 Gravity
E8-21001 E8-22002 6 125.0 0.3360 23.76 18.79 22.36 18.37 0.210 0.002 0.207 0.07 0.07 Gravity
E8-21002 E8-21003 6 281.0 0.8470 18.53 14.72 16.011 12.34 0.334 0.006 0.419 0.08 0.08 Gravity
E8-21003 E8-21004 6 281.6 1.3672 16.01 12.34 12.87 8.49 0.424 0.0101 0.503 0.08 0.11 Gravity
E8-21004 E8-21006 6 288.3 0.9712 12.87 8.49 9.51 5.69 0.358 0.0261 0.512 0.11 0.21 Gravity
E8-21005 EB-21004 6 233.2 0.2058 12.83 8.97 12.87 8.49 0.165 0.012 0.557 0.11 0.11 Gravity
E8-21006 E8-21008 6 295.6 0.1319 9.51 5.69 8.56 5.30 0.132 0.0421 0.943 0.21 0.19 Gravity
E8-21007 E8-21006 6 220.0 0.3182 9.64 6.39 9.51 5.69 0.205 0.013 0.258 0.11 0.21 Gravity
E8-21008 D8-21001 6 318.5 0.1884 8.56 5.30 7.43 4.70 0.157 0.043 0.739 0.19 0.30 Gravity
E8-21009 E7-21045 6 315.2 0.7773 22.44 16.52 18.89 14.07 0.320 0.017 0.309 0.10 0.23 Gravity
E8-21010 E8-21011 6 233.3 0.5915 17.45 13.13 17.21 11.75 0.279 0.012 0.715 0.10 0.09 Gravity
E8-21011 E8-21013 6 281.0 1.2349 17.21 11.65 14.00 8.18 0.403 0.021 0.529 0.10 0.17 Gravity
E8-21012 E8-21013 6 241.7 0.5544 14.11 9.64 14.00 8.30 0.270 0.012 0.714 0.10 0.09 Gravity
E8-21013 D8-21003 6 281.0 0.2633 14.00 8.18 13.17 7.44 0.186 0.040 1.206 0.17 0.15 Gravity
E8-22001 E8-21001 6 262.3 0.6100 23.00 20.34 23.76 18.74 0.283 0.002 0.093 0.07 0.12 Gravity
E8-22002 E8-21002 6 161.8 2.2559 22.36 18.37 18.53 14.72 0.545 0.004 0.292 0.07 0.08 Gravity
E8-22004 E8-21010 6 221.7 0.8435 17.97 15.00 17.45 13.13 0.333 0.005 0.3 0.08 0.10 Gravity
E8-22005 EB-21012 6 212.6 0.7056 14.91 11.14 14.11 9.64 0.305 0.005 0.296 0.08 0.10 Gravit
E8-22006 E8-21005 6 208.9 1.1202 13.04 11.31 12.83 8.97 0.384 0.005 0.245 0.08 0.11 Gravity
E8-22007 D8-21007 6 136.5 0.2198 14.20 11.42 14.13 11.12 0.170 0.003 0.221 0.08 0.09 Gravit
F1-21001 E1-21003 6 355.0 0.6197 522.90 514.90 523.40 512.70 0.286 0.009 0.549 0.09 0.10 Gravity
F1-21002 F2-21106 6 167.2 3.7620 523.21 517.52 517.09 511.23 0.704 0.096 2.256 0.14 0.18 Gravit
F1-21006 F1-21002 6 170.0 3.8118 530.131 524.00 523.211 517.52 0.708 0.040 1.35 0.10 0.14 Gravit
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 35
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (g) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
F2-21001 F2-21002 6 357.5 0.4783 558.12 553.39 562.29 551.68 0.251 0.040 0.948 0.15 0.19 Gravity
F2-21002 F2-21003 6 377.8 0.5956 562.29 551.68 553.93 549.43 0.280 0.072 1.226 0.18 0.24 Gravity
F2-21003 F2-21004 6 216.2 1.7068 553.93 549.43 555.00 545.74 0.474 0.195 3.313 0.24 0.24 Gravity
F2-21004 F2-21005 6 99.5 6.3317 555.00 545.74 549.29 539.44 0.913 0.195 5.486 0.17 0.17 Gravity
F2-21005 F2-21006 6 213.3 10.0985 549.29 539.44 523.40 517.90 1.153 0.195 5.323 0.15 0.17 Gravity
F2-21006 F2-21009 6 128.8 10.6056 523.40 517.90 508.66 504.24 1.182 0231 6.315 0.17 0.17 Gravity
F2-21009 F2-21010 6 179.3 10.6748 508.66 504.24 488.81 485.10 1.185 0.231 5.739 0.16 0.18 Gravity
F2-21010 F2-21017 6 59.0 10.8814 488.81 485.10 481.79 478.68 1.197 0.274 6.941 0.18 0.18 Gravity
F2-21017 F2-21018 6 206.5 11.7579 481.79 478.68 458.87 454.40 1.244 0.274 5.767 0.17 0.20 Gravity
F2-21018 F2-21019 6 117.2 10.6741 458.87 454.40 445.03 441.89 1.185 0.352 8.06 0.20 0.19 Gravity
F2-21019 F2-21020 6 166.8 11.1643 445.03 441.88 425.20 423.26 1.212 0.352 6.946 0.20 0.21 Gravity
F2-21020 F2-21021 6 154.1 11.1668 425.20 423.26 410.04 406.05 1.212 0.394 7.895 0.21 0.21 Gravity
F2-21021 F2-21025 6 230.6 11.7303 410.04 406.05 383.45 379.00 1.242 0.394 6.409 0.21 0.24 Gravity
F2-21025 F2-21032 6 161.1 9.3917 383.45 379.00 368.75 363.87 1.112 0.484 7.188 0.24 0.26 Gravity
F2-21032 F2-21033 6 150.8 7.3077 368.75 363.87 356.75 352.85 0.981 0.484 7.246 0.26 0.26 Gravity
F2-21033 F2-21034 6 160.9 8.5581 356.75 352.85 343.62 339.08 1.061 0.517 7.693 0.26 0.26 Gravity
F2-21034 F2-21035 6 160.6 8.4496 343.62 339.08 331.43 325.51 1.055 0.517 3.721 0.26 FULL Surcharged
F2-21035 F2-21044 6 101.8 7.15131 331.43 325.51 323.51 318.23 0.970 0.973 6.989 5.91 FULL Throttled
F2-21044 F2-21052 6 83.1 6.8833 323.51 318.23 317.25 312.51 0.952 0.951 6.143 5.25 FULL Surcharged
F2-21052 F2-21053 6 256.0 5.4648 317.25 312.51 303.52 298.52 0.848 0.825 5.481 FULL 4.74 Surcharged
F2-21053 F2-21055 6 145.5 4.8385 303.52 298.56 300.11 291.52 0.798 0.850 5.757 4.63 3.14 Throttled
F2-21054 F2-21055 6 83.8 7.2554 299.83 297.60 300.11 291.52 0.977 0.044 0.295 0.10 3.13 Surcharged
F2-21055 F2-21056 6 69.1 3.0680 300.11 291.52 296.02 289.40 0.635 0.924 7.681 3.04 0.45 Throttled
F2-21056 F2-21081 8 255.0 11.5608 296.02 289.40 265.52 259.92 2.656 1.161 8.377 0.32 0.41 Gravity
F2-21081 F3-21045 8 160.3 6.3631 265.52 259.92 254.04 249.72 1.971 1.161 7.282 0.38 0.45 Gravity
F2-21082 F3-21042 6 171.1 1.1981 294.21 290.19 290.77 288.14 0.397 0.013 0.928 0.09 0.08 Gravity
F2-21084 F2-29008 6 200.0 9.0235 567.99 563.04 556.31 544.99 1.090 0.0211 1.291 0.08 0.09 Gravity
F2-21085 F2-21086 6 282.3 8.9656 553.54 547.50 527.99 522.19 1.086 0.059 2.087 0.10 0.14 Gravity
F2-21086 F2-21087 6 175.2 5.6507 527.99 522.19 522.57 512.29 0.862 0.108 3.09 0.14 0.16 Gravity
F2-21087 F2-21090 6 103.4 2.6209 522.57 512.29 519.06 509.58 0.587 0.108 1.724 0.16 0.25 Gravity
F2-21088 F2-21089 6 287.5 4.5739 555.90 551.80 543.68 538.65 0.776 0.009 0.764 0.07 0.08 Gravity
F2-21089 F2-21090 6 211.1 13.7707 543.68 538.65 519.06 509.58 1.346 0.018 0.284 0.08 0.25 Gravity
F2-21090 F2-21091 6 189.3 0.6815 519.06 509.58 515.24 508.29 0.299 0.135 2.259 0.25 0.24 Gravity
F2-21091 F2-21092 6 198.8 6.5040 515.24 508.29 505.52 495.36 0.925 0.166 3.969 0.16 0.18 Gravity
F2-21092 F2-21100 6 244.6 7.8332 505.52 495.36 484.35 476.20 1.015 0.251 3.591 0.18 0.27 Gravity
F2-21093 F2-21109 6 261.4 14.1890 544.88 537.18 507.19 500.09 1.366 0.040 1.977 0.09 0.11 Gravity
F2-21094 F2-21095 6 201.1 3.4411 545.24 540.83 538.49 533.91 0.673 0.016 1.099 0.08 0.09 Gravity
F2-21094 F2-21093 6 275.0 1.3273 545.24 540.83 544.88 537.18 0.418 0.010 0.694 0.08 0.09 Gravity
F2-21095 F2-21096 6 242.6 12.6092 538.49 533.91 508.52 503.32 1.288 0.038 2.59 0.09 0.09 Gravity
F2-21096 F2-21097 6 125.0 2.2560 508.52 503.24 505.44 500.42 0.545 0.063 2.298 0.13 0.13 Gravity
F2-21097 F2-21092 6 198.4 2.5504 505.44 500.42 505.52 495.36 0.579 0.069 1.652 0.13 0.18 Gravity
F2-21098 F2-21099 6 435.0 3.7609 497.12 493.37 480.69 477.01 0.704 0.005 0.255 0.07 0.11 Gravity
F2-21098 E2-21004 6 255.0 16.9373 497.12 493.37 457.16 450.18 1.493 0.010 0.664 0.07 0.09 Gravity
F2-21099 F2-21100 6 107.2 0.7556 480.69 477.01 484.35 476.20 0.315 0.019 0.278 0.11 0.27 Gravity
F2-21100 F2-21101 61 207.5 2.2554 484.35 476.20 481.86 471.52 0.545 0.285 4.117 0.27 0.27 Gravit
F2-21101 F2-21126 112.9 6.6076 481.86 471.52 470.04 464.06 0.933 0.295 2.326 0.21 0.97 Surcharged
F2-21102 F2-21103 6 203.3 0.5952 470.04 464.06 469.29 462.85 0.280 0.303 2.494 0.96 0.65 Throttled
F2-21103 E2-21008 6 221.7 0.7037 469.29 462.85 470.83 461.29 0.304 0.314 3.197 0.63 0.36 Throttled
F2-21105 F2-21106 6 245.0 13.6816 550.92 544.83 517.09 511.31 1.342 0.024 1.441 0.08 0.10 Gravity
P:\136000\136414-Burlingame VVVV Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 36
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
k
Pipe Full PeaPeak Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth in US Depth in DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
F2-21106 F2-21108 6 263.7 2.2943 517.09 511.23 510.96 505.18 0.549 0.140 3.317 0.18 0.18 Gravit
F2-21107 F2-21108 6 327.5 14.4244 558.08 552.50 510.96 505.26 1.378 0.029 2.556 0.08 0.08 Gravit
F2-21108 F2-21110 6 151.3 9.0218 510.96 505.18 496.69 491.53 1.090 0.192 5.493 0.16 0.16 Gravit
F2-21109 F2-21110 6 177.3 4.8280 507.19 500.09 496.69 491.53 0.797 0.053 1.505 0.11 0.16 Gravit
F2-21110 E2-21001 6 141.6 15.0918 496.69 491.53 475.76 470.16 1.409 0.257 5.656 0.16 0.19 Gravit
F2-21111 F2-21112 6 174.0 14.1839 510.30 504.80 485.54 480.12 1.366 0.013 0.863 0.07 0.09 Gravit
F2-21112 E2-21001 6 227.5 4.3780 485.54 480.12 475.76 470.16 0.759 0.022 0.475 0.09 0.19 Gravit
F2-21113 E2-21017 6 250.0 4.9120 466.59 462.09 455.10 449.81 0.804 0.013 0.997 0.08 0.08 Gravit
F2-21115 F2-21116 6 60.0 5.2333 421.00 414.77 417.00 411.63 0.830 0.008 0.55 0.07 0.09 Gravit
F2-21116 F3-21039 6 211.4 1.0123 417.00 411.63 414.00 409.49 0.365 0.012 0.946 0.09 0.08 Gravit
F2-22002 F2-21084 6 206.0 2.9903 573.28 569.20 567.99 563.04 0.627 0.021 1.638 0.09 0.08 Gravit
F2-22004 F2-21105 6 227.7 16.1704 584.25 581.65 550.92 544.83 1.459 0.012 0.964 0.07 0.08 Gravit
F2-22006 F2-21088 6 190.0 6.4737 656.40 563.90 555.90 551.60 0.923 0.005 0.073 0.07 0.27 Gravit
F2-22007 F2-21111 6 126.9 6.4381 518.30 512.97 510.30 504.80 0.920 0.009 0.797 0.07 0.07 Gravit
F2-22008 F2-21096 6 195.0 0.8205 512.09 504.84 508.52 503.24 0.329 0.013 0.489 0.09 0.13 Gravit
F2-22009 F2-21095 6 90.5 5.2376 541.80 538.65 538.49 533.91 0.830 0.011 0.736 0.08 0.09 Gravit
F2-22010 F2-21091 6 139.5 0.0358 534.36 508.34 515.24 508.29 0.069 0.013 0.378 0.16 0.16 Gravit
F2-22020 F2-21107 6 160.0 5.3250 562.72 561.02 558.08 552.50 0.837 0.008 0.635 0.07 0.08 Gravit
F2-29008 F2-21086 6 252.7 9.0237 556.31 544.99 527.99 522.19 1.090 0.043 1.527 0.09 0.14 Gravity
F3-21002 F3-21003 6 271.3 10.9362 485.05 479.11 450.75 449.44 1.200 0.022 1.517 0.08 0.09 Gravit
F3-21003 F3-21004 6 226.9 17.9330 450.75 449.44 412.63 408.75 1.536 0.044 2.3241 0.09 0.10 Gravit
F3-21004 F3-21005 6 177.8 15.7255 412.63 408.75 386.04 380.79 1.439 0.082 4.119 0.10 0.11 Gravit
F3-21005 F3-21007 6 50.0 14.8540 386.04 380.79 383.04 373.36 1.398 0.088 4.384 0.11 0.11 Gravit
F3-21007 F3-21008 6 205.4 14.8549 383.04 373.36 355.16 342.85 1.398 0.092 4.487 0.11 0.11 Gravit
F3-21008 F3-21009 6 137.3 14.8514 355.16 342.85 335.29 322.46 1.398 0.097 4.731 0.11 0.11 Gravit
F3-21009 F3-21010 6 83.9 14.8510 335.29 322.46 314.00 310.00 1.398 0.097 4.291 0.11 0.12 Gravit
F3-21010 F3-21012 6 90.1 19.2120 314.00 310.00 296.95 292.69 1.590 0.135 4.789 0.12 0.14 Gravity
F3-21011 F3-21059 6 53.3 -10.5816 337.16 323.26 334.40 328.90 -1.180 0.012 0.597 5.68 0.11 Surcharged
F3-21012 F3-21013 6 125.0 8.9440 296.95 292.69 283.37 281.51 1.085 0.135 5.435 0.14 0.13 Gravit
F3-21013 F3-21014 6 136.8 14.0241 283.37 281.51 271.33 262.33 1.359 0.135 5.4351 0.13 0.13 Gravit
F3-21014 F3-21015 6 149.9 14.0327 271.33 262.33 245.19 241.29 1.359 0.135 5.4571 0.13 0.13 Gravit
F3-21015 F3-21016 6 98.91 18.5187 245.19 241.29 226.85 222.98 1.561 0.154 4.337 0.12 0.16 Gravit
F3-21016 F3-21037 6 40.0 18.5125 226.85 222.98 219.04 215.57 1.561 0.291 2.007 0.16 2.61 Surcharged
F3-21017 F3-21022 6 120.0 5.6167 381.10 376.74 379.14 370.00 0.860 0.022 1.181 0.08 0.10 Gravity
F3-21019 F3-21020 6 288.4 9.0361 424.50 420.24 398.37 394.18 1.091 0.013 0.964 0.07 0.08 Gravit
F3-21020 F3-21021 6 268.6 8.9166 398.37 394.18 375.85 370.23 1.083 0.025 0.639 0.08 0.18 Gravit
F3-21021 F3-21022 6 125.2 0.1837 375.85 370.23 379.14 370.00 0.155 0.035 1.397 0.18 0.13 Gravit
F3-21022 F3-21023 6 235.0 8.7830 379.14 370.00 355.00 349.36 1.075 0.061 2.994 0.10 0.11 Gravit
F3-21023 F3-21024 6 298.5 11.9196 355.00 349.36 318.58 313.78 1.253 0.084 3.776 0.11 0.12 Gravit
F3-21024 F3-21025 6 210.0 11.1667 318.58 313.78 295.48 290.33 1.212 0.101 5.0481 0.12 0.11 Gravity
F3-21025 F3-21026 6 141.2 27.3612 295.48 290.33 276.49 251.70 1.897 0.122 5.808 0.11 0.11 Gravity
F3-21026 F3-21016 6 105.0 27.3533 276.49 251.70 226.85 222.98 1.897 0.137 3.849 0.11 0.16 Gravit
F3-21027 F3-21028 6 86.2 46.8910 382.99 381.99 342.57 341.57 2.484 0.003 0.242 0.07 0.08 Gravit
F3-21028 F3-21034 6 223.4 28.7198 342.57 341.57 284.58 277.41 1.944 0.031 1.765 0.08 0.10 Gravit
F3-21029 F3-21030 6 114.1 1.0868 332.44 310.80 313.30 309.56 0.378 0.012 0.914 0.09 0.08 Gravit
F3-21030 F3-21031 6 227.4 6.3149 313.30 309.56 300.20 295.20
-6-91-21-0.019 1.397 0.08 0.08 Gravit
F3-21031 F3-21032 6 78.3 6.7433 300.20 295.20 294.92 289.92 0.942 0.023 0.567 0.08 0.18 Gravit
F3-21032 F3-21055 6 99.6 1.1044 294.92 289.92 293.82 288.82 0.381 0.089 1.047 0.18 0.32 Gravit
F3-21033 F3-21034 6 123.9 9.2090 293.82 288.82 284.58 277.11 1.101 0.089 5.017 0.12 0.10 Gravity
P:\136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5V\ppendix A.xls Page 37
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream 6F3-21054
Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled DepHydraulic Condition
Manhole IDDiameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) C�m94�y Flow Velocity Manhole(ft) Manholeh in US Depth
t (ft) at Peak Flow
m d ft/s
F3-21034 6 105.8 53.4594 284.58 277.41 229.37 220.85 2.652 0.125 4.569 0.10 0.13 Gravity
F3-21035 6 38.1 8.6168 229.37 220.85 218.33 217.57 1.064 0.125 2.212 0.13 0.23 Gravity
F3-21037 6 48.4 4.2934 219.04 215.57 218.33 213.49 0.752 0.291 1.865 2.60 4.30 Surchar ed
F3-21038 6 304.6 11.3854 214.71 209.43 179.75 174.75 1.224 0.416 8.056 0.21 0.21 Gravity
F3-21039 F3-21040 6 232.1 17.4451 414.00 409.49 373.20 369.00 1.515 0.0271 2.166 0.08 0.08 Gravit
F3-21040 F3-21041 6 151.3 28.1560 373.20 369.00 332.33 326.40 1.925 0.0301 1.942 0.08 0.09 Gravity
F3-21041 F2-21054 6 305.0 9.4426 332.33 326.40 299.83 297.60 1.115 0.038 2.188 0.09 0.10 Gravity
F3-21042 F3-21043 8 253.7 5.9992 290.77 288.14 286.63 272.92 1.913 0.021 1.5 0.08 0.08 Gravity
F3-21043 F3-21044 6 72.0 43.8750 286.63 272.92 246.37 241.33 2.402 0.032 1.99 0.08 0.09 Gravity
F3-21044 F3-21047 6 26.0 5.6154 246.37 241.33 243.33 239.87 0.859 0.032 0.319 0.09 0.37 Gravity
F3-21045 F3-21047 8 208.1 4.7333 254.04 249.72 243.33 239.87 1.700 1.161 7.864 0.42 0.42 Gravity
F3-21047 F3-21048 8 145.2 8.7397 243.33 239.87 230.93 227.18 2.310 1.221 9.591 0.35 0.38 Gravity
F3-21048 F3-210498 100.0 8.4970 230.93 227.18 223.16 218.68 2.277 1.221 9.59 0.36 0.38 Gra-vity
F3-21049 E3-21052 8 59.8 8.4967 223.16 218.68 218.42 213.60 2.277 1.221 9.589 0.36 0.38 Gravity
F3-21050 F3-21051 6 340.9 4.7668 318.56 314.89 303.42 298.64 0.792 0.016 1.176 0.08 0.08 Gravity
F3-21051 F3-21052 6 150.4 12.5997 303.42 298.64 285.29 279.69 1.288 0.030 2.289 0.08 0.08 Gravity
F3-21052 E3-21119 6 223.5 20.3772 285.29 279.69 268.33 234.15 1.637 0.034 2.271 0.08 0.09 Gravity
F3-21054 F3-21038 6 94.5 8.6106 218.33 217.57 214.71 209.43 1.064 0.416 7.398 0.23 0.23 Gravity
F3-21055 F3-21033 6 59.6 0.0000 293.82 288.82 293.82 288.82 0.000 0.089 2.094 0.32 0.19 Gravity
F3-21058 F3-21010 6 37.1 5.3908 318.00 312.00 314.00 310.00 0.843 0.028 1.253 0.09 0.12 Gravity
F3-21059 F3-21058 6 41.5 40.7229 334.40 328.90 318.00 312.00 2.3151 0.012 0.7941 0.07 0.09 Gravity
F3-22001 F2-21115 6 69.5 1.0360 418.40 415.49 421.00 414.77 0.3691 0.004 0.3871 0.07 0.07 Gravi
F3-22012 F3-21011 k16
80.1 3.7453 342.00 338.00 337.16 335.00 0.702 0.008 0.675 0.07 0.07 Gravit
F3-22013 F3-21027 33.7 4.8368 385.62 383.62 382.99 381.99 0.798 0.003 0.298 0.07 0.07 Gravity
F3-22014 F3-21029 68.8 0.8576 345.13 311.39 332.44 310.80 0.336 0.008 0.505 0.08 0.09 GravitF3-22020 F3-21058 34.4 2.3837 313.43 312.82 318.00 312.00 0.560 0.016 1.036 0.09 0.09 GravitF6-21010 F6-21011 220.9 1.0457 58.46 54.95 55.12 52.64 0.799 0.069 2.055 0.15 0.14 GravitF6-21011 F6-21012 35.5 1.7183 55.12 52.64 54.80 52.03 1.024 0.073 1.06 0.14 0.23 GravitF6-21012 F6-21013 171.9 0.2036 54.80 52.03 55.04 51.68 0.352 0.081 1.072 0.23 0.25 Gravity
F6-21013 F6-21014 8 199.3 0.1957 55.04 51.68 55.70 51.29 0.346 0.095 1.39 0.25 0.23 Gravity
F6-21014 F6-21016 8 275.0 0.8000 55.70 51.34 52.27 49.14 0.699 0.094 2.014 0.18 0.18 Gravity
F6-21014 F6-21021 8 354.7 0.2143 55.70 51.29 54.22 50.53 0.362 0.083 1.816 0.23 0.17 Gravity
F6-21015 F6-21014 8 285.1 1.1294 58.27 54.56 55.70 51.34 0.830 0.066 1.349 0.14 0.18 Gravity
F6-21016 F6-21017 8 204.9 2.0595 52.27 49.14 49.51 44.92 1.121 0.117 2.147 0.16 0.19 Gravity
F6-21017 F6-21018 8 401.0 1.2120 49.51 44.92 43.79 40.06 0.860 0.143 1.276 0.19 0.33 Gravity
F6-21018 F6-21069 8 324.0 0.6451 43.79 40.06 41.68 37.97 0.627 0.296 2.729 0.33 0.32 Gravity
F6-21020 F6-21021 8 282.0 0.9149 56.53 53.01 54.22 50.43 0.747 0.016 0.366 0.09 0.17 Gravity
F6-21021 F6-21022 8 197.6 1.5789 54.22 50.43 50.05 47.31 0.982 0.111 2.181 0.17 0.18 Gravity
F6-21022 F6-21023 8 240.0 1.1458 50.05 47.31 47.73 44.561 0.836 0.121 2.375 0.181 0.18 Gravity
F6-21023 F6-21018 8 313.2 1.4368 47.73 44.56 43.79 40.06 0.937 0.135 1.205 0.18 0.33 Gravity
F6-21024 F6-21025 8 84.1 5.7669 39.57 35.88 38.37 31.03 1.876 0.360 4.491 0.21 0.26 Gravity
F6-21025 F6-21026 12 52.0 1.6538 38.37 31.03 37.32 30.17 2.961 0.359 3.534 0.26 0.25 Gravity
F6-21026 E6-21923 8 133.3 3.0608 37.32 30.17 36.00 26.09 1.367 0.396 1.684 0.25 0.83 Surcharged
F6-21027 F6-21026 8 200.0 1.3750 39.09 32.92 37.32 30.17 0.916 0.036 0.477 0.11 0.25 Gravity
F6-21029 F6-21030 8 351.2 0.9282 58.59 56.06 56.30 52.80 0.753 0.016 0.478 0.09 0.14 Gravity
F6-21030 F6-21031 8 222.6 0.8580 56.30 52.80 54.51 50.89 0.724 0.052 1.082 0.14 0.18 Gravity
F6-21031 F6-21035 8 282.4 1.3739 54.51 50.89 50.72 47.01 0.916 0.119 2.511 0.18 0.18 Gravit
F6-21032 F6-21031 8 361.7 0.5834 56.49 53.00 54.51 50.89 0.597 0.046 0.966 0.14 0.18 Gravit
F6-21033 F6-21034 1 81 403.7 1.4887 59.00 54.80 52.121 48.791 0.953 0.011 0.3571 0.081 0.13 Gravit
PA136000\136414-Burlingame WVV Collection System Master Plan\4 System Evaluation\TM 5V\ppendix A.xls Page 38
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Pipe Full Peak PeakMaximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (h) (ft) (ft) (n) Capacity Flow Velocity Depth US Depth DS at Peak Flow
(mgd) m d ft/s Manhole(ft) Manhole(ft)
F6-21033 F6-21059 8 360.7 4.0144 59.00 54.80 46.04 40.32 1.565 0.017 0.462 0.08 0.15 Gravity
F6-21034 F6-21035 8 428.9 0.4150 52.12 48.79 50.72 47.01 0.503 0.029 0.722 0.13 0.16 Gravity
F6-21035 F6-21037 8 383.1 0.3054 50.72 47.01 49.48 45.84 0.432 0.043 1.278 0.16 0.14 Gravity
F6-21035 F6-29016 8 8.0 2.3250 50.72 47.01 50.83 46.82 1.193 0.117 2.804 0.16 0.16 Gravity
F6-21036 F6-21037 8 232.4 1.1618 51.82 48.54 49.48 45.841 0.842 0.005 0.153 0.08 0.14 Gravity
F6-21037 F6-29015 8 8.0 1.2500 49.48 45.84 49.53 45.74 0.873 0.058 1.332 0.14 0.17 Gravity
F6-21038 F6-21039 6 338.6 1.8252 45.75 42.14 40.96 35.96 0.490 0.110 0.896 0.18 0.46 Gravity
F6-21039 F6-21041 8 384.3 0.0390 40.96 35.96 40.34 35.81 0.154 0.141 1.207 0.46 0.34 Gravity
F6-21040 F6-21041 6 342.2 1.3267 44.00 40.45 40.34 35.91 0.418 0.041 0.995 0.13 0.24 Gravity
F6-21041 F6-29012 8 240.0 0.2475 40.34 35.81 38.90 35.22 0.389 0.198 1.669 0.34 0.35 Gravity
F6-21042 F6-21043 8 44.4 0.13511 37.73 34.85 37.81 34.79 0.287 0.218 2.454 0.37 0.28 Gravity
F6-21043 E6-21020 6 490.6 1.3698 37.81 34.79 33.28 28.07 0.425 0.232 2.374 0.28 0.36 Gravity
F6-21044 F6-21045 8 221.2 1.0714 45.79 41.38 43.44 39.01 0.809 0.153 1.979 0.21 0.25 Gravity
F6-21045 F6-21071 6 271.5 1.1083 43.44 39.01 40.00 36.00 0.382 0.178 2.917 0.25 0.25 Gravity
F6-21046 F6-29013 8 10.6 0.0000 40.28 35.74 40.00 35.74 0.000 0.196 2.468 0.31 0.26 Gravity
F6-21047 F6-21048 6 382.2 0.9916 40.12 35.12 36.63 31.33 0.361 0.206 2.093 0.28 0.36 Gravity
F6-21048 F7-21020 6 376.5 0.7756 36.63 31.33 34.10 28.41 0.319 0.261 1.981 0.36 0.56 Surcharged
F6-21049 F6-21050 6 90.0 0.4444 37.57 33.37 36.75 32.97 0.242 0.019 0.908 0.11 0.11 Gravity
F6-21050 F6-21048 6 220.0 0.7000 36.75 32.97 36.63 31.43 0.304 0.022 0.605 0.11 0.26 Gravity
F6-21051 F6-21048 6 215.0 0.3349 35.73 32.10 36.631 31.38 0.210 0.022 0.316 0.13 0.31 Gravity
F6-21052 F6-29011 8 190.7 1.1536 51.35 47.63 48.44 45.43 0.839 0.009 0.482 0.08 0.10 Gravity
F6-21054 F6-29017 8 8.0 1.0875 46.49 43.33 46.41 43.24 0.815 0.026 0.889 0.11 0.13 Gravity
F6-21054 F6-21058 8 359.7 0.7729 46.49 43.44 44.83 40.66 0.687 0.000 -0.001 0.07 0.12 Gravity
F6-21055 F6-21056 6 275.2 1.0538 43.25 40.35 39.93 37.45 0.372 0.065 1.175 0.16 0.22 Gravity
F6-21056 F7-21009 8 361.0 0.2410 39.93 37.45 39.45 36.58 0.384 0.084 1.89 0.22 0.17 Gravity
F6-21057 F6-21058 8 428.3 0.7565 47.08 43.90 44.83 40.66 0.679 0.014 0.519 0.09 0.12 Gravity
F6-21058 F6-29018 8 8.0 0.7625 44.83 40.66 45.49 40.60 0.680 0.030 0.973 0.12 0.13 Gravity
F6-21059 F6-29014 8 8.0 22.2500 46.04 40.32 46.71 38.54 3.685 0.019 0.079 0.15 1.90 Surcharged
F6-21060 F6-21061 6 335.0 0.8179 39.53 34.73 36.95 31.99 0.328 0.012 0.514 0.09 0.12 Gravity
F6-21061 E6-21018 6 339.2 0.7017 36.95 31.99 34.71 29.61 0.304 0.028 1.254 0.12 0.12 Gravity
F6-21062 E6-21001 6 305.0 0.6754 36.57 32.71 34.56 30.65 0.298 0.026 0.763 0.12 0.16 Gravity
F6-21063 F6-21039 6 177.6 1.1543 41.00 38.01 40.96 35.96 0.390 0.032 0.258 0.12 0.46 Gravity
F6-21069 F6-21024 8 206.7 0.9821 41.68 37.91 39.57 35.88 0.774 0.320 3.154 0.31 0.31 Gravity
F6-21071 F6-21046 8 23.5 1.11061 40.00 36.00 40.28 35.74 0.823 0.196 1.928 0.24 0.31 Gravity
F6-21073 F6-21040 6 257.2 1.4697 47.03 44.23 44.00 40.45 0.440 0.012 0.476 0.09 0.13 Gravity
F6-21074 F6-21017 8 165.0 0.4061 46.95 45.75 49.51 45.08 0.498 0.014 0.709 0.10 0.09 Gravity
F6-22010 F6-21062 6 183.0 0.7486 38.08 34.08 36.57 32.71 0.314 0.008 0.364 0.08 0.12 Gravity
F6-22011 F6-21051 6 135.0 0.1481 35.65 32.30 35.73 32.10 0.140 0.008 0.327 0.10 0.13 Gravity
F6-29011 F6-21054 8 190.0 1.1053 48.44 45.43 46.49 43.33 0.821 0.019 0.816 0.10 0.11 Gravity
F6-29012 F6-21042 8 147.8 0.2476 38.90 35.22 37.73 34.85 0.389 0.201 1.558 0.35 0.37 Gravity
F6-29013 F6-21047 8 57.5 1.0435 40.00 35.74 40.12 35.14 0.798 0.196 2.361 0.24 0.26 Gravity
F6-29014 F7-21001 8 469.3 0.3793 46.71 40.32 44.59 38.54 0.481 0.026 0.834 0.12 0.13 Gravity
F6-29015 F6-21038 6 288.0 1.2500 49.53 45.74 45.75 42.14 0.406 0.080 2.022 0.17 0.18 Gravity
F6-29016 F6-21044 8 233.5 2.3315 50.83 46.82 45.79 41.38 1.193 0.127 2.131 0.16 0.21 Gravity
F6-29017 F6-21055 6 265.9 1.0880 46.41 43.24 43.25 40.35 0.378 0.039 1.165 0.13 0.16 Gravity
F6-29018 F7-21010 8 250.5 0.7581 45.49 40.60 43.37 38.70 0.680 0.040 1.115 0.13 0.15 Gravity
F7-21001 F7-21002 6 405.0 0.4222 44.59 38.54 43.70 36.83 0.236 0.026 1.285 0.13 0.11 Gravity
F7-21002 F7-21003 8 395.0 0.7873 43.70 36.83 41.88 33.721 0.6931 0.0261 1.021 0.11 0.11 Gravity
F7-21003 F7-21004 8 268.7 0.6066 41.88 33.72 40.33 32.091 0.6081 0.0261 0.3351 0.111 0.26 Gravit
PA136000\136414-Burlingame WW Collection System Master Pian\4 System Evaluation\TM 5\Appendix A.xls Page 39
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) Capacity Flow Velocity Depth ll US Depth l DS at Peak Flow
(mgd) m d fUs Manhole(ft) Manhole(ft)
F7-21004 F7-21018 8 626.2 0.2092 40.33 32.09 37.10 30.78 0.357 0.107 0.735 0.26 0.42 Gravity
F7-21006 F7-21007 8 398.0 0.4221 42.83 39.22 41.79 37.54 0.508 0.012 0.212 0.10 0.20 Gravity
F7-21007 F7-21008 8 377.3 0.2306 41.79 37.54 39.58 36.67 0.375 0.067 1.752 0.20 0.16 Gravity
F7-21008 F7-21009 8 32.6 0.0000 39.58 36.51 39.45 36.51 0.000 0.137 1.85 0.32 0.24 Gravity
F7-21009 F7-21011 8 79.3 0.8575 39.45 36.49 39.11 35.81 0.7231 0.221 2.636 0.26 0.27 Gravity
F7-21010 F7-21033 8 247.1 0.8863 43.37 38.70 39.60 36.51 0.7351 0.062 0.479 0.15 0.37 Gravity
F7-21011 F7-21017 6 172.3 1.4510 39.11 35.81 37.76 33.31 0.437 0.225 2.996 0.27 0.29 Gravity
F7-21012 F7-21013 8 135.6 1.0619 39.73 36.23 39.85 34.79 0.805 0.009 0.425 0.08 0.10 Gravity
F7-21013 F7-21014 8 280.0 0.4429 39.85 34.79 40.20 33.55 0.520 0.017 0.459 0.10 0.15 Gravity
F7-21014 F7-21015 6 55.5 0.3784 40.20 33.55 40.17 33.34 0.223 0.035 1.376 0.15 0.13 Gravity
F7-21015 F7-21004 8 37.5 2.7200 40.17 33.34 40.33 32.32 1.288 0.050 2.047 0.11 0.11 Gravity
F7-21016 F7-21015 8 246.2 0.5890 39.53 34.79 40.17 33.34 0.600 0.014 0.589 0.10 0.11 Gravity
F7-21017 F7-21018 6 191.9 1.3184 37.76 33.31 37.10 30.78 0.417 0.240 2.112 0.28 0.42 Gravity
F7-21018 F7-21019 8 308.8 0.4210 37.10 30.78 35.59 29.48 0.507 0.348 2.141 0.42 0.45 Gravity
F7-21019 F7-21020 8 315.0 0.3397 35.59 29.48 34.10 28.41 0.455 0.354 1.768 0.45 0.55 Gravity
F7-21020 E7-21005 10 365.0 0.3425 34.10 28.41 33.61 27.16 0.829 0.638 3.331 0.55 0.45 Gravity
F7-21021 F7-21023 6 295.0 0.6339 38.00 34.13 36.62 32.26 0.289 0.061 0.832 0.17 0.28 Gravity
F7-21022 F7-21023 6 230.0 0.4087 36.73 33.04 36.62 32.10 0.232 0.026 0.218 0.13 0.44 Gravity
F7-21023 F7-21024 6 310.0 0.2710 36.62 32.26 34.83 31.42 0.189 0.105 1.961 0.28 0.22 Gravity
F7-21024 E7-21005 6 315.0 1.3524 34.83 31.42 33.61 27.16 0.422 0.154 2.879 0.221 0.22 Gravity
F7-21025 F7-21026 6 228.3 1.1389 38.65 33.45 35.02 30.85 0.387 0.006 0.509 0.081 0.08 Gravity
F7-21026 F7-21027 6 278.1 1.1758 35.02 30.85 30.77 27.58 0.393 0.006 0.306 0.08 0.11 Gravity
F7-21027 F7-21028 6 330.0 0.2727 30.77 27.58 29.52 26.68 0.1891 0.013 0.671 0.11 0.11 Gravity
F7-21028 F7-21029 6 323.7 0.2780 29.52 26.67 29.50 25.77 0.191 0.016 0.524 0.12 0.15 Gravity
F7-21029 E7-21002 6 330.0 0.1909 29.50 25.77 30.18 25.14 0.159 0.025 0.651 0.15 0.17 Gravity
F7-21030 F7-21032 6 300.0 0.2833 35.20 30.96 35.40 30.11 0.193 0.038 1.066 0.17 0.16 Gravity
F7-21031 F7-21032 6 192.0 0.6615 35.60 31.38 35.40 30.11 0.295 0.021 0.586 0.11 0.16 Gravity
F7-21032 E7-21012 6 625.0 0.7760 35.40 30.11 32.26 25.26 0.320 0.060 1.693 0.16 0.16 Gravity
F7-21033 F7-21008 8 38.7 -0.4134 39.60 36.51 39.58 36.67 -0.502 0.070 1.393 0.37 0.18 Gravity
F7-22003 F6-21049 6 231.9 0.6813 38.65 34.95 37.57 33.37 0.299 0.013 0.582 0.10 0.11 Gravity
F7-22005 F7-21021 6 295.0 0.1356 39.59 34.53 38.00 34.13 0.134 0.019 0.508 0.14 0.17 Gravity
F7-22006 F7-21031 6 141.7 3.5286 37.00 36.38 35.60 31.38 0.681 0.002 0.104 0.07 0.11 Gravity
F7-22007 E7-21001 6 153.7 1.6396 35.24 30.39 34.47 27.87 0.465 0.000 0 0.07 0.07 Gravity
F7-22008 F7-21030 6 235.2 0.3656 34.75 31.82 35.20 30.96 0.219 0.005 0.139 0.08 0.17 Gravity
G2-21004 G2-21005 6 60.0 41.2333 610.37 586.20 580.08 561.46 2.329 0.062 1.366 0.09 0.20 Gravity
G2-21005 G2-21006 6 155.9 0.4362 580.08 561.46 566.26 560.78 0.240 0.068 1.779 0.20 0.17 Gravity
G2-21006 G2-21007 6 240.5 2.3992 566.26 560.78 555.54 555.01 0.562 0.079 2.006 0.14 0.18 Gravity
G2-21007 F2-21003 6 354.4 1.5745 555.54 555.01 553.93 549.43 0.455 0.101 1.721 0.17 0.24 Gravity
G2-22006 G2-21004 6 32.4 0.0000 610.37 586.20 610.37 586.20 0.000 0.060 1.867 0.23 0.15 Gravity
G2-29006 G2-21006 6 38.3 3.1854 566.26 562.00 566.26 560.78 0.647 0.004 0.145 0.07 0.14 Gravity
G6-21001 G6-21002 6 16.3 43.6196 89.97 86.46 89.45 79.35 2.393 0.016 0.983 0.07 0.10 Gravity
G6-21002 G5-21003 8 194.4 1.2191 89.451 79.35 87.64 76.98 0.863 0.019 1.117 0.09 0.09 Gravity
G6-21003 G6-21004 8 123.3 4.4688 87.64 76.98 74.64 71.47 1.652 0.025 1.454 0.09 0.09 Gravity
G6-21004 G6-21005 8 119.2 6.2584 74.64 71.47 71.08 64.01 1.954 0.028 1.36 0.09 0.10 Gravity
G6-21005 G6-21006 8 133.8 2.2347 71.08 64.01 64.35 61.02 1.168 0.031 1.525 0.10 0.32 Gravit
G6-21006 F6-21001 8 200.0 3.2500 64.35 61.02 59.93 54.52 1.408 0.042 0.152 0.32 6.80 Surcharged
G6-21007 G6-21008 8 252.7 0.8033 67.46 62.34 64.61 60.31 0.700 0.023 0.716 0.10 0.14 Gravity
G6-21008 G6-21009 8 250.0 0.9120 64.61 60.31 61.92 58.03 0.746 0.051 1.704 0.14 0.13 Gray
it
G6-21009 F6-21010 8 329.1 0.9359 61.92 58.03 58.46 54.95 0.756 0.044 1.202 0.13 0.15 Gravit
PA136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5\Appendix A.xls Page 40
Burlingame Wastewater Collection System Master Plan
Project No. 136414-4.5
Consent Decree Scenario
Peak Peak
Pipe Full Maximum Maximum
Upstream Downstream Pipe US Rim Elevation US Invert Elevation DS Rim Elevation DS Invert Elevation Modeled Modeled Hydraulic Condition
Manhole ID Manhole ID Diameter(in) Length(ft) Gradient(%) (ft) (ft) (ft) (ft) C(mgtljY Flow Velocity Manhh in US ole(ft) Manthole(ft) at Peak Flow
m d f/s
G6-21009 F6-21015 8 298.9 1.1643 61.92 58.04 58.27 54.56 0.843 0.039 1.119 0.12 0.14 Gravity
G6-21010 G6-22004 8 117.5 0.0426 61.44 57.68 60.78 57.63 0.161 0.003 0.135 0.09 0.09 Gravity
G6-21010 F6-21032 8 381.1 1.2280 61.44 57.68 56.49 53.00 0.866 0.014 0.391 0.09 0.14 Gravity
G6-21012 G6-21007 8 410.8 4.6665 85.48 81.51 67.46 62.34 1.688 0.014 0.639 0.08 0.10Gravit
G6-21013 F6-21029 8 278.4 1.1925 62.04 59.38 58.59 56.06 0.853 0.005 0.255 0.08 0.09 Gravity
G6-22003 G6-21010 8 322.0 0.3820 62.76 58.91 61.44 57.68 0.483 0.007 0.375 0.09 0.09 Gravity
G6-22004 F6-21033 8 282.0 1.0035 60.78 57.63 59.00 54.80 0.783 0.016 1.016 0.09 0.08 Gravity
NEWHALL E5-21059 10 100.0 7.6700 50.80 46.40 50.80 38.73 3.923 2.089 4.692 2.99 8.31 Surcharged
RR Cleanout D7-21062 8 380.0 0.4132 9.09 7.01 9.71 5.44 0.502 0.000 0 0.07 0.07 Gravity
SSMH5H21 E5-21036 15 222.4 1.9627 36.18 27.61 33.78 23.24 5.850 3.671 5.384 0.73 1.62 Surchar ed
P1136000\136414-Burlingame WW Collection System Master Plan\4 System Evaluation\TM 5Wppendix A.xls Page 41
BROWNTechnical Memorandum
201 N. Civic Drive, Suite 115
Walnut Creek,California 94596
Tel:925.937.9010
Fax:925.937.9026
Prepared for: City of Burlingame, California
Project Title: Burlingame Wastewater Collection System Master Plan
Project No: 136414-5.3
Technical Memorandum No. 6
Subject: Capital Improvement Plan
Date: October 15, 2010
To: Donald Chang, PE, Project Manager
Copy to: Art Morimoto, PE, Assistant Public Works Director
Prepared by: Lani Good, PE, Senior Engineer, California, License No. C 73677
Reviewed by: roe phNER/o�q!
t�
Christoph W Peters, Project Manager e Fp m
Engineer-in-Responsible Charge, California, License No. C 69669 s 69669 N "
Exp. 0�l
C A11F0 r
l
Peter Bellows, PE, Brown and Caldwell
California, License No. 34337
THIS PAGE INTENTIONALLY LEFT BLANK.
Technical Memorandum No. 6 Capital Improvement Plan
6 . CAPITAL IMPROVEMENT PLAN
This technical memorandum (TM) builds upon TM 5 - Hydraulic Model Development and System
Performance Evaluation, which describes the surcharging and potential overflows that the City of
Burlingame's (City's) collection system experiences during the two 10-year, 24-hour design storms. This TM
recommends a Capital Improvement Plan to improve the performance of the City's wastewater collection
system and to meet the requirements of the City's NPDES permit and Consent Decree.
This TM is organized into the following sections:
1. Capital Improvement Plan Development
2. Construction Costs
3. Capital Improvement Plan
4. Other Recommendations
6.1 Capital Improvement Plan Development
This section describes the approach, development, and prioritization of the Capital Improvement Plan.
6.1 .1 Approach
The approach for the development of the Capital Improvement Plan is based on the following requirements,
which were identified in the City's NPDES permit and Consent Decree:
1. Eliminate capacity-related sanitary sewer overflows (SSOs) during rain events of less than the Consent
Decree design storm.
2. Eliminate discharges to the Nearshore outfall during rain events less than the Consent Decree design
storm.
3. Minimize blending events at the wastewater treatment plant (WWTP).
6.1 .1 .1 Eliminate Capacity-Related SSOs
Hydraulic capacity and maintenance projects were identified to reduce the occurrence of SSOs in the
collection system. These projects will eliminate pipe and pump station hydraulic restrictions, improve areas of
the system with historic maintenance issues, and help the City reduce rainfall-dependant inflow and
infiltration (RDI/I) in the system. Hydraulic capacity and maintenance projects are positive steps toward
eliminating capacity-related SSOs in the collection system during rain events of less than the Consent Decree
design storm. However, additional projects are necessary to eliminate discharges to the Nearshore outfall
during rain events less than the Consent Decree design storm and to minimize blending events at the VAYTP.
6.1 .1 .2 Eliminate Discharges to the Nearshore Outfall
The City's WWTP effluent is permitted to be discharged up to a maximum rate of 16 million gallons per
day (mgd) to the San Francisco Bay via the North Bayside System Unit (NBSU) outfall, a jointly-owned
outfall pipe shared by the cities of Burlingame, San Bruno, South San Francisco, Millbrae, Colma, and the San
Francisco Airport.
BROWN AND CALDWELL
2
P:\136000\136414-Burlingame WW Collection System Master Plan`•.6 Master Plan Report\FINAUTM 6 Capital Improvement Plan doc
Technical Memorandum No.-6 Capital Improvement Plan
Figure 6-1 shows that under Design Storm conditions,peak(hourly)wet weather flows (PWWFs)reach
approximately 32 mgd at the WWTP.Since the NBSU outfall is contractually limited to 16 mgd,either wet
weather flows over 16 mgd must be reduced through RDI/I reduction,stored and discharged over a longer
period of time,or the NBSU outfall capacity must be increased to prevent the use of the City's unpermitted
Nearshore outfall.
35
30
rota)Storage Required=3.2 MG
25
20 Potential Storage Reduction=1.4 MG
rn
E
c 15
LL
10
5
0
0 6 12 18 0 6 12 18 0 6 12 18 24
Hour
Post Hydraulic&Maintenance Projects NBSU Outfall Limit(16 mgd) Increased Outfall Urnit(19mgd)
Figure 6-1. Hydrograph at the WWTP under the Design Storm
The volume of wastewater which must be stored under the design storm is approximately 3.2 million
gallons (MG),as shown in Figure 6-1.The City's past attempts to site such a large storage facility have been
unsuccessful because of space constraints at the WWTP.The City was able to site and design a 1.5 MG wet
weather storage facility at the WWTP,which is expected to be under construction by 2011.With the use of
the 1.5 MG wet weather storage facility and an additional 0.3 MG of storage available in an existing process
basin at the WWTP,the City is able to store wet weather flows of approximately 1.8 MG before triggering the
use of the Nearshore outfall.
Since only partial storage is available,additional measures must be taken to prevent the use of the Nearshore
outfall. One option yet to be explored is the possibility of increasing the NBSU outfall limit. If the capacity of
the outfall could be increased to 19 mgd(see Figure 6-1),the volume of wastewater which must be stored
under Design Storm conditions is approximately 1.8 MG,which can be provided at the VVWTP. Note that
this volume estimate is approximate,is based on a single storm evaluation,and assumes that the wet weather
storage facility basins are empty prior to the storm. Increasing the NBSU outfall limit may help eliminate
discharges to the Nearshore outfall during rain events less than the Consent Decree design storm,but
increasing the outfall limit alone would not contribute to minimizing blending events at the WWTP.
Other methods of eliminating the use of the Nearshore outfall involve reducing the RDI/I in the collection
system,which reduces wet weather flows to the VWUTP.Although this master plan does not identify specific
RDI/I reduction projects,removing RDI/I from the collection system typically involves the disconnection of
3
P113600M136414-Burlingame WW Collection System Master PlaM6 Master Plan RepotFINADTM 6 Capital Improvement Plan.doc
Technical Memorandum No.6 Capital Improvement Plan
direct inflow sources and collection system rehabilitation to reduce infiltration. Collection system
rehabilitation produces widely varying results,therefore,a range of candidate rehabilitation projects were
identified based on the temporary flow monitoring results.
6.1.1.3 Minimize Blending Events at the WWTP
Blending events occur at the WWTP when wet weather flows exceed the capacity of the secondary treatment
process,which is 13 mgd(see Figure 6-2).Wet weather flows above 13 mgd receive primary treatment,but
bypass secondary treatment,and are blended with secondary effluent before discharge.
35
30
25
20
v
rn
E
03 15
LL
Blended Effluent
10
5
0
0 6 12 18 0 6 12 18 0 6 12 18 24
Hour
Post Hydraulic&Maintenance Projects NBSU Outfall Limit(16 mgd) - Secondary TreatmentCapacity(13 mgd)
Figure 6-2. Blended Effluent at the WWTP under the Design Storm
The City's proposed 1.5 MG wet weather storage facility at the WVVTP reduces the volume of blended
effluent since stored wastewater will be returned to the headworks of the WWTP for secondary treatment
before discharge.RDI/I reduction methods such as collection system rehabilitation also minimize blending
by lowering wet weather flows to the W `TP.
6.1.2 Project Development
Capital projects are based on maintenance improvements and capacity-related surcharging identified in TM 5.
Structural projects were not included unless they were identified by the City as high-priority improvements.
Potential pump station and forcemain deficiencies were also identified in TM 5.
6.1.2.1 Capacity Improvement Projects
Capacity improvement projects are based on the results of the hydraulic assessment and are intended to
provide hydraulic capacity in the system for the two 10-year design storm conditions.TM 5 identified
hydraulic deficiencies by pipe reach and highlighted those that were deemed critical.These deficiencies were
4
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Technical Memorandum No.6 Capital Improvement Plan
evaluated,and the most effective improvement(e.g.relief sewers, sewer replacement,and sewer re-routing)
were modeled iteratively from upstream to downstream until system surcharge levels dropped to an
acceptable level.
6.1.2.2 High Priority Projects
High Priority improvements,including major structural repair projects were identified by the City during the
development of this plan.Preliminary design plans for the proposed projects were provided by the City and
were incorporated as High Priority projects in this plan.High Priority projects were reviewed to verify that
the solutions were hydraulically acceptable.
6.1.2.3 Basin-Wide Collection System Rehabilitation
Rehabilitation within the collection system for the purpose of reducing RDI/I can take several forms.
Experience throughout the country has shown that rehabilitation should occur on an area approach.With this
approach,the entire collection system within a designated basin is rehabilitated as compared to trying to
identify and repair specific defects (e.g. cracks,offset joints) spread throughout the collection system.The
later approach has proven ineffective because storm water can migrate past rehabilitated defects and enter the
collection system through other defects that were not rehabilitated.
In many collection systems,upper laterals are found to be a significant source of RDI/I.Upper lateral
rehabilitation throughout the collection system can occur through a program that requires the property owner
to rehabilitate the upper privately owned portion of the lateral at the sale of property,as a condition for a
building permit,or under some other trigger.Two approaches are often used to rehabilitate the collection
system within the designated areas.These approaches include:
• Rehabilitation of mains,manholes,and lower laterals (within the public right-of-way or easement).
■ Rehabilitation of mains,manholes,lower laterals,and upper(privately-owned)laterals.
A review of documented case studies (including the Water Environment Research Foundation
study 99-WWF-8 titled"Reducing Peak Rainfall-Derived Infiltration/Inflow Rates—Case Studies and
Protocol") and BC's experience indicates the following:
■ Rehabilitation of just mains,manholes,and lower laterals generally provides little reduction in PWWFs,
but can be effective in reducing RDI/I volumes.One study showed a 30 percent reduction in RDI/I
volume with this approach while others documented five percent or less reduction.While reductions in
RDI/I volumes benefit the WWTP,they do not necessarily benefit the collection system which must
convey PWWFs.
■ Rehabilitation of mains,manholes,lower laterals,and upper laterals achieved significant reduction in
PWWFs.Reductions of 50 to 70 percent of PWWFs were documented when upper laterals were
rehabilitated along with mains,manholes,and lower laterals.
■ The City has some experience with sewer rehabilitation to reduce RDI/I.Rehabilitation in the
Burlinghome Subdivision(completed in 2007) addressed the mains,manholes,and lower laterals and
resulted in some discernable RDI/I reduction.
■ The City has a program to rehabilitate privately-owned upper laterals which requires testing and
rehabilitation at the sale of property.
■ The Town of Hillsborough,a satellite collection system to the City,has recently implemented a Town
ordinance to require the rehabilitation of privately-owned upper laterals at the sale of property.
■ The Burlingame Hills Sewer Maintenance District(BHSMD),a satellite collection system to the City,does
not currently have a privately owned upper lateral rehabilitation program.
5
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Based on the above analysis, and for purposes of meeting the City's NPDES permit and Consent Decree
requirements,30-50 percent RDI/I reduction scenarios were tested in a selection of the most promising
basins.The lower range of RDI/I reduction(30 percent)includes the comprehensive,area-wide rehabilitation
of mains,manholes,and the lower laterals (within the public right-of-way or easement).The higher range of
RDI/I reduction(50 percent) also includes upper(privately owned)lateral rehabilitation.
Analysis of the flow monitoring data collected for this project identified a number of flow basins that are
potential candidates for rehabilitation. Basins were selected for rehabilitation based on the following criteria:
• High potential for RDI/I reduction based on modeled R-factor(percent of rainfall volume that enters the
collection system).
■ Effectiveness of RDI/I reduction(gallons of RDI/I per lineal foot of pipe)with a focus on basins with
small diameter pipe primarily in residential areas where RDI/I is expected to be prevalent.
• Basins where RDI/I reduction projects have not been previously implemented.
Table 6-1 summarizes the properties of each of the 18 flow monitoring basins,including the primary agency
that contributes the flow,and indicates which basins were selected for the RDI/1 reduction scenario. Note
that average dry weather flow(ADX and PXXAVF values presented in Table 6-1 include flows from
upstream basins.
Table 6-1.RID111 Reduction Scenarios
Consent
Consent Decree Decree
Wet R-factor Candidate for
Flow Scenarios Weather (%of Scenarios Total Gallons Collection
Monitor ADWF1 PWWF1 Peaking Contributing GWI Rainfall Volume RDIII Length of RDIII per System
Basin Responsible Agency (mgd) (mgd) Factor Area(ac) (mgd) Volume) (MG) Pipe(LF) Total LF Rehabilitation
Unmetered City 159 0.0 1.0 0.04 32,083 1
1 City 0.24 2.24 9.3 240 0.1 3.9 0.94 48,675 19
2 City 0.11 2.07 18.8 114 0.0 7.8 0.89 19,329 46 ✓
3 City and BHSMD 0.10 0.79 7.9 79 0.1 7.1 0.56 19,222 29 ✓
4 BHSMD 0.01 0.32 32.0 24 0.0 9.5 0.23 5,069 45 ✓
5 City 0.21 1.52 7.2 50 0.0 3.4 0.17 20,365 8
6 City 0.21 3.17 15.1 74 0.0 9.2 0.69 20,518 34 ✓
7 City,Hillsborough 0.20 1.88 9.4 208 0.2 5.7 1.18 42,881 28 ✓
and BHSMD
8 City and Hillsborough 0.07 1.38 19.7 140 0.0 5.7 0.81 28,977 28 ✓
9 City and Hillsborough 0.05 0.67 13.4 52 0.0 7.0 0.37 9,035 41 ✓
10 Hillsborough 0.17 1.08 6.4 638 0.0 2.6 1.66 90,913 18
11 City 0.65 2.19 3.4 155 0.5 4.2 0.65 42,957 15
13 City 0.17 1.10 6.5 103 0.2 3.0 0.31 29,180 11
14 City 1.00 7.84 7.8 265 0.0 2.0 0.53 85,181 6
15 City 1.76 17.20 9.8 333 0.0 7.8 2.72 82,253 33 ✓
16 City 0.13 2.98 22.9 6 0.0 5.0 0.03 2,812 11
17 City and Hillsborough 0.26 1.86 7.2 125 0.1 6.3 0.79 29,686 27 ✓
Floribunda Hillsborough 0.17 3.65 21.5 759 0.1 2.6 1.94 105,448 18 ✓
'Flow rates include all flows upstream of the meter,including flows from tributary basins.
2SSOs occur under both wet weather scenarios,therefore,PWWFs and peaking factors do not include system losses.
6
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Technical Memorandum No.6 Capital Improvement Plan
The implementation of the 30 to 50 percent RDI/I reduction in the candidate basins results in a lower
volume and P%YAVF at the`YAX71T. Figure 6-3 shows that under Design Storm conditions (the conservative
storm),the modified hydrograph at the%X WTO after the high-priority and hydraulic capacity projects and the
collection system rehabilitation shown in Figure 6-4 have been completed,P%YA vvTs reach approximately
28 mgd,and 1.8 MG of wet weather flows must be stored to eliminate the use of the Nearshore outfall.
35
30
25
Storage Required=1.8 MG _
Storage Required=3.2 MG
� 20 -__
CD -
Le
3
,0 15
10
5
0
0 6 12 18 0 6 12 18 0 6 12 18 24
Hour
—Post Hydraulic&Maintenance Projects —Post Hydraulic,Maintenance&Rehab Projects NBSU Outfall Capacity(16 mgd)
Figure 6-3. Hydrograph at the WWTP-After Collection System Rehabilitation
The City has tested this hydrograph in its Nearshore Discharge Model(with the proposed 1.5 MG wet
weather storage facility implemented and the existing 0.8 MG of storage at the%XAVTP), and it resulted in no
model Nearshore discharges for the Design Storm.This model assumed that the wet weather storage facility
basins were empty at the beginning of the storm. Often,at the planning level,the storage basin volume is
increased by approximately 30 percent to account for consecutive storms that occur before the storage basins
are empty from the previous storm. If the lower (30 percent) RDI/I removal rates are achieved in all
candidate basins,the wet weather flows shown in Figure 6-4 will not allow much freeboard in the City's
storage basins. However,if the higher (50 percent) RDI/I removal rates are achieved,a safety factor will be
provided to allow for the occurrence of consecutive storms.
It's important to understand that there are a myriad of potential rehabilitation scenarios.Alternative scenarios
can be further modeled to meet the City's RDI/I reduction goals. Basins selected for rehabilitation are shown
in Figure 6-4,and are the most promising,effective candidates for RDI/I removal.
BROWN ANu CALDV� ELL
7
P:\136000\136414-Burlingame WW Collection System Master Plan,6 Master Plan Repor[TINAL\TM 6 Capital Improvement Plan.doc
Bayshore i{qy.
Mitt' nPsSan Francisco Bay BURLINGAME
F/C
1740 Rollins PS
ORd Gilbreth PS
d�
City of Millbrae \a
\e Wastewater Collection
Hyatt PS System Master Plan
�y Basin 2 \
Model Outfall Project No.136414
IY /�
707Legend
Airport Rtl.PS�
A VTP
Basi 15 VW
Rollins Rd.PS 0 Pump Station(PS)
399"Rollins PS Modeled
ora Sanitary Sewer
m� Collection System
Basin 6 Q Burlingame City Limits
Parcels
Ba-in-13., 6p°° Basins to be Rehabilitated
Basin 2
S Basin 4 Oso- o�aP - Basin 3
Basin 4
Basin Bu��me Basin 9 Coli Basin 6
o
(Hills � �f Basin 7
. Basin8 r /a(SMD) Basin 8
Basin 9
Vf 7 Basin 17
Basin
Basin Floribunda
City of San Mateo Basin 15(Residential)
Basin Floribunda N
A
Town of Hillsborough N.T.S.
Figure 6-4
Candidate Basins
for Rehabilitation
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Technical Memorandum No.6 Capital Improvement Plan
6.1.3 Project Prioritization
The City's primary goal is to meet the requirements of its Consent Decree.However,there are other capital
projects included in the recommended Capital Improvement Plan.Therefore,as summarized in Table 6-2,
high-priority projects are expected to be completed first,within the next five years;hydraulic capacity projects
that are necessary to meet the requirements of the Consent Decree must be completed in the next ten years;
and hydraulic capacity projects triggered by the Design Storm are expected to be completed more than ten
years from now,and should be reevaluated after the conditions of the Consent Decree are met.
ProjectTable 6-2.
Priority Projects
5-Years High High Priority Projects
10-Years Medium Capacity Improvement Projects
10-Years Medium Basin-Wide Collection System Rehabilitation Projects
Beyond 10-Years Low Capacity Improvement Projects
6.2 Construction Costs
This section describes the development of construction costs for recommended improvements to the City's
collection system. Construction costs are based on recent bid tab unit costs which are discussed below.
6.2.1 Pipelines
Two construction methods are considered for this master plan:pipe bursting and open cut construction.The
City prefers replacing sewers by the pipe bursting method because of its cost effectiveness.Therefore,pipe
bursting was the default construction method chosen for pipeline projects,and open cut construction was
only recommended in cases of extremely shallow cover,required grade change,or where pipe diameters
increased more than two nominal sizes.
Pipe Bursting.Pipe bursting is a trenchless method of constructing replacement sewer pipe.The
replacement sewer can be of the same or slightly larger diameter(up to two nominal pipe diameter sizes)as
the existing pipe,but the pipe grade must remain the same. In the past,minor soil heaving in shallow pipe
trenches has been mitigated with a pavement saw-cut trench over the pipe.
Open Cut Construction. Open cut construction is the traditional method of installing sewer pipe and
consists of excavating a trench along the alignment of the existing sewer reach,removing the existing
pipeline,and installing a new sewer.The replacement sewer can be of the same or larger diameter,and can be
constructed at a different grade depending on the downstream conditions.
Planning Level Unit Costs.Project costs were developed based on planning level unit costs and preliminary
pipeline lengths and diameters.Planning level unit costs were developed from bid tabs from recent pipeline
construction projects in Northern California and confirmed with bid results from several recent City sewer
projects,details of which can be found in Attachment A.
The planning level unit costs are presented in Table 6-3,and are for sewers installed less than ten feet deep,
unless otherwise specified.Unit costs for open cut sanitary sewer include mobilization;demobilization;traffic
control;normal sheeting,shoring and bracing;excavation and typical dewatering;standard manholes at typical
intervals;lower lateral and cleanout at typical intervals;typical surface restoration;erosion,sediment and
stormwater control;overhead;and profit.Unit costs for sewer replacement by pipe bursting include
mobilization;demobilization;traffic control;normal sheeting,shoring and bracing;excavation and standard
BROWN AND CALDWELL
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Technical Memorandum No.6 Capital Improvement Plan
dewatering;standard manholes at typical intervals;lower lateral and cleanout at typical intervals;erosion,
sediment and stormwater control;overhead;and profit.
Table 6-3.Sanitary Sewer Unit Costs
Item Unit $/Unit
Open Cut Sanitary Sewer Replacement
8-inch LF $272
10-inch LF $280
12-inch LF $336
15-inch LF $420
Open Cut Sanitary Sewer
18-inch Depth<10' LF $414
21-inch Depth<10' LF $420
10'<Depth<15' LF $462
Sewer Rehabilitation:Pipe Bursting
8-inch LF $184
10-inch LF $220
12-inch LF $264
Other
CCTV LF $2
35%Contingency % 35%
Engineering,Admin,Change Orders etc. % 35%
6.2.2 Pump Stations
Planning level costs for the pump station capacity upgrades assumed that the pump station structures and
appurtenances are in good working condition and that the capacity issue can be addressed by upsizing the
pumps. No condition assessments or capacity confirmations were performed.The existing capacities
presented in TM 5 were based on City draw-down tests,which should be confirmed by a full hydraulic
analysis prior to design.
Planning level costs for replacing pumps include the cost of the pump,pump installation,gate and check
valve replacements, and estimated electrical equipment upgrades.The pump costs are based on estimates
provided by a pump manufacturer (Flygt). Pump installation is estimated to be approximately half the cost of
the pump. Electrical equipment upgrades and valve costs are based on item costs from other similar projects.
6.2.3 Collection System Rehabilitation
In a planning level analysis,it is difficult to predict the amount of collection system infrastructure that will
need rehabilitation within each basin.To date,only gross-level flow monitoring data is available for large
basins. More intensive flow monitoring and detailed field investigations within the basins with significant
RDI/I are necessary to characterize how RDI/I is distributed within the basins and to identify portions of
the basins that do not need rehabilitation. For the purpose of this plan,it is necessary to examine a range,
between 40 and 80 percent, of the quantity of mains,manholes, and laterals in each basin will require
rehabilitation. Costs for collection system rehabilitation are based on the unit costs listed in Table 6-3, and do
10
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Technical Memorandum No.6 Capital Improvement Plan
not include the rehabilitation of upper(privately-owned)laterals,which can cost approximately$4,000 per
lateral plus contingencies and engineering,administration,etc.
6.2.4 Other Costs
Contingency.A contingency of 35 percent was added to the planning level costs to obtain planning level
construction costs.Planning level projects have many inherent uncertainties and it is appropriate to include a
contingency allowance to cover the potential additional construction costs.Uncertainties associated with
planning-level projects include unexpected geotechnical conditions,extraordinary utility relocation,alignment
changes,and permits.All of these uncertainties can increase the construction cost.
Engineering,Admin,Change Orders,etc.35 percent was added to the planning level costs to account for
design,construction services,administration,legal and environmental services,and construction change
orders.Engineering services associated with projects are estimated at 15-17 percent of the construction cost
and include preliminary investigations and design services,site and route surveys,geotechnical explorations,
preparation of drawings and specifications,construction services,surveying and staking,and sampling and
testing of materials.Administrative charges are estimated at 8-10 percent of the construction cost and include
administrative costs,legal and environmental services, financing expenses,and interest during construction.A
10 percent allowance is also included for unforeseen construction change orders.The total allowance for
engineering,administrative,and change orders costs is 35 percent of the construction cost.
6.3 Capital Improvement Pian
The Capital Improvement Plan(CIP)is comprised of sanitary sewer hydraulic capacity projects and pump
station upgrades required to meet the Consent Decree Scenario and/or the Design Scenario (described in
TM 5) and the City's high-priority projects.The capital improvement projects are summarized in Table 6-4,
and are shown in Error! Reference source not found..Attachment B provides detailed project descriptions
including manhole numbers,pipe lengths and diameters,minimum sewer slopes,pump station capacities,
along with detailed project costs.
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Technical Memorandum No.6 Capital Improvement Plan
ImprovementTable 6-4. Capital
Project Contributing Construction Engineering, Total Project
No. Agency Location Project Description Existing Size Future Size Quantity Cost Admin,Etc. Cost
5-Years: High Priority Projects
11 City Upper Carmelita Ave. Upsize by pipe bursting. 6-in 8-in 1,800 LF $451,980 $158,190 $610,170
14 City Grove Ave. Open cut replacement. 6-in 8-in 3,510 LF $850,0002 $297,5002 $1,147,5002
15 City Easement:California Dr./ Re-route collection system by N/A 8-in to 12-in 3,190 LF $1,254,180 $438,960 $1,693,140
Edgehill Dr. open cut installation.
23 City Majilla Ave.Easements Sewer rehabilitation. 6-in 8-in 1,140 LF $150,0002 $52,5002 $202,5002
24 City Downtown Burlingame Sewer rehabilitation. 6-in, 10-in 8-in,10-in 6,809 LF $1,400,0002 $300,0002 $1,700,0002
Subtotal-High Priority Projects $4,106,160 $1,247,150 $5,353,310
10-Years: Medium Priority Capacity Improvement Projects
2 City Upper Trousdale Dr. Upsize by pipe bursting. 8-in 10-in 1,280 LF $383,620 $134,270 $517,890
(Recently paved.)
3 City&BHSMD Adeline Dr.Easement Upsize and re-grade by open 8-in 10-in, 12-in 3,212 LF $1,349,810 $472,430 $1,822,240
cut replacement.
5 City&BHSMD Canyon Rd. Upsize and re-grade by open 6-in,8-in,12-in 8-in to 18-in 4,010 LF $1,706,600 $597,310 $2,303,910
cut replacement.
7 City Adeline Dr.-Cabrillo&Cortez Upsize by pipe bursting and 6-in,8-in,15-in 8-in to 21-in 2,215 LF $838,200 $293,370 $1,131,570
open cut replacement.
8 City Columbus Ave.to Bernal Ave. Upsize by pipe bursting. 6-in 8-in 892 LF $223,980 $78,390 $302,370
9 City Hale Dr.to Bernal Ave. Install new pipe and 3 new 10-in 1,400 LF $532,980 $186,540 $719,520
manholes by open cut.
121 City& Lower Sanchez Ave.(DS of Upsize and re-grade by open 15-in 21-in 1,110 LF $695,300 $243,360 $938,660
Hillsborough California Dr.) cut replacement.
13' Hillsborough Sanchez Ave.(Hillsborough) Upsize and re-grade by open 6-in,8-in,10-in 10-in,15-in 2,880 LF $1,517,890 $531,260 $2,049,150
cut replacement.
17 City Carolan Ave. Upsize by pipe bursting.Not 6-in 8-in 800 LF $200,880 $70,310 $271,190
enough fall to re-grade.
18 City Rollins Rd.&Humboldt Rd. Upsize by pipe bursting and 8-in 10-in,12-in 1,330 LF $452,600 $158,410 $611,010
open cut replacement.
19 City& Upper Oak Grove Ave.&EI Upsize by open cut 15-in 21-in 85 LF $53,240 $18,630 $71,870
Hillsborough Camino R. replacement.
12
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Technical Memorandum No.6 Capital Improvement Plan
Table 6-4. Capital Improvement Project Summary
Project Contributing Construction Engineering, Total Project
No. Agency Location Project Description Existing Size Future Size Quantity Cost Admin,Etc. Cost
Pump station upgrade.
20 City 1740 Rollins PS Confirm capacity with 1.0 mgd 2.0 mgd $132,500 $46,000 $178,500
hydraulic analysis.
Pump station upgrade.
21 City Airport Road PS Confirm capacity with 0.3 mgd 0.4 mgd $50,000 $18,000 $68,000
hydraulic analysis.
Subtotal-Medium Priority Capacity Improvement Projects $8,137,600 $2,848,280 $10,985,880
10-Years:Medium Priority Basin-Wide Collection System Rehabilitation Projects
Basins 2,3,6,7,8,9, 15,17, Rehabilitate or replace mains, 50,450 LF to $12,700,000 to $4,400,000 to $17,100,000 to
22A City Floribunda manholes,and lower laterals. 4-into 12 in 8 in to 12 in 100,800 LF $25,400,000 $8,900,000 $34,300,000
Rehabilitate or replace mains, 10,400 LF to $2,600,000 to $900,000 to $3,500,000 to
226 BHSMD Basin 3,4,7 manholes,and lower laterals. 4-into 8 in 8 in to 12-in 20,800 LF $5,300,000 $1,900,000 $7,200,000
Rehabilitate or replace mains, 46,450 LF to $11,700,000 to $4,100,000 to $15,800,000 to
22C Hillsborough Basin 7,8,9,17,Floribunda manholes,and lower laterals. 4 in to 12-in 8 in to 12-in 92,800 LF $23,400,000 $8,200,000 $31,600,000
Subtotal-Medium Priority Basin-Wide Collection System Rehabilitation Projects—Minimum $27,000,000 $9,400,000 $36,400,000
Subtotal- Medium Priority Basin-Wide Collection System Rehabilitation Projects—Maximum $54,100,000 $19,000,000 $73,100,000
Beyond 10-Years: Low Priority Capacity Improvement Projects
Upsize and re-grade by open
1 City Lower Trousdale Dr. cut replacement and pipe 12-in,18-in 15-in,24-in 2,700 LF $1,662,930 $582,030 $2,244,960
bursting.
4 City La Mesa Dr. Upsize by pipe bursting. 6-in 8-in 610 LF $153,170 $53,610 $206,780
Upsize by pipe bursting,and
6 City Davis Dr. install relief sewer by open 6-in 8-in,10-in 1,773 LF $511,690 $179,090 $690,780
cut.
10 City Columbus Ave.Hillside/Easton Upsize by pipe bursting. 6-in 8-in 1,250 LF $313,880 $109,860 $423,740
16 City California Dr.&Palm Dr. Upsize by pipe bursting. 6-in 8-in 840 LF $210,920 $73,820 $284,740
Subtotal-Low Priority Capacity Improvement Projects $2,852,590 $998,410 $3,851,000
Grand Total—Minimum $42,096,350 $14,493,840 $56,590,190
Grand Total—Maximum $69,196,350 $24,093,840 $93,290,190
I CIP projects 12 and 13 primarily convey flows from the Town of Hillsborough. These recommendations should be confirmed following the completion of the Town of Hillsborough Collection System Master Plan.
-Cost estimates provided by the City.
BROWN AND CALDWELL..?
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Technical Memorandum No.6 Capital Improvement Plan
6.4 Other Recommendations
Although not included in the Capital Improvement Plan,the following activities are also recommended to
meet the stated NPDES permit and Consent Decree requirements.
■ NBSU Outfall Hydraulic Investigation
■ Wet Weather Flow Monitoring and RDI/I Investigations (including Smoke Testing)
■ Private Lateral Rehabilitation Programs
• Satellite Collection Systems Agreements
• Master Plan Update
6.4.1 NBSU Outfall Hydraulic Investigation
The City is contractually limited to a peak discharge of 16 mgd through the NBSU outfall.An investigation
should be performed to determine the limits of the outfall,and whether additional capacity is available.The
capacity of the NBSU outfall could be limited by the pipeline pressure rating,the capacity of an in-line pump
station,bay dilution requirements that are tide-dependant,or by over-conservative modeling assumptions
made at the time of the original design. It is in the City's best interest to investigate whether additional
capacity is available since it could potentially provide a much quicker and less-costly method for eliminating
the use of the Nearshore outfall.
6.4.2 Wet Weather Flow Monitoring and RDI/1 Investigations (Including
Smoke Testing)
Further intensive wet weather flow monitoring can be completed to isolate smaller basins and to identify
where RDI/I reduction will be most effective.The City should also conduct detailed field investigations,
including smoke and dye testing,to characterize how RDI/I is distributed with each smaller basin and to
identify portions of the basins that do not need rehabilitation.The City's smoke testing program will be
included as part of the 10-year CIP.Tests will be conducted in conjunction with the lower lateral replacement
and illegal storm drain disconnection.
6.4.3 Private Lateral Rehabilitation Programs
The City's satellite collection systems should expand their efforts to control and reduce RDI/I by
implementing rigorous private lateral inspection and rehabilitation programs.RDI/I from private laterals has
been found to account for approximately 50 percent of the total RDI/I in several Bay Area cities.A program
to inspect and rehabilitate private service laterals at the sale of property can provide on-going RDI/I control
at low cost.
6.4.4 Satellite Collection Systems Agreements
The City should review the agreements with its satellite collection systems to ensure that appropriate limits on
P'\X WFs are included.PXX1WFs are the primary criteria for sizing collection system facilities including pipes
and pump stations.Wet weather flows are also a significant cause of overflows in the City's collection system.
Responsibilities for limiting,conveying,and paying for PWWFs should be clearly delineated.Satellite
collection systems should have active programs to control and reduce RDI/I that include identifying and
disconnecting inflow sources,private lateral inspection and rehabilitation programs,and regular monitoring
and evaluation of wet weather flows.
BROWN AND CALDWELL
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Technical Memorandum No.6 Capital Improvement Plan
6.4.5 Master Plan Update
This master plan should be updated in 5 years as the City completes improvements and RDI/I reduction
projects,and as updated flow monitoring information becomes available.The existing hydraulic model should
be updated periodically to reflect changes in the collection system,including collection system rehabilitation
and sewer upsizing projects. Future flow monitoring should include long-term(12 month) flow monitoring of
the Town of Hillsborough and BHSMD flows to recalibrate the model and for continuous simulation
modeling of the storage at the WWTP.
BROWN AND CALDWELL
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BURLINGAME
BaYshore
City of Millbrae HWY.
i
Mitten San Francisco Bay
Wastewater Collection
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a�a Hyatt PS Legend
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1
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Capital Improvement Plan
ATTACHMENT A: PLANNING LEVEL UNIT COST DEVELOPMENT
BROWN AND CALD %k ELL
A
PAI 36000\1 36414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAbTM 6 Capital Improvement Plan.doc
Unit Cost Development
Date: October 23,2009
Project: City of Burlingame Collection System Master Plan
Project No.: 136414
Project Engineer: Lani Good
Planning level unit costs for both sanitary sewer installation and rehabilitation were developed using the
following methodology:
1. Construction bids were tabulated for recent comparable projects in and around the Bay Area.
2. Only construction projects having a minimum of three responsive bids were included.
3. The comparable projects were equalized by excluding the following project-specific line items, if any:
a.jack and bore highway or railroad crossings,
b.junction structures,
c. cured-in-place pipe linings,
d. installation of owner-provided materials, and
e. small quantity pipe installation, relocation, or abandonment.
4. The average bid for each line item was calculated for each project.
5. Lump sum line items such as contractor mobilization, traffic control, and sheeting and shoring were then
redistributed in a weighted fashion to each linear pipe line item.
6. The unit cost for each construction method was calculated as a cost per linear foot per inch diameter of
pipe.
7. The unit costs were plotted for each construction method by project on the following charts. The
"Unit Costs" used in this master plan were then developed from the trends identified.
Sewer Replacement by Open Trench
y= 56.324e-0.0481x
Unit Costs vs. Pipe Diameter
$60
❑2008 Burlingame
40$54 O $54
■2008 Milpitas
$50 $49 02008 Pittsburgh
•2007 Burlingame
`m
39 o2007 Milpitas
B $40 $38 3
2a $37 •2007 Redding
$34 X $32 $31 02007 San Leandro
$30 30
J $28 $28 $27 X ;C$28 •2007 South SF
$264
$26 25 $24
$25 $23 2006 Burlingame
$22
$20 )K Unit Cost
$18 *$18 $21
$10
4 6 8 10 12 14 16 18 20
Pipe Diameter(inches)
P:\136000\136414-Burlingame WW Collection System Master Plan\5 CIP\Unit Costs\Unit Cost DevelopmentAs Printed:3/10/2010
Unit Cost Development
Sanitary Sewer-Open Cut Installation
Unit Costs (Varying Depths)
$30
$28
$26 $
m $24
`109
� i
0 $22 A _ ffY
$20 - - $2 .. ...
LL
"0 $18
18
$17
$16
$14
15 18 21 24 27 30 33 36 39 42 45 48 51 54
Pipe Diameter(Inches)
❑ 2008 Burlingame ■ 2007 Burlingame • 2004 Fruitridge :—Unit Cost
Sewer Rehabilitation by Pipe Bursting
Unit Costs vs. Pipe Diameter
$30
$29
L
$25
R $23 $24
$2 $22 Q $23
21
$21 $22
J $20
$19
64
$15
6 8 10 12 14 16
Pipe Diameter(inches)
❑2008 Burlingame ■2008 CCCSD &2007 Burlingame •2007 South SF 02006 Burlingame )KUnit Cost
P:\136000\136414-Burlingame WW Collection System Master Plan\5 CIP\Unit Costs\Unit Cost DevelopmentAs Printed:3/10/2010
Capital Improvement Plan
ATTACHMENT B: DETAILED PROJECT DESCRIPTIONS AND COSTS
BROWN AND CALDWELL
B
P:136000\136414-Burlingame WW Collection System Master Plan16 Master Plan Report\FINALUTM 6 Capital Improvement Plan.doc
r Capital Improvement Plan
Sanitary Sewer Improvement Project Descriptions
Date: October 13,2010
Project: City of Burlingame Collection System Master Plan
Project No.: 136414
Project Eri Colin Dudley
Reviewed by: Lani Good
Project Existing Future
No. Location Issue USMH DSMH Improvement Project Diameter Diameter I Length Grade'(%) I CIP Priority
133-21010 133-29002
Upsize and re-grade by open cut 0.743
replacement. 12-in 15-in 1,248' Min Sloe=0.51
1 Lower Trousdale Dr. Under capacity due to flat Upsize and re-grade by open cut 0.966 Low
slope.Freeboard concern. B3-29002 63-21017 replacement. 12-in 15 in 352' Min Slope=0.51
63-21046 B3-21081 Upsize by pipe bursting. 18-in 24-in 1,100' Existing rade.
2 Upper Trousdale Dr. Under capacity and shallow. D2-21073 C2-21008 Upsize by pipe bursting.(Recently 8-in 10-in 1,280' Existing grade. Medium
paved.)
E2-21026 E2-21036 Upsize by open cut replacement. 8-in 10-in 1,208' Existing rade.
E2-21036 E2-21038 Upsize and re-grade by open cut 8-in 10-in 134' 1.66
replacement.
E2-21038 E2.21039 Upsize and re-grade by open cut 8-in 12-in 96' 0.604
replacement.
Under capacity.Flat and E2-21039 E3-21004 Upsize and re-grade by open cut 8-in 12-in 738' 0.712
very shallow.
3 Adeline Dr.Easement replacement. Medium
E2-21004 E3-21011 Upsize and re-grade by open cut 8-in 12-in 846' 0.908
replacement.
E3-21011 E3-21012 Upsize and re-grade by open cut 8-in 10-in 160' 10.09
replacement.
E3-21012 E3-21129 Upsize and re-grade by open cut 8-in 10-in 30' 9.42
replacement.
4 La Mesa Dr. Flat pipe. F2-21102 E2.21010 Upsize by pipe bursting. 6-in 8-in 610' Existing grade. Low
F2-21035 F3-21055 Upsize by open cul replacement. 6-in 8-in 586' Existing rade.
F3-21055 E3-21067 Upsize by open cut replacement. 6-in,8-in 10-in 2,208' Existing rade.
E3-21067 E3-21071 Upsize by open cul replacement. 8-in 12-in 370' Existing rade.
Under capacity and shallow. E3-21071 E3-21074 Upsize b open cut replacement. 12-in 16-in 115' Existingrade.
5 Canyon Rd. Causes overflows. Upsize and re-grade by open cut Medium
E3.21074 E3-21076 replacement 12-in 16-in 421' 0.87
E3-21076 E3-21077 Upsize by open cut replacement. I 12-in 16-in 120' Existin rade.
E3.21077 E3.21078 Upsize b open cut replacement. 124n 18-in 190' Existin rade.
P:\136000\136414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAL\TM 6 Capital Improvement Plan\Final CIP Costs and Descriptions.xls Page:1
r W N AND CAL r WE L L Capital Improvement Plan
Sanitary Sewer Improvement Project Descriptions
Date: October 13,2010
Project: City of Burlingame Collection System Master Plan
Project No.: 136414
Project Engr: Colin Dudley
Reviewed by: Lani Good
Project
No. Location Issue USMH DSMH Improvement Project Diameter Diameter Length Grade*(%) CIP Priority
Flat pipe is under capacity. C3-21025 C3-21037 Upsize by pipe bursting. 6-in 8-in 1,260' Existing grade.
6 Davis Dr. Existing 12-in pipe under Open cut installation of releif Low
capacity C3-21054A C4-21006 sewer and new manhole. 10 in 513' 0.63
Under capacity D4-21070 D4-21072 Upsize by pipe bursting. &in 10-in 385' Existing grade.
7 Adeline Dr.-Cabrillo& D4-21072 D4-21064 Upsize by pipebursting. 8-in 12-in 1,140' Existing rade. Medium
Cortez Under capacity. D4-21064 D4-21066 Upsize by open cut replacement. 15-in 21-in 440' Existing rade.
Under capacity D4-21076 D4-21077 Upsize by pipe bursting. 6-in B-in 250' Existing rade.
Under capacity and shallow.
8 Columbus Ave.to Freeboard concern at MH D3-21030 D3-21080 Upsize by pipe bursting. 6-in 8-in 892' Existing grade. Medium
Bernal Ave. D3-21030 and MH D3-
21037.
Under capacity.Freeboard Install new pipe and 3 new
9 Hale Dr.to Bernal Ave. concern: 1 ft at MH D3-21014 D4-21045 manholes by open cut. 10-in 1,400' 1.85 Medium
D4-21047.
Columbus Ave. Flat pipe,under capacity.
10 Hillside/Easton Freeboard concern:2 ft at E4-21061 E4-21064 Upsize by pipe bursting. 6-in 8-in 1,250' Existing grade. Low
MH E4-21060.
11 Upper Carmelita Ave. Maintenance problem. E4-21003 D5-21060 Upsize by pipe bursting. 6-in 8-in 1,800' Existing grade. High
Lower Sanchez Ave. Pipe under capacity after Upsize and re-grade by open cut0.404
12 (Downstream of upstream projects are D5-21053 C5-21037 replacement 15 in 21 n 1,110' (Min Slope=0.24) Medium
California Dr.) completed.
Sanchez Ave. E5-21056 DS-22026 Upsize and re-grade by open cut 6-in,8-in 15-in 1,875' 1'54
13 (Combined Burlingame Under capacity. replacement (Min Slope=0.98) Medium
&Hillsborough lines) Upsize and re-grade by open cut 6-in,8-in, 0.35
D5-22026 D5-21053 replacement. 10-in 21-in 1'185' MinSloa=0.23
14 Grove Ave. Maintenance problem. City City Upsize by open cut replacement. 6-in 8-in 3,510' Existing grade. High
P:11360001136414-Burlingame WVV Collection System Master Plan\6 Master Plan Report\FINAL\TM 6 Capital Improvement Plan\Final CIP Costs and Descriptions.xls Page:2
Capital Improvement Plan
Sanitary Sewer Improvement Project Descriptions
Date: October 13, 2010
Project: City of Burlingame Collection System Master Plan
Project No.: 136414
Project Engr: Colin Dudley
Reviewed by: Lani Good
Project Existing Future
No. Location Issue I USMH I DSMH JImprovement Project Diameter Diameter I Length Grade* (%) CIP Priority
Maintenance problem.
Re-route collection system by
15 Easement: California Easement sewer runs under D5-21067 D5-21023 open cut installation. See Sanchez NSA 8-in to 3,190' Varies High
DrJ Edgehill Dr. Avenue Sanitary Sewer Relocation 12-in
private buildings. Project plans (2000).
California Dr. & Flat, shallow pipe.
16 Palm Dr. Freeboard concern: 3.5 ft at D6-21067 D5-21029 Upsize by pipe bursting. 6-in 8-in 840' Existing grade. Low
MH D6-21067.
Flat, shallow pipe. Under Upsize by pipe bursting. Not
17 Carolan Ave. capacity. Causes overflows. D6-21038 D5-21030 enough fall to re-grade. 6-in 8-in 800' Existing grade. Medium
Known problem. (1.7 fps full flow velocity.)
Rollins Rd. & Under capacity. Causes D8-21012 D8-21013 Upsize b open cut replacement. 8-in 10-in 410' Existin rade.
18 overflows in shallow line in D8-21013 D7-21051 Upsize b pipe bursting. 8-in 10-in 570' Existingrade. Medium
Humboldt Rd. Humboldt. D7-21051 D7-21052 Upsize by pipe bursting. 8-in 12-in 350' Existing rade.
19 Upper Oak Grove Ave. Pipe under capacity E5-21035 E5-21035A Upsize by open cut replacement. 15-in 21-in 85' Existing grade. Medium
& EI Camino Real
23 Majilla Ave. Easements Maintenance problem. City City Upsize by pipe bursting. 6-in 8-in 1,140' Existing grade. High
24 Downtown Burlingame Maintenance problem. City City Open cut replacement. 6-in, 10-in 8-in, 10-in 6,809' Existing grade. High
Grade shown is the proposed grade in the hydraulic model. The "Min Slope" shown is the minimum installation grade for the proposed sewer diameter, and is either the minimum slope
required to meet a peak flow flushing velocity, or to meet the peak capacity required.
P \136000\136414 - Burlingame VVVV Collection System Master Plan\6 Master Plan Report\FINAL\TM 6 Capital Improvement Plan\Final C I P Costs and Descriptions.As Page: 3
Capital Improvement Plan
Detailed Sanitary Sewer Improvement Project Costs
Date: October 12,2010
Client: City of Burlingame
Project: Collection System Master Plan
Project No.: 136414
Project Engr: Lani Good
Project No.: 1 2 3 4 5 6 7 8 9 10 11
Priority: Low Medium Medium Low Medium Low Medium Medium Medium Low High
Location: Lower Trousdale Dr. Upper Adeline Dr.Easement La Mesa Dr. Canyon Rd. Davis Dr. Adeline Dr.•Cabrillo Columbus Ave.to Hate Dr.to Columbus Ave. Upper Carmelite
Trousdale Dr. d Cortez Bernal Ave. Bernal Ave. Hillside/Easton Ave.
Ownership: Ci Ci C' 6 BHSMD Ci C 6 BHSMD Ci Ci Cr Ci Ci Cr
Item Unil $IUnit Quanti Total Duanti Total Quanti Total Quan' Total Quanti Total Quanti Total DUanti Total Quanti Total Quanti Total Quanti Total Duanti Total
Open Cut Sanitary Sewer Replacement'
8-inch Ll- $272 $0 $0 $0 $0 586 $159,392 $0 $0 $0 $0 $0 $0
10-inch LF $280 $0 $0 1,532 $428,960 $0 2,208 $618,240 513 $143,640 $0 $0 1,400 $392,000 $0 $0
12-inch I LF $336 1 1 $0 $01 1,6801 $564,480 $01 370 $124,320 $01 $0 $0 $0 $0 $0
154ch LF $420 1,600 $672,000 $0 $0 $0 656 $275,520 $0 $0 $0 $0 $0 $0
Open Cut Sanitary Sewer' --
�97n-T-- LF $414 $0 $0 $0 $0 190 $78,660 $0 $0 $0 $0 $0 $0$420 $0 $0 $0 $0 $0 $0 440 $184,800 $0 $0 $0 $0
Sewer Rehabilitation:Pipe Bursting'
8-inch LF $184 $0 $0 $0 610 $112,240 $0 1,260 $231,840 250 $46,000 692 $164,128 $0 1,250 $230,000 1,800 $331,200
10-inch I LF 1 $220 1 1 $011.2801 $281,600 $0 $0 $0 $01 365 $84,700 $0 $0 $0 $0
12-inch LF 1 $264 1 1 $0 $0 $0 $0 $0 $01 1,1401 $300,960 Ni0 $0 $0
24-inch LF $504 1,100 $554,400 $0 $0 $0 80 $0 $0 $0 $0 $0 $0
rther CCN LF $2 2,700 $5,400 1,280 $2,560 3,212 $6,424 610 $1,220 4,010 $8,020 1,773 $3,546 2,215 $4,430 892 $1,784 1,400 $2,800 1,250 $2,500 1,800 $3,600
Totals
Subtotal $1,231,8001 $264,160 $999,864 $113,460 $1,264,152 $379,026 $620,890 $165,912 $394,800 $232,500 $334,800
35%Contingency % 1 35% $431,130 $99,460 $349,950 $39,710 $442,450 $132,660 $217,310 $58,070 $138,180 $81,380 $117,180
Construction Cost $1,662,930 $383,620 $1,349,810 $153,170 $1,706,600 $511,690 $638,200 $223,980 $532,980 $313,880 $451,980
Engineering,Admin,etc. I % 1 35% $582,0301 $134,270 $472,4301 $53,610 $597,310 $179,0901 $293,370 $78,390 $186,5401 $109,860 $158,190
Total Project Cost $2,2",9601 $517,890 $1,822,2401 $206,780 $2,303,910 $690,7801 $1,131,570 $302,370 $719,5201 $423,740 $610,170
Note:Cost estimates for Project Nos.14,23 and 24 provided by the City.
Includes mobilization;demobilization;traffic control;
normal sheeting,shoring and bracing;excavation and
standard dewatering;standard manholes at typical
intervals;lower lateral and cleanout at typical intervals;
typical surface restoration;erosion,sediment and
storrnwater control;overhead;and profit
'Includes mobilization;demobilization;traffic control;
normal sheeting,shoring and bracing;excavation and
standard dewatering;standard manholes at typical
intervals;lower lateral and cleanout at typical intervals;
erosion,sediment and stormwater control;overhead;and
profit
:\136000\136414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAL\TM 6 Capital Improvement Plan\Final CIP Costs and Descriptions.xls Page:4
Capital Improvement Plan
Detailed Sanitary Sewer Improvement Project Costs
Date: October 12,2010
Client: City of Burlingame
Project: Collection System Master Plan
Project No.: 136414
Project Eng[ Lani Good
Pro'ect No.: 12 13 15 16 17 18 19
Priority: Medium Medium High Low Medium Medium Medium
Lower Sanchez Ave. Easement:California California Or.d Rollins Rd.d Oak Grove Ave 6 EI
Location: (DS of California Sanchez Ave. Dr.IEd ehill Dr. Palm Dr. Carolan Ave. Humboldt Rd. Camino Real
Ownership: Cit &Hillsborough Hillsborough Ci Cit Ci Ci city Item Unit $Noit Quanti Total Quanti Total Quanti Tolal Quanti Total Quanti Total Quant Total Quan' Total
Open
rich LfI $272 $0 $0 1,570 $427,040 $0 $0 $0 $0
10-inch LF $280 $0 650 $182,000 670 $243,600 $0 $0 410 $114,800 $0
12-inch LF 1 $336 1 $0 1 $01 750 $252,000 $0 $0 $0 $0
15-inch LF $420 $0 2,230 $936,600 $0 $0 $0 $0 $0
18-inch De th c10' LF $414 $0 $0 $0 $0 $0 $0 $0
21-inch De th<10' LF $420I sol I sol I sol sol $0 $0 $0
10'<Deth<15' LF $462 1,110 $512,820 $0 $0 $0 $0 $0 85 $39,270
Sewer Rehabilitation:Pipe Bursting'
8-inch IIILFI $184 $0 $0 $of 840 $154,560 800 $147,200 $0 $0
10-inch I LF 1 $220 1 1 $0 $0 $0 $01 1 $0 570 $125,400 $0
12-inch I LF 1 $264 1 1 sol I $0 $0 $0 $0 350 $92,400 $0
24-inch LF $504 $0 $0 $0 $0 $0 $0 $0
r
CCN I 1101 $2,2201 2,8801 $5,7601 3,1901 $6,380 840 $1,680 800 $1,600 1,33D $2,6fi0 85 $170
Totals
Subtotal $515.1.1401 $1,124,360 :i-Jzg,uZuI $Inu,zqul $148,8D0 $335,260 $39,440
35%Contingency % 1 35% $180,260 $393,530 $325,160 $54,680 $52,080 $117,340 $13,800
Construction Cost 8695,300 $1,517,890 $1,254,180 $210,920 $200,880 $452,600 $53,240
En ineerin,Admin,etc. % 35% $243,360 $531,260 $438,960 $73,820 $70,310 $158,410 $18,630
Total Project Cost $938,6601 $2,049,1501 $1,693,1401 $284,7401 $271,1901 $611,010 $71,870
Includes mobilization;demobilization;traffic control;
normal sheeting,shoring and bracing;excavation and
standard dewatering;standard manholes at typical
intervals;lower lateral and cleanout at typical intervals;
typical surface restoration;erosion,sediment and
stormwater control;overhead;and profit
z Includes mobilization;demobilization;traffic control;
normal sheeting,shoring and bracing;excavation and
standard dewatering;standard manholes at typical
intervals;lower lateral and cleanout at typical intervals;
erosion,sediment and stormwater control;overhead;and
profit
P:\136000\136414-Burlingame WW Collection System Master Plan\6 Master Plan Repon\FINAL\TM 6 Capital Improvement Plan\Final CIP Costs and Descriptions.xls Page:5
Capital Improvement Plan
Project 20: 1740 Rollins PS Upgrade Costs
Date: February 12,2010
Project: City of Burlingame Collection System Master Plan
Project No.: 136414
Project Engr: Alex Park
Assumptions:
Approximate Current Firm Capacity: 0.96 mgd(based on City draw-down tests)
Design Scenario PWWF: 1.96 mgd
2 duty pumps, 1 stand-by,Estimated TDH=41 ft
Item Notes Cost
Cost per Pump Manufacturer Provided Cost $14,000
Pump Installation Estimated as 112 pump cost $7,000
Gate&Check Valves BC Cost Estimating Department $8,000
Overload Relay Heater $500
Subtotal per pump $29,500
Pumps Total(3 pumps) $88,500
Wiring lReplacing 10 gauge with 8 gauge $10,000
Subtotal $98,500
Contingency,35% $34,000
Construction Cost $132,500
Engineering,Admin,Change Orders,35% $46,000
Capital Cost $178,500
P:\136000\136414-Burlingame VVW Collection System Master Plan\5 CIP\CIP\Final CIP Costs and Descriptions.xls Page:6
Capital Improvement Plan
Project 21: Airport Rd. PS Upgrade Costs
Date: March 4,2010
Project: City of Burlingame Collection System Master Plan
Project No.: 136414
Project Engr: Alex Park
Assumptions:
Approximate Current Firm Capacity: 0.27 mgd(based on City draw-down tests)
Design PWWF: 0.38 mgd
1 duty pumps, 1 stand-by,Estimated TDH=20 ft
Item Notes Cost
Cost per Pump Manufacturer Provided Cost $5,000
Pump Installation Estimated as 112 pump cost $2,500
Gate&Check Valves BC Cost Estimating Department $8,000
Misc.Appurtenances $500
Subtotal per pump $16,000
Pumps Total(2 pumps) $32,000
Wiring $5,000
Subtotal $37,000
Contingency,35% $13,000
Construction Cost $50,000
Engineering,Admin,Change Orders,35% $18,000
Capital Cost $68,000
P:\136000\136414-Burlingame WW Collection System Master Plan\5 CIP\CIP\Final CIP Costs and Descriptions.xls Page:7
� , C A L , W E L L Capital Improvement Plan
Project 22: Rehabilitation Project Costs
Date: March 12,2010
Client: City of Burlingame
Project: Collection System Master Plan
Project No.: 136414
Project Engr: Lani Good
City of Burlingame BHSMD Hillsborough
Project No.: Rehab Minimum Rehab Maximum Rehab Minimum Rehab Maximum Rehab Minimum Rehab Maximum
Priority: Medium Medium Medium Medium Medium Medium
Location: Basin 2,3,6,7,8,9,15,17,Floribunda Basin 3,7,8 Basin 7,8,9,17,Floribunda
Ownership: Shared Shared Shared Shared Shared Shared
kern Unit I $/Unit Quantity Total Quantity Total Quantity Total Quantity Total Quantity Total Quantity Total
Sewer Rehabilitation:Pipe Burstin g
8-inch LF I $184 1 50,1001 $9,21 4001 100,1001 $18,418,4001 10,4001 $1,913,6001 20,8001 $3,827,2001 46,1001 8,482,400 92,200 $16,964,800
10-inch LF 1 $220 1 200 $44,000 400 $88,000 $0 $01 100 $22,000 200 $44,000
12-inch I LF 1 $264 1150 $39,600 300 $79,200 $01 $01 250 $66,000 400 $105,600
Other CCN I LF $2 50,450 $100,900 1,6001 10,4001 $20,800 20,800:1 $41,600 46,450 $92,900 92,800 $185,600
,tals
Subtotal $9,400,0001 $18,800,0001 $1,900,0001 $3,900,0001 $8,700,000 $17,300,000
35%Contingency % 35% $3,300,000 $6,600,0001 $700,0001 $1,400,000 $3,000,000 $6,100,000
Construction Cost $12,700,000 $25,400,000 $2,600,000 $5,300,000 $11,700,000 $23,400,000
Engineering,Admin,etc. % 35% $4,400,000 $8,900,0001 $900,0001 $1,900,000 $4,100,000 $8,200,000
Total Project Cost $17,100,000 $34.300,0001 $3,500,0001 $7,200,000 $15,800,000 $31,600,000
Includes mobilization;demobilization;traffic control;normal sheeting,shoring and bracing;excavation and standard dewatering;standard manholes at typical intervals;lower lateral and cleanout at typical
intervals;typical surface restoration;erosion,sediment and stormwater control;overhead;and profit.
2 Includes mobilization;demobilization;traffic control;normal sheeting,shoring and bracing;excavation and standard dewatering;standard manholes at typical intervals;lower lateral and cleanout at typical
intervals;erosion,sediment and stormwater control;overhead;and profit.
\136000\136414-Burlingame WW Collection System Master Plan\6 Master Plan Report\FINAL\TM 6 Capital Improvement Plan\Final CIP Costs and Descriptions.xls Page:8
BURL AGENDA NO: 8e
�w- STAFF REPORT
MEETING DATE: September 16,201
To: Honorable Mayor and City Council
Date: September 16, 2019
From: Syed Murtuza, Director of Public Works — (650) 558-7230
Subject: Adoption of a Resolution Awarding a $620,465 Construction Contract to
Stoloski & Gonzalez, Inc. for the Neighborhood Storm Drain Project No. 11,
City Project No. 85130, and Authorizing the City Manager to Execute the
Construction Contract
RECOMMENDATION
Staff recommends that the City Council adopt the attached resolution awarding a construction
contract to Stoloski & Gonzalez, Inc., for the Neighborhood Storm Drain Project No. 11 in the
amount of$620,465, and authorizing the City Manager to execute the construction contract.
BACKGROUND
The Neighborhood Storm Drain Project No. 11 focuses on the next high priority neighborhood
improvements identified as part of the Storm Drainage Master Plan to improve drainage and
minimize localized flooding. The project consists of construction of approximately 335 linear feet
of storm drain pipelines by open trench and pipe lining; replacement of 1,140 linear feet of curb
and gutter; installation of 200 linear feet of valley gutter; construction of three storm drain
manholes and 10 storm drain inlets; replacement of 19 storm drain grates; and various concrete
and street restoration work. The project locations are generally in the Mills Estates and Easton
Addition areas and a few locations near Oak Grove Avenue.
DISCUSSION
The project engineering design was successfully completed, and the project was advertised for
construction bids on August 15, 2019. Sealed bids were opened on September 5, 2019. The City
received three bids ranging from $620,465 to $795,500. Stoloski & Gonzalez, Inc. is the lowest
responsible bidder with its bid amount of $620,465, which is approximately 7% below the
engineer's estimate of $670,000. Staff has reviewed their bid proposal and determined the
contractor has met all project requirements and has a successful history of performing similar
work for other public agencies. As a result, staff recommends that the City Council award the
construction contract to Stoloski & Gonzalez, Inc.
1
Awarding a Construction Contract to Stoloski& Gonzalez, Inc. September 16, 2019
for the Neighborhood Storm Drain Project No. 11
FISCAL IMPACT
Estimated Protect Expenditures:
The following are the estimated project construction expenditures:
Construction $620,465
Construction Contingency $93,035
Construction Management $62,000
Engineering Administration $60,000
Total $835,500
Funding Availability:
There are adequate funds available in the Capital Improvement Program budget funded by the
Storm Drainage Fee to complete the project.
Exhibits:
• Resolution
• Bid Summary
• Construction Contract
• Project Location Map
2
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BURLINGAME
AUTHORIZING THE CITY MANAGER TO EXECUTE A$620,465 CONSTRUCTION
CONTRACT FOR THE NEIGHBORHOOD STORM DRAIN PROJECT NO.11
WITH STOLOSKI&GONZALEZ,INC.
CITY PROJECT NO.85130
WHEREAS, on August 15, 2019, the City issued notice inviting bid proposals for the
Neighborhood Storm Drain Project No. 11,City Project No.85130;and
WHEREAS,on September 5,2019,all proposals were received and opened before the
City Clerk and representatives of the Public Works Department;and
WHEREAS,Stoloski&Gonzalez, Inc.submitted the lowest responsible bid for the job in
the amount of$620,465.
NOW,THEREFORE,be it RESOLVED,and ORDERED,that
1.The Plans and Specifications,including all addenda,are approved and adopted;and
2.The bid of Stoloski&Gonzalez,Inc.in the amount of$620,465 is accepted;and
3. That a contract be entered into between the successful bidder and the City of
Burlingame for the performance of said work,and that the City Manager is authorized on behalf
of the City of Burlingame to execute the contract and to approve the faithful performance bond
and the labor materials bond required to be furnished by the contractor.
Mayor
I, Meaghan Hassel Shearer, City Clerk of the City of Burlingame, certify that the
foregoing Resolution was introduced at a regular meeting of the City Council held on the 16`h
day of September,2019,and was adopted thereafter by the following vote:
AYES: COUNCILMEMBERS:
NOES: COUNCILMEMBERS:
ABSENT: COUNCILMEMBERS:
City Clerk
CITY OF BURLINGAME
NEIGHBORHOOD STORM DRAIN PROJECT #11
CITY PROJECT NO. 85130
ENGINEER'S ESTIMATE STOLOSKI S GONZALEZ, PRECISION ENGINEERING ,
D 6 D PIPELINES, INC.
INC. INC.
ITEM ITEM DESCRIPTION UNIT AREA UNIT ENGINEER'S UNIT BID UNIT BID UNIT BID
NO. PRICE QUANTITY SIZE ESTIMATE PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
1 MOBILIZATION $30,115 1 L.S. $30,115 $56,000 $56,000 $95,000 $95,000 $35,000 $35,000
2 TRAFFIC CONTROL $25,000 1 L.S. $25,000 $4,500 $4,500 $115,000 $115,000 $35,000 $35,000
3 SHEETING SHORING AND BRACING $15,000WL.S. $20,000
$15 000 $39,000 $39,000 $20,000 $20,000 $10,000 $10,000
4 CONSTRUCTION STAKING AND SURVEY $10,000 $10 000 $1,800 $1,800 $2,500 $2,500 $3,000 $3,000
5 SITE INVESTIGATION AND POTHOLING $10,000 . $10 000 $3,000 _ $3,000 $2,500 $2,500 $10,000 $10,000
6 STORM WATER POLLUTION PREVENTION $20,000 . $20 000 $1,800 $1,800 $2,500 $2,500 $6,000 $6,000
7 REMOVE AND REPLACE SDI GRATE 30"X26" $2,000 $36 000 $900 $16 200 $1 750 $31 500 $1 000 $18 000
8 REMOVE AND REPLACE SDI GRATE 40"X24" $2 000 $2 000 $950 $950 $2 250 $2 250 $1 500 $1 500
9 REMOVE AND REPLACE SDI FRAME S GRATE, TYPE GO $4000 $32 000 $1 500 $12 000 $6 500 $52 000 $2 000 $16 000
10 INSTALL APRON $40 . $14 400 $20 $7200 $25 $9 000 $100 $36 000
11 REMOVE EXISTING CB AND INSTALL TYPE GO BUBLE-UP INLET $13 000 $26 000 $7,000 $14,000 $6,500 $13,000 10 000 $20,000
12 REMOVE AND REPLACE/INSTALL SDI TYPE GO $6,000 5 EACH $30,000 $8,500 $42,500 $6,500 $32,500 $10 000 $50,000
13 REMOVE AND REPLACE SDI MODEL CP1818 $4,500 3 EACH $13,500 $3,000 $9,000 $6,500 $19,500 $4 000 $12,000
14 REMOVE AND REPLACE SDMH $13,000 3 EACH $39,000 $14,000 $42,000 $7,000 $21,000 $12,000 $36,000
15 REMOVE AND REPLACE SIDEWALK $20 540 S. F. $10,800 $20 $10,800 $25 $13,500 $40 $21,600
16 REMOVE AND REPLACE CURB RAMP $9,000 2 EACH $18,000 $4,000 $8,000 $4,000 $8,000 $8,000 $16,000
17 REMOVE AND REPLACE CONCRETE DRIVEWAY SECTION $45 540 S. F. $24,300 $23 $12,420 $25 $13,500 $50 $27,000
18 INSTALL 6" VERTICAL CURB $40 50 L.F. $2,000 $70 $3,500 1 $75 $3,750 $100 $5,000
19 REMOVE AND REPLACE CURB AND 1.5' GUTTER $60 985 L.F. $59,110000 $78 $76,830 $85 $83,725 $160 $157,600
20 REMOVE AND REPLACE CURB AND 4.5' GUTTER $1201 65 L.P. $7,800 $106 $6,890 $95 $6,175 $190 $12,350
21 REMOVE AND REPLACE CURB AND 5' GUTTER $1301 90 L.P. $11,700 $110 $9,900 $100 $9,000 $200 $18,000
22 REMOVE AND REPLACE CURB THROUGH DRAIN $60 4 EACH $240 $225 $900 $750 $3,000 $500 $2,000
23 INSTALL AC PAVEMENT $280 85 TON $23,800 $355 $30,175 $500 $42,500 $400 $34,000
24 INSTALL GRAVEL $150 11 C.Y. $1,650 $625 $6,875 $30 $330 $300 $3,300
25 INSTALL 2-FT VALLEY GUTTER $35 200 L.F. $7,000 $90 $18,000 $50 $10,000 $200 $40,000
26 15" PVC SLIP LINE $300 901 L.F. 1 $27,000 $375 $33,750 $200 $18,000 $300 $27,000
27 12" PVC SD $400 45 L.F. $18,000 $425 $19,125 $350 $15,750 $500 $22,500
28 18^ PVC SD $650 150 L.F. $97,500 $575 $86,250 $400 $60,000 $5001 $75,000
29 24^ PVC SD $800 30 L.F. $24,000 $450 $13,500 $450 $13,500 $5001 $15,000
30 REMOVE/ABANDON SD $80 210 L.F. $16,800 $70 $14,700 $25 $5,250 $50 $10,500
31 IREMOVE SDMH $4,500 2 EACH $9,000 $3,000 $6,000 $2,500 $5,000 $3 000 $6,000
32 INSTALL 12" STRIPING $5 210 EACH $1,050 $20 $4,200 $20 $4,200 $10 $2,100
33 PAINT RED CURB WITH STENCIL $5 85 L.F. $425 $20 $1,700 $10 $850 $10 $850
34 REPAINT ADDRESS ON CURB $10 2 EACH $4002 $800$20 $750 $1 500 $100 $200
35 RELOCATE STREET SIGN $400 1 EACH $400 $1
00 $1 200 $250 $250 $1 000 $1 000
36 8" PVC SD $320 20 L.F. $6,400 $2501 $5,000 300 $6,000 $500 $10,000
TOTAL- $670,000 TOTAL: $620,465 TOTAL: $742,030 TOTAL: $795,500 +
* DENOTES MATHEMATICAL ERROR IN SUMMATION.
AGREEMENT FOR PUBLIC IMPROVEMENT
NEIGHBORHOOD STORM DRAIN PROJECT NO.11
CITY PROJECT NO.85130
THIS AGREEMENT,made in duplicate and entered into in the City of Burlingame,
County of San Mateo, State of California on , 2019 by and between the
CITY OF BURLINGAME,a Municipal Corporation, hereinafter called"City",and Stoloski
&Gonzalez,Inc.,a California Corporation,hereinafter called"Contractor."
WITNESSETH:
WHEREAS, City has taken appropriate proceedings to authorize construction of
the public work and improvements herein provided for and to authorize execution of this
Contract;and
WHEREAS, pursuant to State law and City requirements, a notice was duly
published for bids for the contract for the improvement hereinafter described;and
WHEREAS, on September 3. 2019 after notice duly given, the City Council of
Burlingame awarded the contract for the construction of the improvements hereinafter
described to Contractor,which the Council found to be the lowest responsive,responsible
bidder for these improvements;and
WHEREAS, City and Contractor desire to enter into this Agreement for the
construction of said improvements.
NOW,THEREFORE,IT IS AGREED by the parties hereto as follows:
1. Scope of work.
Contractor shall perform the work described in those Contract Documents entitled:
NEIGHBORHOOD STORM DRAIN PROJECT NO.11 CITY PROJECT NO.85130.
2. The Contract Documents.
The complete contract between City and Contractor consists of the following
documents:this Agreement; Notice Inviting Sealed Bids, attached hereto as Exhibit A;
the accepted Bid Proposal, attached hereto as Exhibit B;the specifications, provisions,
addenda,complete plans,profiles,and detailed drawings contained in the bid documents
titled "Neighborhood Storm Drain Project No. 11" attached as Exhibit C; the State of
California Standard Specifications 2010,as promulgated by the California Department of
AGREEMENT-1
Transportation; prevailing wage rates of the State of California applicable to this project
by State law; and all bonds; which are collectively hereinafter referred to as the Contract
Documents. All rights and obligations of City and Contractor are fully set forth and
described in the Contract Documents, which are hereby incorporated as if fully set forth
herein. All of the above described documents are intended to cooperate so that any work
called for in one, and not mentioned in the other, or vice versa, is to be executed the same
as if mentioned in all said documents
3. Contract Price.
The City shall pay, and the Contractor shall accept, in full, payment of the work
above agreed to be done, the sum of six-hundred twenty thousand, four-hundred and
sixty-five dollars ($620,465), called the "Contract Price'. This price is determined by the
lump sum and unit prices contained in Contractor's Bid. In the event authorized work is
performed or materials furnished in addition to those set forth in Contractor's Bid and the
Specifications, such work and materials will be paid for at the unit prices therein contained.
Said amount shall be paid in progress payments as provided in the Contract Documents.
4. Termination
At any time and with or without cause, the City may suspend the work or any
portion of the work for a period of not more than 90 consecutive calendar days by notice
in writing to Contractor that will fix the date on which work will be resumed. Contractor
will be granted an adjustment to the Contract Price or an extension of the Time for
Completion, or both, directly attributable to any such suspension if Contractor makes a
claim therefor was provided in the Contract Documents.
The occurrence of any one or more of the following events will justify termination
of the contract by the City for cause: (1) Contractor's persistent failure to perform the
work in accordance with the Contract Documents; (2) Contractor's disregard of Laws or
Regulations of any public body having jurisdiction; (3) Contractor's disregard of the
authority of the Engineer; or (4) Contractor's violation in any substantial way of any
provision of the Contract Documents. In the case of any one or more of these events, the
City, after giving Contractor and Contractor's sureties seven calendar days written notice
of the intent to terminate Contractor's services, may initiate termination procedures. Such
termination will not affect any rights or remedies of City against Contractor then existing
or that accrue thereafter. Any retention or payment of moneys due Contractor will not
release Contractor from liability. At the City's sole discretion, Contractor's services may
not be terminated if Contractor begins, within seven calendar days of receipt of such
AGREEMENT - 2
notice of intent to terminate, to correct its failure to perform and proceeds diligently to cure
such failure within no more than 30 calendar days of such notice.
Upon seven calendar days written notice to Contractor, City may, without cause
and without prejudice to any other right or remedy of City, terminate the Contract for City's
convenience. In such case, Contractor will be paid for (1) work satisfactorily completed
prior the effective date of such termination, (2) furnishing of labor, equipment, and
materials in accordance with the Contract Documents in connection with uncompleted
work, (3) reasonable expenses directly attributable to termination, and (4) fair and
reasonable compensation for associated overhead and profit. No payment will be made
on account of loss of anticipated profits or revenue or other economic loss arising out of
or resulting from such termination.
5. Provisions Cumulative.
The provisions of this Agreement are cumulative and in addition to and not in
limitation of any other rights or remedies available to the City.
6. Notices.
All notices shall be in writing and delivered in person or transmitted by certified
mail, postage prepaid.
Notices required to be given to the City shall be addressed as follows:
Mr. Martin Quan
Senior Engineer
City of Burlingame
501 Primrose Road
Burlingame, California 94010
Notices required to be given to Contractor shall be addressed as follows:
Mark Stoloski
Stoloski & Gonzales, Inc.
727 Main Street
Half Moon Bay, CA 94019
7. Interpretation
As used herein, any gender includes the other gender and the singular includes
the plural and vice versa.
AGREEMENT - 3
8. Waiver or Amendment.
No modification, waiver, mutual termination, or amendment of this Agreement is
effective unless made in writing and signed by the City and the Contractor. One or more
waivers of any term, condition, or other provision of this Agreement by either party shall
not be construed as a waiver of a subsequent breach of the same or any other provision.
9. Controlling Law.
This Agreement is to be governed by and interpreted in accordance with the laws
of the State of California.
10. Successors and Assignees.
This Agreement is to be binding on the heirs, successors, and assigns of the
parties hereto but may not be assigned by either party without first obtaining the written
consent of the other party.
11. Severability.
If any term or provision of this Agreement is deemed invalid, void, or unenforceable
by any court of lawful jurisdiction, the remaining terms and provisions of the Agreement
shall not be affected thereby and shall remain in full force and effect.
12. Indemnification.
Contractor shall indemnify, defend, and hold the City, its directors, officers,
employees, agents, and volunteers harmless from and against any and all liability, claims,
suits, actions, damages, and causes of action arising out of, pertaining or relating to the
actual or alleged negligence, recklessness or willful misconduct of Contractor, its
employees, subcontractors, or agents, or on account of the performance or character of
the services, except for any such claim arising out of the sole negligence or willful
misconduct of the City, its officers, employees, agents, or volunteers. It is understood
that the duty of Contractor to indemnify and hold harmless includes the duty to defend as
set forth in section 2778 of the California Civil Code. Notwithstanding the foregoing, for
any design professional services, the duty to defend and indemnify City shall be limited
to that allowed by state law. Acceptance of insurance certificates and endorsements
required under this Agreement does not relieve Contractor from liability under this
indemnification and hold harmless clause. This indemnification and hold harmless clause
shall apply whether or not such insurance policies shall have been determined to be
applicable to any of such damages or claims for damages.
AGREEMENT - 4
IN WITNESS WHEREOF, two identical counterparts of this Agreement, consisting
of five pages, including this page, each of which counterparts shall for all purposes be
deemed an original of this Agreement, have been duly executed by the parties
hereinabove named on the day and year first hereinabove written.
CITY OF BURLINGAME, "CONTRACTOR"
a Municipal Corporation
By By
Lisa K. Goldman, City Manager Print Name:
Stoloski & Gonzales, Inc.
Approved as to form:
Kathleen Kane, City Attorney
ATTEST:
Meaghan Hassel-Shearer, City Clerk
AGREEMENT - 5
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I
URUNGAME STAFF REPORT AGENDA NO: 8f
9 MEETING DATE: September 16,2019
To: Honorable Mayor and City Council
Date: September 16, 2019
From: John Kammeyer, Fire Chief— (650) 558-7600
Dena Gunning, Community Risk and Resiliency Specialist— (650) 558-7609
Subject: Adoption of a Resolution Approving the 2019 Burlingame and Hillsborough
Emergency Operations Plan (EOP) Basic Plan
RECOMMENDATION
Central County Fire Department (CCFD) staff recommends that the Burlingame City Council
adopt by resolution the 2019 Burlingame and Hillsborough Emergency Operations Plan (EOP)
Basic Plan.
BACKGROUND
In 2007, the San Mateo County Sheriff's Office of Emergency Services (OES) completed an
Emergency Operations Plan (EOP) Basic Plan. This EOP Basic Plan was made available to all
municipalities in San Mateo County. The Burlingame and Hillsborough EOP Basic Plan was
edited to meet the needs of the City of Burlingame and the Town of Hillsborough. The Burlingame
City Council adopted the 2007 Burlingame and Hillsborough EOP Basic Plan by resolution on
September 4, 2007.
The 2007 Burlingame and Hillsborough EOP Basic Plan has been reviewed and revised by the
Central County Fire Department (CCFD) Risk and Resiliency Specialist, Burlingame and
Hillsborough City Managers, Department Heads, and City Attorneys in accordance with federal
and state standards. This 2019 EOP Basic Plan is designed to be consistent with Homeland
Security Presidential Directive (HSPD)-5 as well as National Incident Management System
(NIMS) and California Standardized Emergency Management System (SEMS) requirements.
The Burlingame and Hillsborough EOP Basic Plan:
• Conforms to the National Incident Management System (NIMS) and the Standardized
Emergency Management System (SEMS)
• Provides Emergency Operations Center (EOC) responders with procedures, documentation,
and EOC position checklists to effectively manage emergencies
• Provides detailed information of supplemental requirements such as Public Information,
Hazard Specific Annexes, Damage Assessment, and Recovery Operations.
This plan was introduced at the August 19, 2019 City Council meeting. Once the EOP Basic Plan
is adopted, all EOC staff will be trained in its use. They will then participate in the Training and
1
Adoption of EOP Basic Plan September 16, 2019
Exercise Plan (TEP) to develop and maintain the knowledge, skills, and capabilities to effectively
plan, prepare, respond, and recover from major disasters and emergencies.
Exhibits:
• Resolution
• Executive Summary
• Emergency Operations Plan Basic Plan
2
RESOLUTION NO.
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BURLINGAME APPROVING AND
ADOPTING THE 2019 BURLINGAME AND HILLSBOROUGH EMERGENCY OPERATIONS
PLAN(EOP)BASIC PLAN
WHEREAS, in 2007, the San Mateo County Sheriff's Office of Emergency Services
(OES) completed an Emergency Operations Plan (EOP) Basic Plan to be used as a base
document by all municipalities in San Mateo County;and
WHEREAS,the City of Burlingame and the Town of Hillsborough revised and edited the
County's EOP Basic Plan to reflect the needs and resources of the two agencies and completed
the 2007 Burlingame and Hillsborough EOP Basic Plan;and
WHEREAS, in early 2019, Central County Fire Department staff, Burlingame and
Hillsborough City Managers,and both agencies'executive staff were involved in the review and
revisions to the 2019 EOP Basic Plan update;and
WHEREAS, the City of Burlingame and the Town of Hillsborough will operate a Joint
Emergency Operations Center(EOC) to provide effective mobilization and coordination of all
jurisdictional resources;and
WHEREAS,the City of Burlingame and the Town of Hillsborough are fully compliant with
Homeland Security Presidential Directive - 5 (HSPD- 5), the National Incident Management
System (NIMS), the California Standardized Emergency Management System (SEMS), and
Incident Command System(ICS)requirements;and
WHEREAS,each of the jurisdictions retains its authority in dealing with emergencies but
will operate in an efficient, cost-effective manner to provide the best services possible with all
available resources;and
WHEREAS,once the EOP Basic Plan is adopted,all EOC staff will be trained in its use
and will participate in the Training and Exercise Plan (TEP) Program to develop and maintain
the knowledge, skills, and capabilities to effectively plan, prepare, respond, and recover from
major disasters and emergencies.
NOW THEREFORE BE IT RESOLVED,that the Burlingame City Council approves and adopts
the 2019 Burlingame and Hillsborough Emergency Operations Plan(EOP)Basic Plan.
Donna Colson,Mayor
I, Meaghan Hassel-Shearer, City Clerk of the City of Burlingame, certify that the foregoing
Resolution was introduced at a regular meeting of the City Council held on the 16`h day of
September, 2019, and was adopted thereafter by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
Meaghan Hassei-Shearer, City Clerk
Exhibit 1 —CCFD Staff Report
Burlingame City Council
September 16, 2019
EXECUTIVE SUMMARY
Overview of Plan Purpose and Structure
The City of Burlingame and Town of Hillsborough Emergency Operations Plan (EOP) provides for the
effective mobilization of all jurisdictional resources to meet any condition constituting a local emergency,
state of emergency, or state of war emergency. It provides for the organization, powers and duties,
services, and staff of each jurisdiction's emergency organization and describes how both jurisdictions will
prepare for, prevent, respond to, recover from and mitigate the effects of all types of hazards and threats.
In accordance with the California Emergency Services Act (ESA) and Comprehensive Preparedness Guide
101 Version 2: Developing and Maintaining Emergency Operations Plans, the Burlingame and Hillsborough
EOP describes methods for carrying out emergency operations, how resources are mobilized, provisions to
support emergency management programs/projects,the process for obtaining and rendering mutual aid,
and how the public will be informed.
The concepts presented in this EDP are fully compliant with California's Standardized Emergency
Management System (SEMS), the National Incident Management System (NIMS), and the Incident
Command System (ICS). The concepts presented in this EOP support operational area plans, regional plans,
the State of California Emergency Plan, and the National Response Framework. The Burlingame and
Hillsborough EOP is a management document intended to be read and understood by City officials,
departments and agencies prior to an emergency.
There are several supporting documents to the Burlingame and Hillsborough EOP:
Basic Plan: This part of the EOP describes fundamental systems, strategies, policies, assumptions,
responsibilities, and operational priorities that both jurisdictions will follow to guide and support
emergency management efforts.
Appendixes - Appendixes to the EOP include the EOC checklists, EOC Communications Directory, DES
Resource Manual and Hazard Identification and Risk Assessment (HIRA). Appendixes provide the
detailed instructions that an organization or an individual need to fulfill responsibilities and perform
tasks assigned in the EOC. They may be appended to the end of the basic plan or referenced as deemed
appropriate.
Emergency Support Functions (ESFs): Functional annexes are plans organized around the performance of a
broad task. Each annex focuses on one of the critical Emergency Support Function that the jurisdiction
will perform in response to an emergency. The functional annexes were developed separately from the
basic plan. Functional annexes are discipline-specific emergency goals, objectives, capabilities, and
responsibilities. ESFs include reafferences to both jurisdictional departments plan and procedures and
external cross sector supporting agencies.
Hazard Specific Incident Annexes: There are several supporting incident annexes that highlight unique
planning assumptions, policies, procedures, and emergency preparedness, response, and recovery
actions specific to a particular hazard or threat. These include but are not limited to: earthquake, severe
weather, wildland fire, tsunami, terrorism, energy disruption, plane crash and civil unrest.
Exhibit 1 —CCFD Staff Report
Burlingame City Council
September 16, 2019
Page 2
Purpose and Scope
The EOP establishes the framework for the effective and comprehensive integration and coordination of
the emergency response and initial recovery actions of all levels of government, volunteer organizations,
and the private sector within the City of Burlingame and Town of Hillsborough.
The purpose of this EOP is as follows:
Assign responsibilities to organizations and individuals for carrying out specific actions that exceed routine
responsibility at projected times and places during an emergency.
Establish lines of authority and organizational relationships and show how all actions will be coordinated in
accordance with the City of Burlingame and Town of Hillsborough's Emergency Ordinances, SEMS, and
NIMS.
Outline critical support services and provide a management structure for coordinating and deploying
essential resources.
Describe the hazards and threats that may affect the City of Burlingame and Town of Hillsborough.
Describe authorities, policies, and procedures that govern the City of Burlingame and Town of Hillsborough,
its employees, and its residents during a disaster.
This EOP applies to all City of Burlingame and Town of Hillsborough's agencies and departments and is
intended to be used for all applicable hazards.
EOP and EOC Activation
The philosophy of CCFD, City of Burlingame and the Town of Hillsborough is that the EOP is always
activated to reflect a constant state of readiness. The response and recovery portions of this plan will be
implemented when an incident or event is considered imminent or probable and the implementation of
this plan and the activation of the Burlingame and Hillsborough EOC is considered a prudent, proactive
measure. The EOP will be implemented at the appropriate response levels during the following conditions:
An incident occurs or is imminent
As directed by either City Manager or their authorized designee
A Local Emergency is proclaimed
A Local Public Health Emergency is proclaimed
The EOC will be activated and staffed at a level to meet emergency response needs
Level Three — Decentralized Coordination and Direction (Standby, Monitoring, and Alert): Minor to
moderate emergency where local resources are adequate and available. A local emergency may or may
Exhibit 1 –CCFD Staff Report
Burlingame City Council
September 16, 2019
Page 3
not be declared. The City of Burlingame and the Town of Hillsborough Joint EOC may or may not be
activated. Off-duty personnel may be recalled.
Level Two — Centralized Coordination and Decentralized Direction (Partial or Full Activation):
Moderate to severe emergency where local resources are not adequate and mutual aid or operational
area resource coordination may be required on a regional or even statewide basis. Management-level
personnel from agencies involved should co-locate in a central location to provide jurisdictional or
multijurisdictional coordination. Activation of the Joint EOC will be necessary when anticipating
operational area activation or resource coordination. Off-duty personnel may be recalled. A local
emergency will likely be proclaimed, and a state of emergency may be proclaimed.
Level One — Centralized Coordination and Direction (Full Activation): Major local or regional disaster
where resources in or near the affected area are overwhelmed and extensive state and/or federal
resources are required. A local emergency will be proclaimed and a state of emergency proclamation
and a presidential declaration of an emergency or major disaster will be requested. All response and
early recovery activities will be conducted from the Joint EOC. All key off-duty personnel will be
recalled.
Operational Priorities
The City of Burlingame and the Town of Hillsborough have established the following general priorities for
establishing response goals, prioritizing actions, and developing operational strategies.
Saving Lives: The preservation of life is the top priority for the City of Burlingame and the Town of
Hillsborough and takes precedence over all other considerations.
Addressing Human Needs: Beyond the simple preservation of human life, all possible efforts should be
made to provide for basic human needs, including food, water, shelter, and security.
Caring for People with Disabilities and Others with Access or Functional Needs: People with disabilities
and others with access and functional needs may require assistance to provide for time-sensitive needs
or support services to maintain health and safety and maximize independence. The needs of this
population should be considered and addressed as a high priority.
Protecting Property: All feasible efforts must be made to protect public and private property and
resources (including critical infrastructure) from damage during and after an emergency.
Protect the Environment: All possible efforts must be made to preserve the City of Burlingame and the
Town of Hillsborough's environment and protect it from damage during and after an emergency.
Restore Basic Services: Power, water, sanitation, transportation, and other essential services must be
restored as rapidly as possible to enable residents and businesses to resume their normal activities.
Continuity of Government: To ensure continuity of government and continuity of operations, the City
of Burlingame and Town of Hillsborough must plan for the preservation, maintenance, or reconstitution
of government.
Exhibit 1 —CCFD Staff Report
Burlingame City Council
September 16, 2019
Page 4
Support Community and Economic Recovery: City of Burlingame and the Town of Hillsborough
representatives must work with the community to ensure that recovery operations are conducted
efficiently, effectively, and equitably, promoting expeditious recovery of the affected areas.
Disaster Service Worker (DSW) Public Employees
Under the California Government Code, Section 3100-3109:
• All public employees are obligated to serve as Disaster Service Workers (DSW's).
■ Public employees (civil service) are all persons employed by any county, city, state agency or public
district in the State of California.
• DSWs provide services and aid during a proclaimed and/or declared emergency, disaster or
catastrophic event.
Disaster Service Worker (DSW) Volunteers
Affiliated Volunteers
Affiliated volunteers are groups of volunteers that are trained and sworn as DSWs prior to an incident.
During non-disaster times these groups provide an invaluable service to our community. These groups
assist with public education, outreach, trainings, exercises and communications. Their time, expertise and
support increase our preparedness efforts and make Burlingame a more resilient community.
These groups include:
Amateur Radio Operators—In times of crisis and natural disasters, amateur radio is often used as a means of
emergency communication when wireline, cell phones and other conventional means of communications
fail.
Amateur Radio Emergency Service (ARES)
ARES is a corps of trained amateur radio operator volunteers organized to assist in public service
and emergency communications. It is organized and sponsored by the American Radio Relay League
Radio Amateur Civil Emergency Service (RACES)
RACES is a standby radio public service provided by a reserve (volunteer) communications group for
the Federal Communications Commission (FCC) to provide emergency communications for local
governments in times of disaster.
Burlingame Neighborhood Network— BNN
The Burlingame Neighborhood Network encourages neighbors to connect with one another to build a
sense of community, become informed about disaster preparedness and support one another during
Exhibit 1 —CCFD Staff Report
Burlingame City Council
September 16, 2019
Page 5
emergencies. Their sense of community fosters a "Neighborhood Watch" awareness that helps prevent
crime.
Community Emergency Response Team— CERT
The CERT program educates volunteers about disaster preparedness for the hazards that may impact their
area and trains them in basic disaster response skills, such as fire safety, light search and rescue, team
organization, and disaster medical operations. CERT offers a consistent, nationwide approach to volunteer
training and organization that professional responders can rely on during disaster situations, which allows
them to focus on more complex tasks. Through CERT,the capabilities to prepare for, respond to and
recover from disasters is built and enhanced.
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City of Burlingame
501 Primrose Road
Burlingame, CA 94010
650-558-7200
www.burlingame.org
Town of Hillsborough
1600 Floribunda Avenue
Hillsborough, CA 94010
650-375-7400
www.hillsborough.net
Emergency Services provided by
Central County Fire Department
1399 Rollins Road
Burlingame, CA 94010
650-558-7600
www.ccfd.org
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PREFACE
The City of Burlingame (Burlingame) and Town of Hillsborough (Hillsborough) are continuously working to
protect both jurisdictions from the range of natural and human-made hazards that threaten residents, visitors,
businesses, and the environment. Responding to emergencies resulting from these hazards poses challenges
that cannot be adequately addressed within the routine operations of government.
The Emergency Operations Plan (EOP) for Burlingame and Hillsborough outlines how these jurisdictions comply
with and implement the requirements of the California Emergency Services Act, the U.S. Department of
Homeland Security’s (DHS) National Response Framework (NRF) and State of California Emergency Plan (SEP) to
protect the lives, property and environment of the communities of Burlingame and Hillsborough. Burlingame
and Hillsborough participate in a joint powers authority. The Central County Fire Department (CCFD), provides
fire, emergency services and emergency management to each jurisdiction. These jurisdictions also share a Joint
Emergency Operation Center which has been approved and recognized by the Governor’s Office of Emergency
Services (Cal OES).
This EOP has been developed to provide emergency response actions for an “all hazards” approach to
emergencies and disasters within Burlingame and Hillsborough and surrounding communities. The EOP is a
functions-based plan that outlines the tasks that support emergency response in the field and provides a
framework for coordinating the response across city/town, county, state, and federal agencies.
This basic plan provides an overview of Burlingame and Hillsborough’s approach to emergency operations; 18
Emergency Support Function annexes that describe critical operational functions typical to most emergency
incidents, who is responsible for implementing these functions; and hazard-specific annexes that contain unique
response details.
The EOP is intended to be an evolving, dynamic document. The policies and procedures outlined herein are a
result of lessons learned at the local, state, and national levels. The ultimate goal is to protect the public, respond
efficiently and effectively to significant emergency incidents and events that may threaten life, property, public
safety, the economy, and the environment in Burlingame and Hillsborough.
This edition of the EOP builds upon the design and concepts of the previous EOP, which incorporated the
concepts and processes of the National Incident Management System (NIMS), the Standardized Emergency
Management System (SEMS), the National Response Framework (NRF), and the National Disaster Recovery
Framework (NDRF).
The EOP includes: planning assumptions, policies, and concepts of operations that guide the
responsibilities for mitigation, planning, preparedness, response and recovery for Burlingame and
Hillsborough.
Supporting documents:
▪ Countywide Hazard Mitigation Plan (2016) - http://planning.smcgov.org/local-hazard-mitigation-plan
▪ San Mateo County EOP Communication Plan Annex (January 2018) [For official use only]
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PROMULGATION
This Emergency Operations Plan is sanctioned under the authority of the Burlingame Municipal Code Chapter
3.36 Emergency Services and the Hillsborough Municipal Code Chapter 2.24 Emergency Organization and
promulgated under the authority of the respective City Managers as Director of Emergency Services. State
Authority is to be found, in part, in the California Emergency Services Act and various other codes and
regulations. Federal Authority is found in The Robert T. Stafford Act, Homeland Security Presidential Directive
5 and 8. The system used nationally is National Incident Management System (NIMS).
This EOP is designed to comply with all applicable City of Burlingame, Town of Hillsborough, county, state, and
federal regulations and provides the policies and procedures to be followed in response to human-caused and
natural emergencies and disasters. This plan is approved by the Burlingame City Manager and the Town of
Hillsborough City Manager and ratified by the respective city councils. Copies of the plan will be distributed to
each jurisdiction, the Emergency Operations Center (EOC), EOC Section Coordinators, and Central County Fire
Department.
City of Burlingame
_______________________________________________________ ________________________
Lisa K. Goldman, City Manager Date
Town of Hillsborough
_______________________________________________________ ________________________
Ann E. Ritzma, City Manager Date
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APPROVAL AND DISTRIBUTION
This EOP supersedes the previous National Incident Management System (NIMS)/Standardized Emergency
Management System (SEMS) plan promulgated by the City of Burlingame (Burlingame) and Town of
Hillsborough (Hillsborough). It provides a framework for the departments and agencies of Burlingame and
Hillsborough to plan and perform their respective Emergency Support Functions (ESFs) during an emergency or
disaster. This EOP recognizes the need for ongoing emergency operations planning by all departments and
agencies within Burlingame and Hillsborough.
In accordance with Homeland Security Presidential Directive (HSPD)-5 Management of Domestic Incidents, all
departments, agencies, and organizations with responsibilities delineated in this EOP will use NIMS. The
California Emergency Services Act (ESA) requires the use of SEMS. This system unifies all elements of
California’s emergency management community into a single integrated system and standardizes key
elements. Both SEMS and NIMS allow for efficient coordination between local, state, and federal
organizations.
As part of SEMS and NIMS, the Incident Command System (ICS) will enable effective and efficient incident
management by integrating a combination of facilities, equipment, personnel, procedures, and
communications operating with a common organizational structure. All on-scene incident management will be
conducted using ICS.
In accordance with the SEMS, all local governments must use SEMS in order to participate in disaster response.
The Preparedness and Prevention Division of the Central County Fire Department (CCFD) will remain compliant
by using SEMS as an organizational framework that incorporates ICS, multi-agency or interagency coordination,
the state’s master mutual aid agreement and mutual aid program, and the Operational Area concept. By using
SEMS, CCFD ensures that all response agencies are functioning in an integrated fashion across jurisdictions at
multiple levels of government.
This EOP complies with existing federal, state, and local statutes. It has been approved by Burlingame and
Hillsborough City Managers and the City Councils and will be revised and updated as required. All recipients
are requested to advise the Community Risk and Resiliency Specialist in the Central County Fire Department of
any changes that might improve or increase the usefulness of this EOP.
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DOCUMENT MANAGEMENT
The Central County Fire Department (CCFD) Preparedness and Prevention Division is responsible for the review,
revision, management and distribution of the EOP.
The EOP is subject to periodic formal approval by the respective City Councils, whereas the Emergency Support
Functions (ESFs) and incident-specific Annexes are revised as needed and are not subject to formal review and
City Councils approval. The ESF Annexes are considered an extension of the EOP.
The EOP Basic Plan will be reviewed on a biennial basis by CCFD Preparedness and Prevention Division. The EOP
may be modified at any time as a result of a post-incident or post-exercise evaluation, or changes in
responsibilities, laws or regulations.
ESFs and incident-specific Annexes will be reviewed biennially or as conditions, responsibilities, guidelines and
the like warrant or require. Additional annexes may be added following review by CCFD Preparedness and
Prevention Division.
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Date
Date
Date
Date
Date
Date
Date
Date
Meaghan Hassel-Shearer, City Clerk
Carol Augustine, Finance Director
Mike Mateucci, Chief of Police
Syed Murtuza, Director Public Works
CITY OF BURLIGAME ACCEPTED BY:
Donna Colson, Mayor
Kathleen A. Kane, City Attorney
Emily Beach, Vice-Mayor
Lisa K. Golman, City Manager
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Date
Date
Date
Date
Date
Margaret Glomstad, Director Parks and Recreation
CITY OF BURLIGAME ACCEPTED BY:
Brad McCulley, City Librarian
Sonya Morrison, Human Resources Director
Kevin Gardiner, Community Development Director
Sid Jackson, Information Technology Analyst
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TOWN OF HILLSBOROUGH ACCEPTED BY:
Shawn M. Christianson, Mayor Date
Alvin L. Royse, Vice-Mayor Date
Ann E. Ritzma, City Manager Date
Date
Christopher Diaz, City Attorney Date
Miyuki Yokoyama, City Clerk Date
Doug Davis, Chief of Police Date
John Mullins, Assistant City Manager
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TOWN OF HILLSBOROUGH ACCEPTED BY:
Paul Willis, Director Public Works Date
Jan Cooke, Finance Director Date
Date
Date
Kristin Armbruster, Human Resources Manager
Elizabeth Cullinan, Director of Building & Planning
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RECORD OF CHANGES
The Burlingame/Hillsborough Emergency Operation Plan (EOP) will be strengthened and enhanced over time
as it is activated for actual emergency incidents or tested during exercise and training activities. In concert with
the plan maintenance section and planning efforts with surrounding jurisdictions, the City of Burlingame, Town
of Hillsborough and Central County Fire Department will review this EOP as necessary or following an incident.
Revisions to this EOP will be implemented as needed as the result of post review recommendations or a post
incident corrective action plan.
Each revision to this plan will be numbered and documented. As new versions are created, they will be
distributed to participants and will supersede all previous versions. The table below will be used to record
revisions made to the EOP after the final draft is published.
Record of Changes
Change Number Date of Change Summary and Section Changed Recorded By
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RECORD OF DISTRIBUTION
Record of Distribution
Name/Group Agency/Department Title of Recipient Number and Type
(Electronic or Hard Copy) Date of Receipt
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Table of Contents
PREFACE ........................................................................................................................................................................... 4
PROMULGATION .............................................................................................................................................................. 6
DOCUMENT MANAGEMENT ............................................................................................................................................. 8
RECORD OF CHANGES ......................................................................................................................................................14
RECORD OF DISTRIBUTION ..............................................................................................................................................16
EXECUTIVE SUMMARY.....................................................................................................................................................24
OVERVIEW OF PLAN PURPOSE AND STRUCTURE ..........................................................................................................................24
PURPOSE AND SCOPE ............................................................................................................................................................25
HAZARDS AND VULNERABILITIES ..............................................................................................................................................25
CONCEPT OF OPERATIONS ......................................................................................................................................................26
Multi-Agency Coordination System (MACS) .................................................................................................................................... 26
EOC Organizational Structure ................................................................................................................................................................. 26
EOP and EOC Activation ........................................................................................................................................................................ 29
Operational Priorities ............................................................................................................................................................................... 29
Emergency Support Function Annexes ................................................................................................................................................... 32
COORDINATION, COMMUNICATION AND RESOURCE FLOW ............................................................................................................36
SECTION 1 INTRODUCTION .................................................................................................................................................... 38
1.1 INTRODUCTION ..............................................................................................................................................................38
1.2 PURPOSE ......................................................................................................................................................................38
1.3 SCOPE ..........................................................................................................................................................................38
1.3.1 EMERGENCY SUPPORT FUNCTION ANNEXES (ESFS) .............................................................................................................39
1.3.2 INCIDENT ANNEXES ......................................................................................................................................................39
1.4 JURISDICTIONS AND ASSUMPTIONS .....................................................................................................................................40
1.4.1 JURISDICTIONS ............................................................................................................................................................40
SECTION 2 HAZARD ANALYSIS ............................................................................................................................................... 44
2.1 M ETHODS U SED TO D EVELOP H AZARD A NALYSIS .......................................................................................................44
2.2 SAN MATEO COUNTY LOCAL HAZARD MITIGATION PLAN (LHMP) HTTP://PLANNING.SMCGOV.ORG/LOCAL-HAZARD-MITIGATION-PLAN .44
SECTION 3 CONCEPT OF OPERATIONS .................................................................................................................................. 46
3.1 NATIONAL INCIDENT MANAGEMENT SYSTEM AND STANDARDIZED EMERGENCY MANAGEMENT SYSTEM ............................................46
3.2 NORMAL OPERATIONS ....................................................................................................................................................50
3.3 PROCLAIMING A LOCAL EMERGENCY ...................................................................................................................................50
3.3.1 Emergency Proclamation Process ................................................................................................................................................. 50
3.4 EMERGENCY OPERATIONS CENTER ACTIVATION.....................................................................................................................56
3.4.1 Emergency Operations Center Locations ...................................................................................................................................... 58
3.4.2 INDIVIDUALS AUTHORIZED TO ACTIVATE THE EOC ..........................................................................................................59
3.4.3 HOW TO ACTIVATE AND DEACTIVATE THE EOC ..............................................................................................................59
3.5 EMERGENCY OPERATIONS PLAN IMPLEMENTATION/ACTIVATION ..............................................................................................60
3.6 EMERGENCY OPERATIONS CENTER STRUCTURE .....................................................................................................................60
3.6.1 Emergency Operations Center Coordination ................................................................................................................................. 61
3.7 OPERATIONAL PRIORITIES.................................................................................................................................................63
3.8 SEQUENCE OF EVENTS .....................................................................................................................................................63
3.8.1 Prior to Incident .............................................................................................................................................................................. 63
3.8.2 Immediately Following or During the Incident ................................................................................................................................ 64
3.8.3 Sustained Operations ..................................................................................................................................................................... 65
3.8.4 Transition to Recovery ................................................................................................................................................................... 66
3.9 RESOURCE MANAGEMENT ................................................................................................................................................68
3.10 RESOLUTION OF LEGAL QUESTIONS/ISSUES ........................................................................................................................68
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3.10.1 Legislative Liaison Role................................................................................................................................................................ 68
3.11 COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT: ADDRESSING THE NEEDS OF INDIVIDUALS WITH DISABILITIES AND OTHERS WITH
ACCESS AND FUNCTIONAL NEEDS ............................................................................................................................................69
3.12 ADDRESSING THE NEEDS OF CHILDREN ..............................................................................................................................70
3.13 ADDRESSING THE NEEDS OF HOUSEHOLD PETS, DOMESTIC ANIMALS, EMOTIONAL SUPPORT ANIMALS, AND THERAPY ANIMALS ...........71
3.14 OTHER RESPONSE PLANS AND GUIDELINES .........................................................................................................................71
3.15 LINES OF SUCCESSION: OFFICIALS RESPONSIBLE FOR EMERGENCY RESPONSE COORDINATION IN THE EOC ........................................71
3.15.1 Line of Succession: Duration and Authority ................................................................................................................................. 73
3.16 ALTERNATE SEAT OF GOVERNMENT ..................................................................................................................................75
3.17 PRESERVATION OF VITAL RECORDS ...................................................................................................................................75
SECTION 4 ORGANIZATION AND ASSIGNMENT OF RESPONSIBILITIES ................................................................................ 78
4.1 EMERGENCY SUPPORT FUNCTIONS ANNEXES ........................................................................................................................78
4.2 MANAGEMENT (INCLUDES ESF #5 – MANAGEMENT) .............................................................................................................80
4.2.1 Office of the Mayor ......................................................................................................................................................................... 81
4.2.2 City Manager .................................................................................................................................................................................. 82
4.2.3 City Attorney ................................................................................................................................................................................... 82
4.2.4 Emergency Manager ...................................................................................................................................................................... 82
4.2.5 Public Information Officer (Includes ESF #15 Public Information) ................................................................................................. 82
4.2.6 Liaison Officer ................................................................................................................................................................................ 83
4.2.7 Legislative Liaison .......................................................................................................................................................................... 83
4.2.8 Safety/Security Officer.................................................................................................................................................................... 84
4.3 Operations Section ............................................................................................................................................................................ 85
4.3.1 Operations Section ChiESF ........................................................................................................................................................... 85
4.3.2 Law Enforcement Branch (includes ESF #13 – Law Enforcement and ESF #16 – Evacuation) .................................................... 86
4.3.3 Fire and Rescue Branch (Includes ESF #4 – FirESFighting, ESF #9 – Search and Rescue and ESF #10 – Hazardous Materials)
................................................................................................................................................................................................................ 88
4.3.4 Human Services Branch (Includes ESF #6 – Mass Care and Shelter, ESF# 8 – Public Health and Medical, and ESF # 11 – Food,
Agriculture, and Animal Services) ........................................................................................................................................................... 90
4.3.5 Transportation Branch (Includes ESF #1 – Transportation) ........................................................................................................... 93
4.3.6 Public Works Branch (Includes ESF #3 – Public Works and Engineering) .................................................................................... 94
4.3.7 Infrastructure Branch (Includes ESF #12 – Utilities) ...................................................................................................................... 94
4.4 Planning and Intelligence Section (Includes ESF #14 – Recovery) .................................................................................................. 95
4.5 LOGISTICS SECTION ....................................................................................................................................................... 100
4.5.1 Logistics Section ChiESF ............................................................................................................................................................. 101
4.5.2 Personnel Unit .............................................................................................................................................................................. 101
4.5.3 Facilities Unit ................................................................................................................................................................................ 102
4.5.4 Resource Management Unit (Includes ESF #7 – Resources) ..................................................................................................... 102
4.5.5 Volunteer and Donations Management Unit (Includes ESF # 17 – Volunteer and Donations) .................................................... 103
4.5.6 Information Technology/Communications Unit (Includes ESF #2 – Communications) ................................................................ 105
4.6 FINANCE AND ADMINISTRATION SECTION ............................................................................................................................ 106
4.6.1 Finance and Administration Section ChiESF ............................................................................................................................... 106
4.6.2 Purchasing Unit ............................................................................................................................................................................ 107
4.6.3 Cost Recovery Unit ...................................................................................................................................................................... 107
4.6.4 Compensation and Claims Unit .................................................................................................................................................... 108
4.6.5 Cost Analysis Unit ........................................................................................................................................................................ 108
4.7 CITY DEPARTMENT AND AGENCY REQUIREMENTS FOR EMERGENCY PREPAREDNESS .................................................................... 109
4.8 OPERATIONAL AREA, STATE, AND FEDERAL ASSISTANCE ........................................................................................................ 109
4.9 PREVENTION ROLES AND RESPONSIBILITIES ........................................................................................................................ 110
4.10 PROTECTION AND RESTORATION OF CRITICAL INFRASTRUCTURE AND KEY RESOURCE ................................................................. 110
4.11 MANAGING AND INCORPORATING UNAFFILIATED VOLUNTEERS IN EMERGENCY OPERATIONS ......................................................... 110
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4.12 Public Safety Enforcement ............................................................................................................................................................ 110
4.13 Credentialing ................................................................................................................................................................................. 110
4.14 Resources Management ............................................................................................................................................................... 110
4.15 Mutual Aid ..................................................................................................................................................................................... 110
4.15.1 Law Enforcement Mutual Aid ..................................................................................................................................................... 111
4.15.2 Fire Service and Rescue Mutual Aid System ............................................................................................................................. 112
4.15.3 Medical Health Mutual Aid System............................................................................................................................................. 112
4.15.4 Emergency Management Mutual Aid System ............................................................................................................................ 112
4.15.5 Mutual Aid Coordination ............................................................................................................................................................. 112
SECTION 5 DIRECTION, CONTROL, AND COORDINATION ................................................................................................... 114
5.1 Framework for Direction and Control .............................................................................................................................................. 114
5.2 Coordination and Communication Flow .......................................................................................................................................... 114
5.3 Multi-jurisdictional Coordination Systems and Processes ............................................................................................................... 115
5.4 Relationship among Local Plans ..................................................................................................................................................... 116
5.5 Relationship between Federal Plans and State Emergency Operations Plans ............................................................................... 117
SECTION 6 INFORMATION COLLECTION AND DISSEMINATION ......................................................................................... 119
6.1 Information Dissemination Methods ................................................................................................................................................ 120
6.2 Critical Information Needs and Collection Priorities ........................................................................................................................ 121
6.3 EOC Action Plans – Situation Status and Analysis ......................................................................................................................... 124
6.4 After Action Reports ........................................................................................................................................................................ 125
6.5 Advanced Planning and Technical Services Needed for Information Collection and Dissemination .............................................. 126
SECTION 7 COMMUNICATIONS ........................................................................................................................................... 128
7.1 Emergency Operations Center Communications ............................................................................................................................ 128
7.1.1 Conference Calls .......................................................................................................................................................................... 129
7.2 Interoperability Communication Plans ............................................................................................................................................. 129
7.2.1 Rules of Use ................................................................................................................................................................................. 129
7.3 Public Information............................................................................................................................................................................ 130
SECTION 8 PLAN MAINTENANCE AND DISTRIBUTION ........................................................................................................ 132
8.1 Plan Development ........................................................................................................................................................................... 132
8.1.1 Emergency Operations Plan Revision Process............................................................................................................................ 132
8.1.2 Department Emergency Plans and Procedures ........................................................................................................................... 135
SECTION 9 AUTHORITIES AND RESFERENCES ...................................................................................................................... 136
9.1 Local ................................................................................................................................................................................................ 136
9.2 San Mateo County........................................................................................................................................................................... 136
9.3 Regional .......................................................................................................................................................................................... 136
9.4 State of California ............................................................................................................................................................................ 137
9.5 Federal ............................................................................................................................................................................................ 137
SECTION 10 GLOSSARY ........................................................................................................................................................ 138
SECTION 11 LIST OF ABBREVIATIONS AND ACRONYMS ..................................................................................................... 141
APPENDIX A SAMPLE PROCLAMATION OF LOCAL EMERGENCY AND CITY COUNCIL RESOLUTION ..................................... 146
APPENDIX B CAL OES GUIDE TO PROCLAMATION OF LOCAL EMERGENCY .......................................................................... 147
APPENDIX C CONTINUITY OF GOVERNMENT ....................................................................................................................... 150
ANNEXES ....................................................................................................................................................................... 153
EOC ACTIVATION AND STAFF NOTIFICATION PROCEDURES ................................................................................................ 154
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EOC Set-Up Checklist ........................................................................................................................................................................... 156
EOC Set-Up Procedures ....................................................................................................................................................................... 157
EOC Access Procedures....................................................................................................................................................................... 163
EMERGENCY ACTION PLAN ANNEX ...................................................................................................................................... 185
Overview ............................................................................................................................................................................................... 186
EAP ....................................................................................................................................................................................................... 186
After Action Plan.................................................................................................................................................................................... 188
EARTHQUAKE ANNEX ........................................................................................................................................................... 190
Overview ............................................................................................................................................................................................... 191
Purpose ................................................................................................................................................................................................. 191
Initial Response / Situational Awareness .............................................................................................................................................. 191
Response .............................................................................................................................................................................................. 191
Preparation ............................................................................................................................................................................................ 192
Mitigation ............................................................................................................................................................................................... 192
Recovery ............................................................................................................................................................................................... 195
Documentation ...................................................................................................................................................................................... 197
Potential Resource Requests ................................................................................................................................................................ 198
SEVERE WEATHER ANNEX .................................................................................................................................................... 201
Purpose ................................................................................................................................................................................................. 202
Overview ............................................................................................................................................................................................... 202
Mitigation ............................................................................................................................................................................................... 202
Preparation ............................................................................................................................................................................................ 203
Response .............................................................................................................................................................................................. 203
Recovery ............................................................................................................................................................................................... 205
SLIDE ANNEX ........................................................................................................................................................................ 208
Mitigation ............................................................................................................................................................................................... 209
Preparation ............................................................................................................................................................................................ 209
Response .............................................................................................................................................................................................. 209
Recovery ............................................................................................................................................................................................... 211
CIVIL DISTURBANCE ANNEX ................................................................................................................................................. 213
Overview ............................................................................................................................................................................................... 214
Purpose ................................................................................................................................................................................................. 214
Mitigation ............................................................................................................................................................................................... 214
Preparation ............................................................................................................................................................................................ 214
Response .............................................................................................................................................................................................. 215
Recovery ............................................................................................................................................................................................... 216
.............................................................................................................................................................................................. 217
DROUGHT ANNEX ................................................................................................................................................................. 218
Overview ............................................................................................................................................................................................... 218
Purpose ................................................................................................................................................................................................. 218
Mitigation ............................................................................................................................................................................................... 218
Preparation ............................................................................................................................................................................................ 219
Response .............................................................................................................................................................................................. 219
Recovery ............................................................................................................................................................................................... 221
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CYBER SECURITY ANNEX ....................................................................................................................................................... 223
Overview ............................................................................................................................................................................................... 224
Purpose ................................................................................................................................................................................................. 224
Mitigation ............................................................................................................................................................................................... 224
Preparation ............................................................................................................................................................................................ 225
Response .............................................................................................................................................................................................. 225
Recovery ............................................................................................................................................................................................... 227
VIP VISITS ANNEX ................................................................................................................................................................. 229
Overview ............................................................................................................................................................................................... 230
Background ........................................................................................................................................................................................... 230
Purpose ................................................................................................................................................................................................. 230
Preparation ............................................................................................................................................................................................ 230
Response .............................................................................................................................................................................................. 231
Recovery ............................................................................................................................................................................................... 232
HAZARDOUS MATERIAL ANNEX ........................................................................................................................................... 234
Overview ............................................................................................................................................................................................... 235
Purpose ................................................................................................................................................................................................. 235
Mitigation ............................................................................................................................................................................................... 236
Preparation ............................................................................................................................................................................................ 236
Response .............................................................................................................................................................................................. 236
Recovery ............................................................................................................................................................................................... 238
FLOOD ANNEX ...................................................................................................................................................................... 240
Overview ............................................................................................................................................................................................... 241
Purpose ................................................................................................................................................................................................. 241
Response .............................................................................................................................................................................................. 241
Mitigation ............................................................................................................................................................................................... 242
Preparation ............................................................................................................................................................................................ 242
Recovery ............................................................................................................................................................................................... 244
EVACUATION ANNEX ............................................................................................................................................................ 246
Purpose ................................................................................................................................................................................................. 247
Situation ................................................................................................................................................................................................ 247
Assumptions .......................................................................................................................................................................................... 247
Concept of Operations .......................................................................................................................................................................... 248
Preparation ............................................................................................................................................................................................ 249
Response .............................................................................................................................................................................................. 250
Recovery ............................................................................................................................................................................................... 252
CARE AND SHELTER ANNEX .................................................................................................................................................. 254
Overview ............................................................................................................................................................................................... 255
Purpose ................................................................................................................................................................................................. 255
Preparation ............................................................................................................................................................................................ 255
Response .............................................................................................................................................................................................. 255
Recovery ............................................................................................................................................................................................... 257
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EXECUTIVE SUMMARY
Overview of Plan Purpose and Structure
The City of Burlingame and Town of Hillsborough EOP provides for the effective mobilization of all
jurisdictional resources to meet any condition constituting a local emergency, state of emergency, or state of
war emergency. It provides for the organization, powers and duties, services, and staff of each jurisdiction's
emergency organization and describes how both jurisdictions will prepare for, prevent, respond to, recover
from and mitigate the effects of all types of hazards and threats.
In accordance with the California Emergency Services Act (ESA) and Comprehensive Preparedness Guide 101
Version 2: Developing and Maintaining Emergency Operations Plans, the Burlingame and Hillsborough EOP
describes methods for carrying out emergency operations, how resources are mobilized, provisions to support
emergency management programs/projects, the process for obtaining and rendering mutual aid, and how the
public will be informed.
The concepts presented in this EOP are fully compliant with California’s Standardized Emergency Management
System (SEMS), the National Incident Management System (NIMS), and the Incident Command System (ICS).
The concepts presented in this EOP support operational area plans, regional plans, the State of California
Emergency Plan, and the National Response Framework. The Burlingame and Hillsborough EOP is a
management document intended to be read and understood by City officials, departments and agencies prior
to an emergency.
There are several supporting documents to the Burlingame and Hillsborough EOP:
◼ Basic Plan: This part of the EOP describes fundamental systems, strategies, policies, assumptions,
responsibilities, and operational priorities that both jurisdictions will follow to guide and support emergency
management efforts.
◼ Appendixes - Appendixes to the EOP include the EOC checklists, EOC Communications Directory, OES
Resource Manual and Hazard Identification and Risk Assessment (HIRA). Appendixes provide the detailed
instructions that an organization or an individual need to fulfill responsibilities and perform tasks assigned
in the EOC. They may be appended to the end of the basic plan or referenced as deemed appropriate.
◼ Emergency Support Functions (ESFs): Functional annexes are plans organized around the performance of a
broad task. Each annex focuses on one of the critical Emergency Support Functions that the jurisdictions will
perform in response to an emergency. The functional annexes were developed separately from the basic
plan. Functional annexes are discipline-specific emergency goals, objectives, capabilities, and
responsibilities. ESFs include reafferences to both jurisdictional departments plans and procedures and
external cross sector supporting agencies.
◼ Hazard Specific Incident Annexes: There are several supporting incident annexes that highlight unique
planning assumptions, policies, procedures, and emergency preparedness, response, and recovery actions
specific to a particular hazard or threat. These include but are not limited to earthquake, severe weather,
wildland fire, tsunami, terrorism, energy disruption, plane crash and civil unrest.
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Purpose and Scope
The EOP establishes the framework for the effective and comprehensive integration and coordination of the
emergency response and initial recovery actions of all levels of government, volunteer organizations, and the
private sector within the City of Burlingame and Town of Hillsborough.
The purpose of this EOP is as follows:
◼ Assign responsibilities to organizations and individuals for carrying out specific actions that exceed routine
responsibility at projected times and places during an emergency.
◼ Establish lines of authority and organizational relationships and show how all actions will be coordinated in
accordance with the City of Burlingame and Town of Hillsborough’s Emergency Ordinances, SEMS, and NIMS.
◼ Outline critical support services and provide a management structure for coordinating and deploying
essential resources.
◼ Describe the hazards and threats that may affect the City of Burlingame and Town of Hillsborough.
◼ Describe authorities, policies, and procedures that govern the City of Burlingame and Town of Hillsborough,
its employees, and its residents during a disaster.
This EOP applies to all City of Burlingame and Town of Hillsborough’s agencies and departments and is
intended to be used for all applicable hazards.
Hazards and Vulnerabilities
Preventing damage and losses from disaster includes those efforts known as mitigation activities. Mitigation
efforts occur both before and following disastrous events. Post-disaster mitigation is part of the recovery
process. Preventing, eliminating, or reducing the impact of hazards that exist within Burlingame and
Hillsborough and that are a threat to life, property and the environment are part of the mitigation efforts.
The Countywide Local Hazard Mitigation Plan (2016) includes Annexes for Burlingame and Hillsborough which
identify mitigation action items. These documents identify which department is responsible as the lead
managing these actions. The Mitigation Plan is reviewed annually and updated every five years.
A number of mitigation activities may include the implementation, augmentation or promotion of the following:
▪ Local ordinances and statutes (zoning ordinance, building codes, ordinances and enforcement)
▪ San Mateo County Hazard Mitigation Plan (2016)
▪ State of California Emergency Plan
▪ State of California Catastrophic Earthquake Plan
▪ Disaster, earthquake or flood insurance
▪ Public information, Mass Notification Alert and Warning Guidelines and SMCAlert (San Mateo County
Emergency Notification System)
▪ Risk mapping
▪ Seismic Strengthening or Retrofitting Structural measures
▪ Monitoring and inspection
▪ Land use planning
▪ General Plan
▪ Public Outreach, Education and Community Relations
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Concept of Operations
The City of Burlingame and the Town of Hillsborough and the State of California respond to emergencies and
disasters using SEMS, NIMS, and ICS. These management systems have been established to provide a
standardized and effective response to multiagency and multijurisdictional emergencies in California. By
standardizing key elements of the emergency management system, NIMS and SEMS facilitate the flow of
information within and between levels of the system and facilitate coordination among all responding
agencies.
NIMS, SEMS, and ICS consist of several levels which are activated, as necessary, starting with the field response
level and then graduating as more resources or assistance are necessary to support the local government level,
the Operational Area level,1 the regional level, and finally to the state level. This “bottom up” system supports
the responsibility of local government to protect their citizens while permitting “top down” sharing of
resources, alerts, warnings, and intelligence. Figure ES-1 shows the relationship between SEMS levels in an
organizational structure.
Multi-Agency Coordination System (MACS)
MACS are part of ICS and provide the basic architecture for facilitating the allocation of resources, incident
prioritization, coordination and integration of multiple agencies for large-scale incidents and emergencies. A
MAC group is made up of administrators or designees authorized to represent or commit agency resources and
funds. MAC groups do not have direct involvement in the incident(s) and may function virtually. The principle
functions and responsibilities associated with MACS include:
• Situation awareness / assessment
• Incident priority determination
• Critical resource acquisition and allocation
• Anticipating / identifying future resource requirements
• Coordinating policy issues
• Providing strategic coordination
• Joint Information Systems
EOC Organizational Structure
The City of Burlingame and Town of Hillsborough EOC follows SEMS, NIMS, and ICS when activating its EOC.
There are five sections within the City of Burlingame and Town of Hillsborough EOC: Management, Operations,
Planning and Intelligence, Logistics, and Finance and Administration. Table ES-2 describes the responsibilities
of each section both in the field and in the EOC. Figure ES-1 shows the organizational structure that both
jurisdictions will follow to manage and coordinate information and resources for emergencies.
1 The Operational Area is managed by San Mateo County.
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Table ES-1: SEMS Organizational Levels
City of Burlingame/Town
of Hillsborough
Field
Cal OES
Cal OES Coastal Region
San Mateo County
Operational Area
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Table ES-2: Field and EOC SEMS ICS Functions
SEMS/ICS
Section Field Response Level EOC
Command/
Management
Field commanders are responsible for
directing, ordering and controlling
resources, assets, and personnel.
In the EOC, the Policy Group provides
guidance and advice to EOC management
and EOC sections. The Policy Group
addresses policy issues associated with the
incident (for example, establishing a
curfew) as well as prepares and executes
mayoral directives, orders, resolutions,
and/or ordinances as necessary.
EOC management is responsible for
facilitation and execution of overall policy,
coordination and directing support to first
responders in the field.
Operations
Implement tactical field operations as
specified by the Incident Action Plan in
a coordinated manner.
Coordinate and/or support all emergency
response operations in accordance with the
EOC Action Plan.
Planning and
Intelligence
Collect, evaluate, and document
intelligence and situational
understanding of the emergency.
Collect, evaluate, and disseminate
information and maintain documentation
related to the jurisdiction’s emergency
response activities.
Logistics
Provide facilities, services, personnel,
equipment, and materials to support
the emergency.
Provide facilities, services, personnel,
equipment, and materials to support the
emergency.
Finance and
Administration
Provide financial and cost analysis and
administrative support not handled by
the other sections.
Coordinate and support administrative and
fiscal responsibilities for the overall
emergency.
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EOP and EOC Activation
The philosophy of City of Burlingame and the Town of Hillsborough is that the EOP is always activated to
reflect a constant state of readiness. The response and recovery portions of this plan will be implemented
when an incident or event is considered imminent or probable and the implementation of this plan and the
activation of the City of Burlingame and the Town of Hillsborough EOC is considered a prudent, proactive
measure. The EOP will be implemented at the appropriate response levels during the following conditions:
◼ An incident occurs or is imminent
◼ As directed by either City Manager or their authorized designee
◼ A Local Emergency is proclaimed
◼ A Local Public Health Emergency is proclaimed
The EOC will be activated and staffed at a level to meet emergency response needs
◼ Level Three — Decentralized Coordination and Direction (Standby, Monitoring, and Alert): Minor to
moderate emergency where local resources are adequate and available. A local emergency may or may not
be declared. The City of Burlingame and the Town of Hillsborough Joint EOC may or may not be activated.
Off-duty personnel may be recalled.
◼ Level Two — Centralized Coordination and Decentralized Direction (Partial or Full Activation): Moderate
to severe emergency where local resources are not adequate and mutual aid or operational area resource
coordination may be required on a regional or even statewide basis. Management-level personnel from
agencies involved should co-locate in a central location to provide jurisdictional or multijurisdictional
coordination. Activation of the Joint EOC will be necessary when anticipating operational area activation or
resource coordination. Off-duty personnel may be recalled. A local emergency will likely be proclaimed, and
a state of emergency may be proclaimed.
◼ Level One — Centralized Coordination and Direction (Full Activation): Major local or regional disaster
where resources in or near the affected area are overwhelmed and extensive state and/or federal resources
are required. A local emergency will be proclaimed and a state of emergency proclamation and a presidential
declaration of an emergency or major disaster will be requested. All response and early recovery activities
will be conducted from the Joint EOC. All key off-duty personnel will be recalled.
Operational Priorities
The City of Burlingame and the Town of Hillsborough have established the following general priorities for
establishing response goals, prioritizing actions, and developing operational strategies.
◼ Saving Lives: The preservation of life is the top priority for the City of Burlingame and the Town of
Hillsborough and takes precedence over all other considerations.
◼ Addressing Human Needs: Beyond the simple preservation of human life, all possible efforts should be made
to provide for basic human needs, including food, water, shelter, and security.
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◼ Caring for People with Disabilities and Others with Access or Functional Needs2: People with disabilities
and others with access and functional needs may require assistance to provide for time-sensitive needs or
support services to maintain health and safety and maximize independence. The needs of this population
should be considered and addressed as a high priority.
◼ Protecting Property: All feasible efforts must be made to protect public and private property and resources
(including critical infrastructure) from damage during and after an emergency.
◼ Protect the Environment: All possible efforts must be made to preserve the City of Burlingame and the Town
of Hillsborough’s environment and protect it from damage during and after an emergency.
◼ Restore Basic Services: Power, water, sanitation, transportation, and other essential services must be
restored as rapidly as possible to enable residents and businesses to resume their normal activities.
◼ Continuity of Government: To ensure continuity of government and continuity of operations, the City of
Burlingame and Town of Hillsborough must plan for the preservation, maintenance, or reconstitution of
government.
◼ Support Community and Economic Recovery: City of Burlingame and the Town of Hillsborough
representatives must work with the community to ensure that recovery operations are conducted
efficiently, effectively, and equitably, promoting expeditious recovery of the affected areas.
Sequence of Events
Figure ES-3 shows the general sequence of events prior to and following an emergency, including the
emergency proclamation process.3
2 The Americans with Disabilities Act (ADA) defines persons with functional needs as persons who have: (1) a physical or
mental impairment that substantially limits one or more of the major life activities of such individual; (2) a record of such
an impairment; or (3) being regarded as having such impairment; inclusive of individuals with temporary and permanent
limitations and those who may function independently without the presence of an emergency but who may need assistance during
an incident. The City of Oakland uses this Definition.
3 The following exhibit is adapted from the California State Emergency Plan, July 2009.
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Figure ES-3: Emergency Proclamation Process and Response Phase Sequence
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Emergency Support Function Annexes
This EOP organizes various departments and agencies into 18 Emergency Support Functions (ESFs) to facilitate
planning and coordination prior to an incident and to achieve an effective emergency response and recovery.
Details of each ESF will be included in ESF Annexes to this plan which will be published separately. Each ESF has
an assigned ESF Coordinating Agency, Primary Agencies and Supporting Agencies. The ESF Coordinator is
designated because they either have statutory responsibility or the prerequisite expertise and resources due to
their programmatic or regulatory responsibilities. The ESF Coordinator is responsible for all pre-incident planning
and coordination to ensure that all ESF agencies are prepared to provide resources and perform operational
roles. ESFs will be activated as needed to support actual or anticipated requirements and will provide
representatives to the Operational Area or City EOC as needed upon activation. Table ES-4 provides an overview
of each ESF and the primary agencies/departments responsible for coordinating and executing the ESF.
Table ES-4: Description of ESF Responsibilities and Primary Agency or Department
ESF Primary Agencies/
Departments Description
ESF #1:
Transportation
Burlingame/Hillsborough
Public Works Department
Traffic restrictions
Civilian transportation support
Transportation safety
Coordination with the transportation industry
(federal, state, and local, including private and
public)
ESF #2:
Communications
Burlingame/Hillsborough
Information Technology
Department
Restoration/repair of telecommunications
infrastructure
Coordination with the communications industry
(federal, state, and local, including private and
public)
ESF #3: Public
Works and
Engineering
Burlingame/Hillsborough
Public Works Department
Infrastructure protection and emergency repair
Infrastructure restoration
Engineering services, construction management, and
damage assessment
Coordination with the public works and engineering
industry (federal, state, and local, including
private and public)
ESF #4: Firefighting Central County Fire
Department
Firefighting activities
Coordination with the firefighting industry (federal,
state, and local, including private and public)
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ESF #5:
Management
Central County Fire
Department Emergency
Management Division
Burlingame/Hillsborough
City Manager’s Office
Coordination of event management activities
Coordination with the emergency management
industry (federal, state, and local, including
private and public)
ESF #6: Mass Care
and Shelter
Burlingame Parks and
Recreation Department
Mass care
Disaster sheltering and housing
ESF #7: Resources Burlingame/Hillsborough
City Manager’s Office
General resource support (facility space, office
equipment and supplies, contracting, and
services)
ESF #8: Public
Health and Medical
Central County Fire
Department
San Mateo County Human
Services Agency
San Mateo County Public
Health
Public health
Medical services
Mental health
Food safety and security
ESF #9: Search and
Rescue
Central County Fire
Department
Urban search and rescue activities, including but not
limited to heavy rescue, collapsed structure rescue,
confined space rescue, and high- and low-angle
rescue
ESF #10: Hazardous
Materials
Central County Fire
Department
Oil and hazardous materials (chemical, biological,
radiological, etc.) response
ESF #11: Food,
Animals and
Agriculture
San Mateo County Human
Services Agency
Peninsula Humane Society
Animal Services
Food assistance
Coordination with the agriculture industry
Domestic animal services
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ESF #12: Utilities Burlingame/Hillsborough
Public Works Department
Infrastructure assessment, repair, and restoration
Coordination with the energy industry (federal, state,
and local, including private and public)
Tagging/approval of electrical and gas industry
connection
ESF #13: Law
Enforcement
Burlingame/Hillsborough
Police Department
Public safety/security support for access, traffic
control, and crowd control issues
Coordination with the law enforcement industry
(federal, state, and local, including private and
public)
ESF #14: Recovery
Burlingame/Hillsborough
City Manager’s Office
Central County Fire
Department Emergency
Management Division
Information coordination and collection in support of
the local emergency proclamation process and
requests for assistance
Coordination and management of initial recovery
Efforts to ensure recovery needs are identified
and addressed for survivors, businesses,
nongovernmental agencies, and City departments
within the City of Burlingame and Town of
Hillsborough
Support the transition to a Long Term Recovery
Organization, if needed, to lead the City’s long
term recovery Efforts, as provided for in the
City’s Disaster Recovery Framework and
Recovery Support Functions
ESF #15: Public
Information
Burlingame City Manager’s
Office
City Clerk
Hillsborough Police
Department PIO
Central County Fire
Department Emergency
Preparedness and
Prevention Division
Conduct media relations
Gather and disseminate public information
Work with the Joint Information Center
ESF #16: Evacuation
Burlingame/ Hillsborough
Police Department
Central County Fire
Department
Authorization, direction, routing, and relocation of
people from their homes, schools, and places of
business
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ESF #17: Volunteer
and Donations
Management
Burlingame/ Hillsborough
Human Resources
Management Department
Central County Fire
Department Emergency
Management Division
Burlingame/ Hillsborough
Finance Department
Coordinating processes used to ensure the most
effficient and effective utilization of unaffiliated
volunteers and unsolicited donated goods during
disasters
Receiving, accounting and distributing donations
Register, train, assign and track volunteers
ESF #18: Cyber
Security
Burlingame/Hillsborough
Information Technology
Department
Restoration/repair of telecommunications
infrastructure
Coordination with the communications industry
(federal, state, and local, including private and
public)
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Coordination, Communication and Resource Flow
Figure ES-4 shows the coordination, communication, and resource flow of information and resources between
all levels of government.
Figure ES-4: Coordination, Communication, and Resource Flow
Plan Review and Maintenance
The Central County Fire Department Preparedness and Prevention Division will revise and update the
Burlingame/Hillsborough EOP on a regular basis or following an emergency or exercise. The EOP will be updated
based on deficiencies identified in simulated or actual use or due to organizational or technological changes.
Federal
(FEMA Regional Response Coordination
Center)
State
(State EOC)
Region
(REOC for the Coastal Region)
Operational Area EOC
(Managed by San Mateo County
Sheriff's Office of Emergency Services)
City of Burlingame and
Town of Hillsborough EOC1. ResourceRequestsDOC DOC DOC
IC/UC
IC/UC
IC/UC
IC/UC
IC/UC= Incident Command or Unified Command
at the incident site(s)
Federal Resources
State Agency Resources
Other Regions (Inland or
Southern)
Operational Areas in Other
Regions
State Agencies Within the
Region
Unaffected Operational
Areas withn the Region
Unaffected Local
Jurisdictions , State,
Federal, or Private
Organizations within the
Region
3. Resources Come Into the City
2. Resource Request Go Out to Other Organizations
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SECTION 1 INTRODUCTION
1.1 Introduction
The Emergency Operations Plan (EOP) for the City of Burlingame and Town of Hillsborough outlines authorities,
organizational structures, and procedures used to coordinate activities related to local and area disasters.
1.2 Purpose
The purpose of the EOP is to:
1. Identify roles and responsibilities for various departments as they pertain to preparedness, response,
recovery, and mitigation activities
2. Serve as a foundational document for additional plans, as well as a reference document for other
government and non-government organizations and other entities
3. Comply with state and federal laws and regulations
1.3 Scope
The EOP serves as a significant document for Burlingame and Hillsborough’s emergency management activities.
While resources may be called upon as needed, responsibilities are outlined in the EOP Basic Plan and associated
annexes. To ensure adequate preparedness, city departments should actively participate in preparedness and
planning activities including the development of departmental plans, policies and procedures as necessary to
fulfill assigned roles and obligations.
The EOP embraces the Federal Emergency Management Agency’s (FEMA) “whole community” approach to
emergency management and, in addition to Burlingame and Hillsborough’s resources, recognizes the role of
non-governmental organizations (NGOs), community-based organizations, faith-based organizations, private-
sector businesses, educational institutions, and other stakeholders. Additionally, the EOP is intended to reflect
the wide variety of support that may be required by residents, visitors, and businesses, including people with
disabilities and others with access or functional needs. Consideration for people with disabilities, access or
functional needs will be given in emergency planning.
Certain groups and organizations will need to interface with the City's Emergency Operations Center (EOC) and
among each other, including in circumstances where normal telecommunications may be impaired. By
understanding the elements of this plan, the City and such organizations can facilitate that process.
Members of the community should be aware of the potential risks and hazards we face and the responsibility to
prepare personally, at a family level, and in one's organization.
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1.3.1 Emergency Support Function Annexes (ESFs)
A listing and description of the ESF Annexes can be found in Section 4.1.
1.3.2 Incident Annexes
The following Incident Annexes address preparedness, response, and recovery concepts for incident-specific
conditions:
Earthquake
Wildland Fire
Severe Weather (Extreme Heat/Cold, Flooding, High Winds)
Energy Disruption
Hazardous Materials Emergency
Tsunami
Terrorism
Plane Crash
Civil Unrest
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1.4 Jurisdictions and Assumptions
1.4.1 Jurisdictions
CITY OF BURLINGAME
The following is a summary of key information about the jurisdiction and its history:
▪ Date of Incorporation – June 6, 1908
▪ Current Population – 30, 294 (CA Department of Finance 2018 estimate)
▪ Population Growth— Based on the data tracked by the state DOF, Burlingame has experienced a relatively
flat rate of growth. The overall population has increased only 0.6% since 2014 and experienced a 2.3%
growth rate from 2000-2010. The current projections anticipate that the City will reach a population of
36,600 by 2040.
▪ Location and Description— The City of Burlingame is on the San Francisco Peninsula, located 16 miles south
of San Francisco. The City covers approximately 5.8 square miles. Three-quarters of the land is developable,
and the remaining area consists of the San Francisco Bay and the Mills Canyon Preserve. The City is mature
and a largely built-out community with well-established residential neighborhoods. The City borders the
City of Millbrae to the north, the Town of Hillsborough to the west, the City of San Mateo to the south, and
San Francisco Bay to the east.
▪ Brief History— Burlingame is on the Mexican land grant Rancho San Mateo. The City was named after Anson
Burlingame, a US Minister to China that was a friend of William C. Ralston, the owner of the land. After the
1906 San Francisco Earthquake, many people looking to escape the hardships of a city in ruins flocked south.
Hundreds of lots in Burlingame were sold in 1906 and 1907. The town of Burlingame was incorporated June
6, 1908. Burlingame is known as the “City of Trees” due to the 18,000 public trees that were planted
throughout the city. Historic buildings include the Burlingame Avenue Train Station and Kohl Mansion.
▪ Climate— The City of Burlingame is sheltered by hills from strong winds and heavy fog. The city
temperatures range from a low of 54 degrees to a high of 82 degrees in July and a low of 39 degrees an d a
high of 57 degrees in January. The average annual precipitation is 20 inches.
▪ Governing Body Format— The City of Burlingame is governed by a five-member city council. The City
consists of nine departments: Administration, City Clerk, City Council, Community Development,
Finance/Utility Billing, Human Resources, Library, Parks and Recreation, Police, and Public Works. The City
has five committees and commissions, which report to the City Council.
▪ Development Trends— The City of Burlingame has experienced a strong regional economy, with a tight
housing market, and limited available development sites. Demand for housing has generated greater
interest in multi-family and office spaces near transit-oriented areas.
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TOWN OF HILLSBOROUGH
The following is a summary of key information about the jurisdiction and its history:
▪ Date of Incorporation – May 5, 1910
▪ Current Population – 11,543 (CA DOF Department of Finance 2018 estimate)
▪ Population Growth— Since the 1980 census (10,451) there has been minimal growth in population. 2010
census list the population at 10,825 (US census)
▪ Location and Description— The Town of Hillsborough is a residential community located in San Mateo
County, California. It is west of U.S. Highway 101 and El Camino Real and east of Interstate 280. The Town
is bordered on the north and east by the City of Burlingame, to the east and south by the City of San Mateo,
and to the west by the San Francisco Peninsula watershed. The Town maintains about 250 acres of open
space.
▪ Brief History— William Davis Merry Howard, son of a wealthy Hillsboro, New Hampshire shipping magnate,
sailed on one of his father’s ships from Boston around Cape Horn to the West Coast. Upon returning home,
he convinced his father of the fortunes to be made in the West and returned to California some 15 years
later. In 1846, he purchased “Rancho San Mateo” from the Mexican governor, Pio Pico. The Rancho was a
tract of land that became the city of San Mateo. Here his family built a fine home which they called “El
Cerrito” and made San Mateo a successful working ranch. Hillsborough became incorporated in 1910.
Historic structures include The Carolands, Hofmann, Arthur & Mona House, and the Newhall Estate. The
Police Station has ties to early railroad days.
▪ Climate— Hillsborough has a Mediterranean climate with the vast majority of the precipitation from the
months of November to April. On average, Hillsborough receives 17 inches of rain. With coastal mountains
to the west of Hillsborough, it is blocked in the winter from much of the rainfall and in the summer, it is
blocked from virtually all the fog of the coast. Hillsborough receives an average of 307 days of sunshine
annually, with 52 days of recordable precipitation per year.
▪ Governing Body Format— The Town is a general law city operating with a Council / Manager form of
government. Policy-making and legislative authority are vested in and governed by a five-member city
council. The City Manager is responsible for carrying out the policies and ordinances of the City Council.
▪ Development Trends -- There are no plans for development since the Town has no commercial zoning and
no businesses within the town limits. The only non-residential properties are area schools, town and county
government facilities, a golf course, a country club, and a small park. With the Town having only non-
business structures, any future development would be the renovations to existing structures.
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1.4.2 Assumptions
Emergency management coordination for the Central County Fire Department, City of Burlingame and Town of
Hillsborough is based on a bottom-up approach to response and recovery resource allocation. Local response
efforts precede county response efforts, then state response efforts, and finally federal government assistance
with each level exhausting its own resources prior to elevation to the next level of government.
Homeland security statutes or regulations may govern certain response activities that fall under federal
jurisdiction. The recovery of losses or reimbursements of costs from federal resources will require preparation
and compliance with certain processes in accordance with the Stafford Act and California Disaster Assistance
Act. The following assumptions were considered during the development of this plan:
▪ The City of Burlingame and The Town of Hillsborough are primarily responsible for emergency action
within their respective municipality and will commit all available resources to save lives, minimize
injuries to persons, and minimize damage to property and the environment.
▪ Burlingame and Hillsborough are susceptible to a number of hazards and risks that may result in critical
incidents which may include natural, technological, or human caused.
▪ City and Town departments will participate; however, personnel may be unavailable or unable to report
to work.
▪ CCFD provides fire, rescue, and emergency services to the Cities of Burlingame and Millbrae and Town
of Hillsborough; CCFD provides emergency preparedness services to Burlingame and Hillsborough.
▪ Burlingame and Hillsborough are primarily responsible for emergency actions and will commit all
available resources to save lives, minimize injury to persons, and minimize damage to property and the
environment.
▪ Burlingame and Hillsborough operate a joint EOC which is staffed by members from both Burlingame
and Hillsborough.
▪ Burlingame and Hillsborough will utilize SEMS, ICS, and NIMS in emergency response and management
of operations.
▪ Burlingame and Hillsborough will commit their resources to a reasonable degree before requesting
mutual aid assistance.
▪ Mutual aid assistance will be requested when resource requirements exceed Burlingame &
Hillsborough’s ability to meet them.
▪ Non-essential City operations may be reduced or cancelled in order to prioritize resources.
▪ Burlingame and Hillsborough are signatories to and participants in the San Mateo County Operational
Area Emergency Services Organization Authority (OES JPA).
▪ Following a major disaster or catastrophic incident, Burlingame and Hillsborough may have to rely on
their own resources to be self-sustaining until mutual aid is available.
▪ San Mateo County is responsible for management and delivery of emergency medical services (EMS).
▪ All San Mateo County fire agencies and EMS are dispatched from a centralized Public Safety
Communications (PSC) Center.
▪ Effective preparedness requires ongoing public awareness and education programs so that citizens will
be prepared, when possible, and understand their own responsibilities should a major disaster or
emergency event occur.
▪ Residents living within the City of Burlingame and Town of Hillsborough boundaries are encouraged to
develop a family disaster plan and maintain the essential supplies to be self-sufficient for a minimum of
72 hours and up to 2 weeks.
▪ Disaster relief from agencies outside the City of Burlingame and Town of Hillsborough may take 72 hours
or more to arrive.
▪ Time of occurrence, severity of impact, weather conditions, population density, building construction,
and secondary events such as fires, explosions, structural collapse, contamination issues, loss of critical
infrastructure, and floods are a few of the significant factors that will affect casualties and damage.
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▪ Damages to infrastructure will likely be manifested in direct physical and economic damages to facilities
and systems, will diminish emergency response abilities due to inaccessible locales, will cause
inconvenience or overwhelming distress due to temporary or protracted service interruptions, and will
result in long-term economic losses due to the economic and physical limitations of recovery operations.
▪ During an emergency, the City of Burlingame and Town of Hillsborough may be required to coordinate
operations and resources that meet the following criteria:
o Span the spectrum of emergency management, including mitigation, preparedness, response,
and recovery
o Address incidents that result in numerous casualties, fatalities, displaced people, property loss,
disruption of normal life-support systems and critical infrastructure, essential public services or
basic infrastructure, and significant damage to the environment
o Require prolonged, sustained emergency management operations and support activities
The top priorities for emergency management are as follows:
1. Saving lives and protecting the health and safety of City of Burlingame and Town of Hillsborough
residents, visitors, first responders, and employees
2. Addressing human needs
3. Caring for People with Disabilities and others with Access and Functional Needs (AFN)
4. Protecting property
5. Protecting the environment
6. Restoring basic services
7. Encouraging timely and Effective community and economic recovery
Resource management (including mission assignment, coordination of mutual aid via the Operational Area,
deployment, and demobilization) is coordinated from the City of Burlingame and Town of Hillsborough EOC
during emergencies or disasters.
Emergencies or disasters that affect the City of Burlingame and Town of Hillsborough may affect the
surrounding jurisdictions; therefore, it may be necessary for the City of Burlingame and Town of Hillsborough
to prepare for and carry out emergency or disaster response and short-term recovery operations in
coordination with other regional entities.
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SECTION 2 HAZARD ANALYSIS
2.1 Methods Used to Develop Hazard Analysis
The 2016 – 2021 LHMP was adopted on June 7, 2016. Refer to the 2016 – 2021 LHMP for further information on
hazards, risk assessment, and mitigation strategies.
San Mateo County and 28 local government planning partners from within the San Mateo County Operational
area collaborated on the development of a multijurisdictional hazard mitigation plan pursuant to the Disaster
Mitigation Act of 2000 (Public Law 106-390) from November of 2015 to September of 2016. The plan was
approved by FEMA Region IX for compliance with Section 201.6, Chapter 44 of the Code of Federal Regulations
on September 14, 2016. This plan details the planning partnership’s vision for reducing risk from all hazards,
identifying resources, information, and strategies for risk reduction. By completing this process, all planning
partners to this plan complied with the Disaster Mitigation Act and maintained eligibility for hazard mitigation
grant funding opportunities afforded under the Robert T. Stafford Act. The plan is available to the public through
the San Mateo County Hazard Mitigation Plan website at:
2.2 San Mateo County Local Hazard Mitigation Plan (LHMP) http://planning.smcgov.org/local-
hazard-mitigation-plan
The City of Burlingame and the Town of Hillsborough participate in the preparation of the Local Hazard
Mitigation Plan (LHMP), which is intended to assess the risks to residents and assets within the City. The LHMP
identifies and analyzes hazards applicable to the City of Burlingame and the Town of Hillsborough, provides a
risk and vulnerability assessment, and provides mitigation strategies and actions toward risk reduction. The
LHMP functions as an appendix to the Safety Element of the City of Burlingame and the Town of Hillsborough’s
General Plans.
Benefits of Mitigation Planning
Maintenance of this plan enables the San Mateo County planning partnership to pursue hazard mitigation grant
funding administered by FEMA under the Robert T Stafford Act. A FEMA-approved Hazard Mitigation Plan is a
principal prerequisite for this funding. Many of the planning partners to this plan have leveraged funding from
this program in the past to significantly reduce the planning area’s risk associated with natural hazards.
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SECTION 3 CONCEPT OF OPERATIONS
The concept of operations (CONOPS) of the City of Burlingame and the Town of Hillsborough Emergency
Operations Plan (EOP) addresses how the City of Burlingame and the Town of Hillsborough will work together
with nongovernmental and private entities to promptly and effectively respond to any emergency. This section
details how the jurisdiction’s departments and agencies accomplish a mission or set of objectives to reach a
desired end-state. It offers clear methodology to realize the goals and objectives to execute the plan.
The concept of operations defines the organization of the response, the roles and responsibilities of the
responding departments, the outline for operations, and the manner in which Burlingame and Hillsborough will
integrate out-of-jurisdiction resources. This section also describes how Burlingame and Hillsborough integrates
the National Incident Management System (NIMS) and California Standardized Emergency Management System
(SEMS).
3.1 National Incident Management System and Standardized Emergency
Management System
The City of Burlingame, the Town of Hillsborough and the State of California respond to emergencies and
disasters using NIMS and SEMS. NIMS and SEMS provide a standardized and Effective response to multi-agency
and multi-jurisdiction emergencies. By standardizing key elements of the emergency management system, NIMS
and SEMS facilitate the flow of information within and between levels of the system and facilitate coordination
among all responding agencies.
NIMS and SEMS consist of several levels which are activated, as necessary, starting with the lowest response
level (field) and graduating as resources or assistance are necessary to the local government (city, county, or
special district) level, the Operational Area level, the regional level, and finally to the state level. This “bottom
up” system supports the responsibility of local government to protect their citizens while permitting “top down”
sharing of resources, alerts, warnings, and intelligence.
One of the most important best practices incorporated into NIMS is the Incident Command System (ICS), a
standard, on-scene, all-hazards incident management system already in use by firefighters, hazardous materials
teams, rescuers, and emergency medical teams.
ICS has been established by NIMS as the standardized incident organizational structure for the management of
all incidents.
ICS is based on proven management tools that contribute to the strength and efficiency of the overall system.
The following ICS management characteristics are taught by the Department of Homeland Security (DHS) in its
ICS training programs:
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Table 3-1 provides a description and key activities of SEMS organizational levels and Figure 3-1 diagrams the
coordination and flow of resource requests and resources that occurs in accordance with SEMS.
Table 3-1: SEMS Organizational Levels
Level Description Key Activities
Field
The field level is where emergency response
personnel and resources, under the command
of responsible officials, carry out tactical
decisions and activities in direct response to an
incident.
• First responders arrive at incident
and assess the situation
• Set up incident command
Local
The local level includes cities, counties, and
special districts (for example, City of
Burlingame/Town of Hillsborough, Utility
Districts). Local governments manage and
coordinate the overall emergency response and
recovery activities within their jurisdiction.
Local governments are required to use SEMS
when their Emergency Operations Center (EOC)
is activated or a local emergency is proclaimed
in order to be eligible for state reimbursement
of response-related costs.
• Activate the EOC
• Receive information from first
responders
• Determine resource needs
• Coordinate with the San Mateo
County Operational Area for
resources
• Coordinate and communicate
with field resources
Operational
Area
An Operational Area is the intermediate level of
the emergency management organization
which encompasses a county’s boundaries and
all political subdivisions located within those
boundaries, including special districts. The
Operational Area facilitates and/or coordinates
information, resources, and decisions regarding
priorities among local governments within the
Operational Area. The Operational Area serves
as the coordination and communication link
between the local level and regional level.
State, federal, and tribal jurisdictions in the
Operational Area may have statutory
authorities for response similar to that at the
local level. For the City of Burlingame and the
Town of Hillsborough, San Mateo County
serves as the Operational Area.
• Activate Operational Area EOC
• Receive request from
Burlingame/Hillsborough EOC
• Activate memoranda of
understanding
(MOU)/memoranda of
agreement (MOAs)
• Determine resource gaps
• Initiate requests for assistance to
the region
• Continue coordination with
Burlingame/Hillsborough and the
region
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Level Description Key Activities
Region
The regional level manages and coordinates
information and resources among Operational
Areas within the mutual aid region and
between the Operational Area and the state
level. The regional level also coordinates overall
state agency support for emergency response
activities within the region. California is divided
into three Administrative Regions – Coastal,
Inland, and Southern – which are further
divided into six mutual aid regions. The regional
level operates out of the Regional Emergency
Operations Center (REOC). The City of
Burlingame and the Town of Hillsborough are
part of Mutual Aid Region II and the California
Governor’s Office of Emergency Services (Cal
OES) Coastal Region.
• Activate the REOC
• Activate regional MOU/MOAs
• Initiate requests for assistance to
the state
• Continue coordination with the
Operational Area and the state
level
State
Cal OES prioritizes tasks and coordinates state
resources in response to the requests from the
regional level and coordinates mutual aid
among the mutual aid regions and between the
regional level and state level. The state level
also serves as the coordination and
communication link between the state and the
federal emergency response system. The state
level requests assistance from other state
governments through the Emergency
Management Assistance Compact (EMAC) and
similar interstate compacts/agreements and
coordinates with the Federal Emergency
Management Agency (FEMA) when federal
assistance is requested. The state level
operates out of the state operations center
(SOC).
• Activate the SOC
• Receive request from the
Operational Area or regional level
• Prioritize resources and activate
MOU/MOAs with other states
• Identify gaps and communicate
to FEMA
• Continue coordination with
county, region, other states and
FEMA
Federal
FEMA coordinates the federal response to a
disaster that has occurred in the United States
and that overwhelms the resources of local and
state authorities. Unless the disaster occurs on
federal property, the Governor must declare a
State of Emergency and formally request from
the President that FEMA and the federal
government respond to the disaster. FEMA
provides specialized expertise, equipment, and
funding for disaster response and recovery
efforts as requested through the state.
• Implement the National
Response Framework (NRF)
• Implement the National Disaster
Recovery Framework (NDRF)
• Organize the federal response
• Coordinate with all federal and
state partners
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3.2 Normal Operations
Normal operations for the City of Burlingame and the Town of Hillsborough reflect a constant state of readiness.
The three levels of readiness conditions that apply to City of Burlingame and the Town of Hillsborough’s
emergency operations prior to activation are preparedness, increased readiness, and alert. Although these levels
are described progressively, conditions may require escalating and de-escalating, or skipping from one level
directly to another without passing through each level. Commencement of each level will be made by the EOC
Director (City Manager) or EOC Manager (Emergency Manager). The decision is frequently based on a
recommendation from either Burlingame or Hillsborough Police Department, Central County Fire Department
(CCFD), or either Burlingame or Hillsborough Department of Public Works.
In the absence of a declared disaster or State of Emergency, the Preparedness and Prevention Division of the
Central County Fire Department and first responders (emergency medical services [EMS], fire, law enforcement,
and public works) will respond to emergencies within the respective jurisdictions with the authorities vested in
them by law and local policy. Mutual aid and shared response jurisdictions are addressed through local
agreements and do not require a Local Emergency proclamation or a declaration of a State of Emergency to
enable them.
3.3 Proclaiming a Local Emergency
California Government Code 8630(a), which is part of the California Emergency Services Act (ESA), and City of
Burlingame Municipal Code Chapter 3.36 Emergency Services (Ord. 930) and Town of Hillsborough Municipal
Code Chapter 2.24 Emergency Organization (Ord. 586), authorizes a local government body to proclaim a state
of local emergency and to authorize interim succession and emergency powers be established in the City of
Burlingame and Town of Hillsborough as a disaster(s) occurs. The purpose of the ordinance is to enable the City
of Burlingame and Town of Hillsborough to respond quickly and Effectively to emergencies threatening lives,
property, public health, welfare, and/or safety within the City of Burlingame and Town of Hillsborough’s
jurisdiction. This ordinance establishes the process of proclaiming a local emergency and the responsibilities that
lay therein for the City of Burlingame and Town of Hillsborough.
3.3.1 Emergency Proclamation Process
Emergency proclamations expand the emergency powers and authorities of the City of Burlingame and Town of
Hillsborough to facilitate the process for flow of resources and obtaining support from unaffected jurisdictions,
the county, the state, and the federal government.
If the incident exceeds the state’s capabilities, the Governor may request assistance from the federal
government through a presidential declaration.
Appendix A of this EOP provides a sample Proclamation of Local Emergency and a City Council resolution
ratifying the proclamation.
Appendix B provides a reference guide for the emergency proclamation process developed by Cal OES for local
governments.
The following describes the emergency proclamation process from the local level to federal level. Figure 3-2
shows the proclamation process and the response phase sequence.
Local Emergency Proclamation
The City of Burlingame and Town of Hillsborough City Councils may proclaim a Local Emergency if there is
extreme peril to the safety of persons and property within the territorial limits of the affected jurisdiction when
it is overwhelmed and unable to abate an existing or potential emergency and requires resources from other
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unaffected political subdivisions and jurisdictions. In situations where the Local Emergency Proclamation is made
by the City Manager, as designated by the Municipal Code, the local emergency shall not remain in effect for a
period in excess of seven days unless it has been ratified by the governing body. The governing body shall review
the need for continuing the local emergency at least once every 60 days until the governing body terminates the
local emergency. The governing body shall proclaim the termination of the local emergency at the earliest
possible date that conditions warrant. (Amended by Stats. 2018, Ch. 395, Sec. 1. (AB 2898) Effective January 1,
2019.)
A Local Emergency provides the City of Burlingame and Town of Hillsborough with expanded emergency police
powers and authorities, which include:
Authorization to promulgate and suspend local orders and regulations necessary to provide for the
protection of life and property
Authority to acquire or commandeer supplies and equipment for public use
Power to conduct and perform emergency response activities under emergency conditions with broadened
immunities from legal liability for performance or failure of performance
Operational Area Notification: When conditions and time allow, the Council or authorized official drafts and
signs a Local Emergency Proclamation. The Burlingame/Hillsborough EOC advises the Operational Area EOC,
if activated, or San Mateo County Office of Emergency Services (OES) of the proclamation and, in turn, the
Operational Area EOC advises the Cal OES Regional Administrator.
Request for Cal OES Director’s Concurrence: Local governments can request cost reimbursement from the state
for costs related to the permanent repair, restoration, or replacement of City owned or operated facilities
under the California Disaster Assistance Act (CDAA)4 following the proclamation of a Local Emergency. To
qualify for CDAA assistance, the local proclamation must be made within 10 days of incident occurrence,
and an application for assistance must be submitted within 60 days of the date of the local emergency
proclamation.
Request for the Governor to Proclaim a State of Emergency: When emergency conditions exceed, or have the
potential to exceed, local resources and capabilities, local government may request state assistance under
the California ESA. The formal request may be included in the original emergency proclamation, or as a
separate resolution. As with the Cal OES Director’s Concurrence for CDAA assistance, the local emergency
proclamation must be made within 10 days of incident occurrence to qualify for CDAA assistance and an
application for CDAA assistance must be filed within 60 days of date of the emergency proclamation. CDAA
assistance may be used to fund debris removal, emergency protective measures, and permanent work to
repair, restore, and replace jurisdiction’s facilities.
Initial Damage Estimate: The request should include a copy of the proclamation document and an Initial Damage
Estimate (IDE) that estimates the severity and extent of the damage caused by the emergency. An IDE may
not be required for sudden emergencies with widespread impacts, emergencies of significant magnitude, or
during fast moving emergencies where immediate response assistance is necessary.
Analysis of Request: The Cal OES Region reviews the request and the IDE and makes recommendations to the
Governor through the Director of Cal OES.
Proclamation of a State of Emergency: The Governor proclaims a State of Emergency based on conditions of
extreme peril, when requested to do so by a local governing body, or if a local authority is unable to cope
with the effects of an emergency. The proclamation will be in writing and signed by the Governor and will
4 More information on CDAA, including a comparison chart of CDAA and federal assistance programs, can be found at:
http://www.caloes.ca.gov/cal-oes-divisions/recovery/public-assistance/california-disaster-assistance-act
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take effect immediately upon issuance. Under a proclamation of a State of Emergency, the Governor
assumes expanded powers. The Governor:
▪ Has the right to exercise police power, as deemed necessary, vested in the State Constitution and
the laws of California within the designated area.
▪ Is vested with the power to use and commandeer public and private property and personnel, to
ensure all resources within California are available and dedicated to the emergency when requested.
▪ Can direct all state agencies to utilize and employ personnel, equipment, and facilities for the
performance of any activities designed to prevent or alleviate actual and threatened damage due to
the emergency and can direct state agencies to provide supplemental services and equipment to
political subdivisions to restore any services in order to provide for the health and safety of the
residents of the affected area.
▪ May make, amend, or rescind orders and regulations during an emergency and temporarily suspend
any non-safety-related statutes, ordinances, regulations, or rules that impose restrictions on the
emergency response activities.
Governor’s Proclamation without a Local Request: A request from the local governing body is not always
necessary for the Governor to proclaim a State of Emergency. The Governor can proclaim a State of
Emergency if the safety of persons and property in California are threatened by conditions of extreme peril
or if the emergency conditions are beyond the emergency response capacity and capabilities of the local
authorities.
Proclamation of a State of War Emergency: In addition to a State of Emergency, the Governor can proclaim a
State of War Emergency whenever California or the nation is attacked by an enemy of the United States, or
upon receipt by California of a warning from the federal government indicating that such an enemy attack
is probable or imminent. The powers of the Governor granted under a State of War Emergency are
commensurate with those granted under a State of Emergency.
State Request for a Presidential Declaration: When it is clear that state capabilities will be exceeded, the
Governor can request federal assistance, including assistance under the Robert T. Stafford Disaster Relief
and Emergency Assistance Act (Stafford Act), as amended. The Stafford Act authorizes the President to
provide financial and other assistance to state and local governments, certain private nonprofit
organizations, and individuals to support response, recovery, and mitigation efforts following presidential
emergency or major disaster declarations.
Small Business Administration (SBA) Disaster Declaration: Because the State does not provide for individual
assistance, aside from the State Supplemental Grant Program that provides assistance in conjunction with
FEMA’s Individual and Households Program, a declaration from SBA may be sought to provide relief to
homeowners, renters, and businesses. There are two potential types of SBA declarations:
• Physical Disaster Declaration: Applicable when there are at least 25 homes and/or businesses or
other eligible institutions, each sustaining uninsured losses of at least 40 percent or more of the
estimated fair replacement value or pre-disaster fair market value of the damaged property. Local
jurisdictions have 30 days to submit the appropriate damage assessment information and forms to
the state to apply for this type of assistance. The damage assessment must be confirmed through
an Individual Assistance Preliminary Damage Assessment (PDA) prior to a request moving forward.
If warranted, a request for an SBA disaster declaration will be submitted by the Cal OES Director.
Note: homes and businesses can include renters and home-based businesses; a rental property can
be counted as a business and as a renter; when assessing apartments, each unit with at least 40
percent of uninsured personal property losses will be counted as one.
• Economic Injury Disaster Declaration: Applicable when at least five small businesses in a disaster
area have suffered substantial economic injury as a result of the disaster. Cal OES Individual
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Assistance will work with the local government to survey businesses in the affected area for
economic losses by completing an Economic Injury Disaster Loan (EIDL) worksheet. A local
jurisdiction has 60 days to request this type of assistance.
Preliminary Damage Assessment: Upon submission of the request, FEMA coordinates with the state to conduct
a PDA and determine if the incident is of sufficient severity to require federal assistance under the Stafford
Act. This process could take a few days to a week depending on the magnitude of the incident. FEMA uses
the results of the PDA to determine if the situation is beyond the combined capabilities of the state and local
resources and to verify the need for supplemental federal assistance. The PDA also identifies any unmet
needs that may require immediate attention. Similar to the IDE, the PDA may not be required if immediate
response assistance is necessary.
Federal Analysis of the State’s Request: The FEMA Administrator assesses the situation and the request and
makes a recommendation to the President through the Federal Department of Homeland Security. The
decision to approve the request is based on such factors as the amount and type of damage, the potential
needs of the affected jurisdiction and the state, availability of state and local government resources, the
extent and type of insurance in effect, recent disaster history, and the state’s hazard mitigation history.
Figure 3-2 shows the proclamation process and the response phase sequence of events.
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Figure 3.2 Emergency Proclamation Process and Response Phase Sequence of Event
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3.4 Emergency Operations Center Activation
An incident may start out small and escalate quickly or a major incident may occur at any time. In the event
of any significant incident police, fire or public works incident commander will make recommendations if EOC
activation is needed. City Managers or their alternates will be contacted and recommendation for EOC
activation will be based upon the severity of the incident and the resource needs of the affected jurisdiction/s.
Escalating or intensifying incidents may warrant partial of full EOC activation.
The EOC will operate under the following policies during an emergency or disaster:
▪ NIMS/SEMS/ICS will be established and/or maintained throughout the duration of the event.
▪ All existing City of Burlingame and Town of Hillsborough and departmental operating procedures will be
adhered to unless modified by a local proclamation of a local emergency.
▪ All on-duty personnel are expected to remain on duty until officially relieved of duty. Off-duty personnel
will be expected to return to work in accordance with departmental policies.
▪ During the disaster response, operational periods (shifts) will be determined by the incident commander
and/or EOC Management. Personnel should anticipate initial operational periods lasting 12 hours, for
example, from 8:00 a.m. to 8:00 p.m. and 8:00 p.m. to 8:00 a.m., or as required by the situation.
▪ City of Burlingame and Town of Hillsborough emergency response and recovery operations will be
managed at one of three levels, based on the magnitude of the emergency.
Level Three — Decentralized Coordination and Direction (Standby, Monitoring, and Alert)
Minor to moderate emergency or incident where local resources are adequate and available. A Local Emergency
may or may not be proclaimed. The Burlingame/Hillsborough Joint EOC may or may not be activated. Off-duty
personnel may be recalled.
Level Two — Centralized Coordination and Decentralized Direction (Partial or Full Activation)
Moderate to severe emergency incident where local resources are not adequate and mutual aid or Operational
Area resource coordination may be required on a regional or even statewide basis. Management-level personnel
from agencies involved should co-locate in a central location to provide jurisdictional or multi-jurisdictional
coordination. Activation of the Joint EOC will be necessary when anticipating Operational Area activation or
resource coordination. Off-duty personnel may be recalled. A local emergency will likely be proclaimed, and a
state of emergency may be proclaimed.
Level One — Centralized Coordination and Direction (Full Activation)
Major local or regional disaster where resources in or near the impacted area are overwhelmed and extensive
state and/or federal resources are required. A local emergency will be proclaimed, a state of emergency
proclamation and a presidential declaration of an emergency or major disaster will be requested. All response
and early recovery activities will be conducted from the Joint EOC. All key off-duty personnel will be recalled.
The EOC will be activated with the positions and staffing to reflect the level of the city response required, as
described in Table 3-2.
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Table 3-2: EOC Minimum Staffing Guide
Activation
Level Event/Situation Minimum Staffing
III
• Unusual occurrences with potential to adversely
impact the City
• Impacts on the health and safety of the public
and/or environment
• Severe weather issuances from the National
Weather Service
• Significant incidents involving two or more agencies
or departments
• Earthquake Advisory/Prediction Level One
EOC Director
Other designees
Note: May be limited to
Department Operations Center
(DOC) activation.
II
• Earthquake with damage reported
• Earthquake Advisory/Prediction Level Two or Three
• Major wind or rainstorm
• Two or more large incidents involving two or more
agencies/departments
• Wildfire affecting developed area
• Major scheduled event
• Severe hazardous materials incident involving
large-scale or possible large-scale evacuations
• Unusual occurrences with severe potential impacts
on the health and safety of the public and/or
environment
EOC Director
Section Chiefs, Branch Directors,
Unit Leaders, and/or other staff
as appropriate
Liaison Officer/Agency
Representatives as appropriate
I
• Major jurisdiction or regional emergency
• Multiple agencies/departments with heavy resource
involvement
• Earthquake (with damage)
• Unusual occurrences with severe potential impacts
of the health and safety of the public and/or
environment
All EOC positions
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3.4.1 Emergency Operations Center Locations
The City of Burlingame and Town of Hillsborough have a primary and an alternate EOC.
The primary EOC location for the City of Burlingame and Town of Hillsborough is Burlingame’s Public Works
Corporation Yard, 1361 N Carolan Ave., Burlingame.
Use of alternate locations would be when use of the primary EOC would be or potentially be unsafe or unusable.
Primary EOC Burlingame Public Works Corporation Yard
1361 N Carolan Ave
Burlingame, CA 94010
The primary EOC location for the City of Burlingame and Town of Hillsborough is
Burlingame’s Public Works Corporation Yard. This facility includes an operations
area, radio room, kitchen, conference rooms, bathrooms with shower facilities, and
office areas. Emergency power is provided by a diesel generator.
The emergency fuel reserve is 750 gallons which is sufficient for 1-2 days. Resupply
of emergency fuel will be obtained through the Logistics Section. Power will
provide for lighting panels, selected wall circuits, telephones, and radios. The EOC
has on-site services that include kitchen, bathrooms, food supply, and sleeping cots
for 10 persons.
Refer to EOC Annex for a diagram of the EOC.
Alternate EOC Burlingame Police Department
1111 Trousdale Dr
Burlingame, CA 94010
The alternate EOC is activated if the primary EOC is inoperable or needs to close
(due to damage or inaccessibility) and/or if the evacuation of EOC staff becomes
necessary. Alternate EOCs may activate simultaneously if needed during a
catastrophic incident. The City of Burlingame and Town of Hillsborough may divide
the response to separate sections, for instance in case of a significant earthquake
that may leave sections of the City of Burlingame or Town of Hillsborough isolated.
Alternate EOC Hillsborough Town Hall Council Chambers
1600 Floribunda Ave
Hillsborough, CA 94010
This alternate EOC may be activated if the primary and secondary alternate EOCs
are inoperable or need to close (due to damage or inaccessibility) and/or if the
evacuation of EOC staff becomes necessary. Alternate EOCs may activate
simultaneously if needed during a catastrophic incident. The City of Burlingame
and Town of Hillsborough may divide the response to separate sections, for
instance in case of a significant earthquake that may leave sections of the City of
Burlingame or Town of Hillsborough isolated
Burlingame/Hillsborough’s EOCs provide a central location for emergency management coordination among City
of Burlingame and Town of Hillsborough, nongovernmental, and private sector entities engaged in responding
to an emergency. The following functions are performed in the EOC:
◼ Manage and coordinate emergency operations
◼ Receive and disseminate warning information
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◼ Develop emergency policies and procedures
◼ Collect intelligence from and disseminate information to the various EOC representatives, and, as
appropriate, to county and state agencies, military, and federal agencies
◼ Prepare intelligence/information summaries, situation reports, operational reports, and other reports as
required
◼ Maintain general and specific maps, information display boards, and other data pertaining to emergency
operations
◼ Continue analysis and evaluation of all data pertaining to emergency operations
◼ Control and coordinate, within established policy, the operational and logistical support of departmental
resources committed to the emergency
◼ Maintain contact and coordination with support DOCs, other local government EOCs, and the San Mateo
County Operational Area
◼ Provide emergency information and instructions to the public, making official releases to the news media,
and scheduling press conferences as necessary
3.4.2 Individuals Authorized to Activate the EOC
The following individuals, either acting as the EOC Director or on behalf of the EOC Director or their appointed
representatives (per continuity of government lines of succession), are authorized to activate the EOC:
◼ City Manager
◼ Fire Chief
◼ Chief of Police
◼ Director of Public Works
◼ Emergency Manager
3.4.3 How to Activate and Deactivate the EOC
The following is the process for activating the EOC:
1. Contact the Central County Fire Department Emergency Manager. (Refer to EOC Activation Procedures
Annex).
2. Identify yourself and provide a callback confirmation phone number if requested.
3. Indicate your authority to activate the EOC.
4. Designate or request designation of appropriate personnel to set up the EOC.
5. Briefly describe the disaster or emergency situation causing this request.
6. Request EOC Level I, II, or III activation.
7. If not the Emergency Manager, request notification of the Emergency Manager and other appropriate
personnel, including EOC Level I, II, or III staff as required for activation.
For further details, refer to the EOC Manual. CCFD maintains and updates the EOC Manual. Hard copies can be
found in the EOC Management supplies room. Requests for copies will be considered by submitting a written
request on department or agency letterhead to the Emergency Manager for approval to release. CCFD requires
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a current (within 1 year) nondisclosure form to be on file prior to release of any For Official Use Only (FOUO)
document.
Deactivation generally occurs when coordination and monitoring of response activities are no longer necessary.
The following steps outline the process for deactivating the EOC:
The EOC Director should develop and submit a written memo to the Incident Commander and the Policy Group
recommending deactivation of the EOC.
The EOC may be deactivated when authorized by the Incident Commander in concert with the Policy Group.
Phone messages and SMCAlert internal notifications used for the response should be changed and sent to reflect
that the EOC has been deactivated and how the caller can reach key emergency management personnel for
further assistance or information utilizing SMCAlert.
3.5 Emergency Operations Plan Implementation/Activation
The philosophy of City of Burlingame, Town of Hillsborough and Central County Fire Department is that the EOP
is always activated to reflect a constant state of readiness. The response and recovery portions of this plan will
be implemented when an incident or event is considered imminent or probable and the implementation of this
plan and the activation of the Burlingame/Hillsborough EOC is considered a prudent, proactive measure. The
EOP will be implemented at the appropriate response level when the City Manager or the City Councils have
proclaimed a local emergency, or at the discretion of the City Manager as the Director of Emergency Services or
his or her designee.
3.6 Emergency Operations Center Structure
The EOC is organized following NIMS, SEMS, and ICS principles and structure, using the Emergency Support
Function (ESF) concept. ESFs are assigned to the five EOC sections, as appropriate: Management, Operations,
Planning and Intelligence, Logistics, and Finance and Administration. Figure 3-3 shows the City of Burlingame,
Town of Hillsborough’s EOC structure.
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Figure 3-3: Burlingame/Hillsborough EOC Organization Chart
3.6.1 Emergency Operations Center Coordination
The primary purpose of activating the EOC is to develop and maintain emergency situational awareness, to
provide timely and verified emergency public information, and to coordinate resources/logistical support for
emergency responders. Maintaining situational awareness and developing a common operational picture is
critical for Effective coordination of field resources, good decision-making, and timely and accurate release of
information to the public. This section describes the process by which the EOC will coordinate with other entities.
Table 3-3 demonstrates the coordination between all levels of government and the flow of resource requests
and resources and provides a comparison to the coordination that occurs in the field. Sections 3.6.2 – 3.6.5
further explain the nature of this coordination.
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Table 3-3: Comparison of Field and EOC SEMS ICS Functions
SEMS/ICS
Section Field Response Level EOC
Command/
Management
Field commanders are responsible for
directing, ordering, and controlling
resources, assets, and personnel.
In the EOC, the Policy Group provides
guidance and advice to EOC Management
and EOC sections. The Policy Group
addresses policy issues associated with the
incident (for example, establishing a
curfew) and prepares and executes mayoral
directives, orders, resolutions, and/or
ordinances, as necessary.
EOC Management is responsible for the
facilitation and execution of overall
emergency policy, coordination through the
joint efforts of government agencies and
private organization and directing support
to first responders in the field.
Operations
Implement tactical field operations as
specified by the Incident Action Plan
(IAP) in a coordinated manner.
Coordinate and/or support all jurisdictional
emergency response operations through
the implementation of the EOC Action Plan.
Planning and
Intelligence
Collect, evaluate, and document
intelligence and situational
understanding of the emergency.
Collect, evaluate, and disseminate
information and maintain documentation
related to the City of Burlingame and/ or
the Town of Hillsborough’s emergency
response activities. Develop the EOC Action
Plan and After-Action Report in
coordination with other functions.
Logistics
Provide facilities, services, personnel,
equipment, and materials to support
the emergency response and recovery
efforts.
Provide facilities, services, personnel,
equipment, and materials to support the
emergency response and recovery efforts.
Finance and
Administration
Provide financial and cost analysis and
administrative support not handled by
the other sections, including
documentation support for
reimbursement efforts.
Coordinate and support fiscal and
administrative responsibilities for the
overall emergency and coordinate disaster
assistance as appropriate, including
documentation support for reimbursement
efforts.
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3.7 Operational Priorities
The City of Burlingame and Town of Hillsborough have established the following general priorities for
establishing response goals, prioritizing actions, and developing operational strategies.
Save Lives: The preservation of life is the top priority for the City of Burlingame and Town of Hillsborough and
takes precedence over all other considerations.
Address Human Needs: Beyond the simple preservation of human life, all possible efforts should be made to
provide for basic human needs, including food, water, shelter and security.
Care for People with Disabilities and others with Access or Functional Needs:5 People with disabilities and
others with access and functional needs may require assistance in providing time-sensitive needs or support
services to maintain health and safety and maximize independence. The needs of this population should be
considered and addressed as a high priority.
Protect Property: All feasible efforts must be made to protect public and private property and resources
(including critical infrastructure) from damage during and after an emergency.
Protect the Environment: All possible efforts must be made to preserve the City of Burlingame and Town of
Hillsborough’s environment and protect it from damage during and after an emergency.
Restore Basic Services: Power, water, sanitation, transportation and other essential services must be restored
as rapidly as possible to enable residents and businesses to resume their normal activities.
Support Community and Economic Recovery: City of Burlingame and Town of Hillsborough representatives
must work with the community to ensure that recovery operations are conducted efficiently, effectively,
and equitably, promoting expeditious recovery of the affected areas.
3.8 Sequence of Events
The following is a general sequence of events prior to and following an emergency incident.
3.8.1 Prior to Incident
1. Routine Monitoring for Alerts, Watches, and Warnings: The City of Burlingame and Town of Hillsborough
constantly monitor events and the environment to identify specific threats that may affect their jurisdiction
and increase the awareness level of emergency personnel and the community when a threat is approaching
or imminent. In addition to Fire and Police Dispatch, both jurisdictions also receive alerts from the National
Weather Service (NWS) and the California State Warning Center (CSWC) on various hazards and threats,
including earthquakes, tsunamis, severe weather, energy power grid, hazardous materials, and oil spills.
2. Increased Readiness: Sufficient warning provides the opportunity for response agencies to increase
readiness, which are actions designed to increase an agency’s ability to effectively respond once the
emergency occurs. This includes but is not limited to the following:
✓ Briefing government officials
✓ Reviewing plans and procedures
5 The Americans with Disabilities Act (AD) defines persons with functional needs as persons who have: (1) a physical or
mental impairment that substantially limits one or more of the major life activities of such individual; (2) a record of such
an impairment; or (3) being regarded as having such impairment; inclusive of individuals with temporary and permanent
limitations and those who may function independently without the presence of an emergency but who may need
assistance during an incident. Burlingame and Hillsborough both use this definition.
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✓ Preparing and disseminating information to the community
✓ Updating resource lists
✓ Testing systems such as warning and communications systems
✓ Precautionary activation of EOC/DOCs
3. Pre-Impact: When a disaster is foreseen as highly likely, action is taken to save lives and protect property.
During this phase, warning systems are activated, evacuation begins, and resources are mobilized. During
this phase, emphasis is placed on control of the situation, saving lives, and minimizing the effects of the
disaster.
3.8.2 Immediately Following or During the Incident
Immediately after a disaster has occurred and during the initial response, emphasis is placed on saving lives,
controlling the situation, and minimizing the impact of the disaster. The following actions will take place:
1. Alert and Notification: Response agencies are alerted about an incident by the public through 9-1-1, CSWC,
another response agency, or other method. City of Burlingame and Town of Hillsborough employees are
then notified of the incident using the SMC Alert internal communications system.
2. Resource Mobilization: The City of Burlingame and Town of Hillsborough activate personnel and mobilize
response assets to support the incident response. As the event escalates and expands, additional resources
are activated and mobilized to support the response. Activation and mobilization continue for the duration
of the emergency as additional resources are needed to support the response. This includes resources from
within the affected jurisdiction, or, when resources are exhausted, from unaffected jurisdictions.
3. Incident Response: First responders arrive on-scene and function within their established field level plans
and procedures. The responding agencies will manage all incidents in accordance with ICS organizational
structures, doctrine, and procedures.
4. Establishing Field Level Incident Command: Incident Command is established to direct, order, or control
resources by virtue of some explicit legal, agency, or delegated authority. Initial actions are coordinated
through the on-scene Incident Commander (IC). The IC develops an initial IAP, which sets priorities for the
incident, assigns resources, and includes a common communications plan. If multiple jurisdictions or
agencies are involved, the first responders will establish a Unified Command (UC) to facilitate multi-
jurisdictional and multi-agency strategies and tactical decisions. The IC may implement an Area Command
to oversee multiple incidents that are handled by separate ICS organizations or to oversee the management
of a very large or evolving incident that has multiple incident management teams engaged.
5. Activation of the Multi-Agency Coordination System: Responding agencies will coordinate and support
emergency management and incident response objectives through the development and use of integrated
Multi-Agency Coordination Systems (MACS) and MAC Groups. MAC groups and MACS facilitate coordinated
decision-making and resource allocation among cooperating agencies. Representatives of a MAC group
establish priorities among incidents and harmonize policies and provide strategic direction to help support
response activities.
6. Department Operation Center (DOC) Activation: Individual City of Burlingame and Town of Hillsborough
departments may activate their DOCs to manage information and resources assigned to the incident. If a
DOC is activated, communication between the City of Burlingame and Town of Hillsborough EOC and DOCs
will occur through the use of liaisons or respective ESF representatives.
7. EOC Activation: The City of Burlingame and Town of Hillsborough will activate the EOC based on the
magnitude or need for more coordinated management of the emergency. When activated, the
Burlingame/Hillsborough EOC helps form a common operating picture of the incident by collecting,
analyzing, and disseminating emergency information. When activated, the local EOC notifies the Operational
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Area EOC, which is run by the San Mateo County Sherriff’s Office OES, that the Burlingame/Hillsborough EOC
has been activated.
8. Communications between Field and the EOC: When the Burlingame/Hillsborough EOC is activated,
communications and coordination are established between incident command and DOCs to the EOC, or
between incident command and the EOC, if a DOC has not been activated.
9. Operational Area EOC Activation: If one or more local EOCs are activated, or if the event requires resources
outside the affected jurisdiction, the San Mateo County Operational Area EOC is activated. The Operational
Area EOC may also be activated if either jurisdiction proclaims a Local Emergency. The Operational Area EOC
will then coordinate resource requests from the affected jurisdiction to the unaffected jurisdiction, or if
resources are not available within the Operational Area, forward the resource request to the REOC and
mutual aid coordinators.
10. Regional EOC Activation: If the Operational Area EOC is activated, the Cal OES Regional Administrator will
activate the REOC within the affected region and notify Cal OES Headquarters. The Coastal Region REOC will
then coordinate resource requests with the San Mateo County Operational Area to unaffected Operational
Areas within the affected region, or, if resources are not available within the affected region, resource
requests are forwarded to the SOC for coordination.
11. State Operations Center Activation: The SOC is activated when the REOC activates in order to monitor the
situation, process resource requests for state, EMAC, or federal assistance.
12. FEMA Regional Response Coordination Center Activation: The FEMA Regional Response Coordination
Center (RRCC) may deploy a liaison or Incident Management Assistance Team (IMAT) to the SOC to monitor
the situation and provide situational awareness to federal officials.
3.8.3 Sustained Operations
As the emergency continues, additional assistance is provided to survivors of the disaster and efforts are made
to reduce the likelihood of additional damage. During this time, the Burlingame/Hillsborough EOC continues
to:
1. Gather Intelligence and Maintain Situational Awareness: The Burlingame/Hillsborough EOC is responsible
for gathering and disseminating timely and accurate information on the incident to create a common
operational picture that can be used to develop and adjust operational goals and objectives and prioritize
actions. The Planning and Intelligence Section of the EOC is responsible for collecting and disseminating
information within the EOC.
2. Develop and Implement Operational Goals and Objectives: Burlingame/Hillsborough, in coordination with
response teams, continues to provide emergency assistance to the public in accordance with established
operational priorities. Responders try to reduce any additional secondary impacts.
3. Engage in Resource Mission Tasking: The Operations Section of the EOC will identify personnel, resources,
and equipment needed to fulfill an operational objective. The Logistics Section will coordinate identification
of, mobilization, tracking, and demobilization of the resources. Resource requests should first be filled using
local resources. If local resources are not available (including local Burlingame/Hillsborough inventories or
private vendors), then a resource request may be made to the Operational Area, who can either fill it, submit
the request to the REOC, or attempt to fill it through mutual aid. Discipline-specific mutual aid (fire, law
enforcement, and medical health) will be handled through the assigned departments/disciplines.
4. Provide Emergency Public Information: Burlingame/Hillsborough will establish an Emergency Public
Information Team to provide immediate and critical emergency public information. The Public Information
Officers (PIOs) designated by Burlingame and Hillsborough will serve as the lead Emergency PIOs (EPIOs).
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Upon notification, the lead PIO will report to the EOC and receive a briefing. The primary location for the
dissemination of information will be determined by the Emergency Public Information Team. The Emergency
Public Information Team will provide news releases, coordinate media Briefings, and arrange tours of the
incident sites. The lead EPIO will coordinate all information releases with EOC Management prior to
dissemination. All Public Information will be approved by the EOC Director prior to release.
3.8.4 Transition to Recovery
As the initial and sustained response operational priorities are met, Burlingame/Hillsborough will engage in
recovery activities which include short-term, intermediate, and long-term recovery activities as described below:
Short-term recovery refers to the early days and weeks after an incident. This phase of recovery addresses
health and safety needs beyond rescue and includes assessing the scope of damage and community needs,
the restoration of basic infrastructure, the activation of recovery organizations, and community engagement
and mobilization of resources.
Intermediate recovery refers to the weeks and months after an incident. This phase involves returning
individuals, families, critical infrastructure, and essential government or commercial services to a functional
state. These actions bridge to future, permanent measures.
Long-term recovery refers to the months and years after an incident. This phase addresses the complete
redevelopment and revitalization of impacted areas of Burlingame/Hillsborough and includes the rebuilding
or relocation of damaged or destroyed social, economic, natural, and built resources toward restoring self-
sufficiency, sustainability, and resilience.
Short-Term Recovery Phase
Short-term recovery activities will be coordinated in the Burlingame/Hillsborough EOC by a designated Recovery
Coordinator, who will act as the lead for the Recovery Unit of the Planning and Intelligence Section, as indicated
in the EOC organization chart in Figure 3-3. Recovery activities during EOC operations will be principally
supported by ESF #14 – Recovery, which is led by the City Manager’s Office and CCFD Emergency Preparedness
and Prevention Division, in close coordination Burlingame and/or Hillsborough City Councils.
Intermediate and Long-Term Recovery Phases
Early in the post-disaster period, the operations of the Burlingame/Hillsborough EOC and a Post-Disaster
Recovery Structure, as described below, may run in parallel. Some short-term recovery operations will occur in
the EOC as part of various ESFs, including ESF #14 – Recovery, while long-term recovery needs are assessed. The
Recovery Coordinator will be responsible for making a recommendation to the EOC Director and the Emergency
Manager if long-term recovery needs require activation of the Post-Disaster Recovery Structure, including
appointment of a Local Disaster Recovery Manager (LDRM), activation of the appropriate Recovery Support
Functions (RSFs), and formation of a Long-term Recovery Organization (LTRO). The Recovery Coordinator will
then begin the transition to recovery operations led by the LDRM, if one is appointed, and will work with the
EOC Director and the Emergency Manager to maintain synergy and a smooth coordination and transition of
decision-making responsibilities and action planning between the EOC emergency response structure and the
long-term recovery structure.
Post-Disaster Recovery Structure
Figure 3-4 shows the Post-Disaster Recovery Structure as described in the City of Burlingame’s and Town of
Hillsborough’s Disaster Recovery Framework (DRF). The organization of the Post-Disaster Recovery Structure
may vary depending on the size and type of disaster and resulting issues, and at the discretion of the LDRM, in
consultation with the City Managers.
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An LTRO will be established, as needed, after a disaster to lead recovery efforts. The scope and scale of the LTRO
can vary significantly based on the incident and which RSFs are activated, with differing tasks and authorities
depending on specific recovery needs. The LTRO may range from a small, coordination-focused committee
overseeing execution of a few RSFs in a smaller disaster, to a more structured organization overseeing both
planning and implementation of jurisdiction-led recovery activities, coordination with state and federal agencies
involved in recovery, and active engagement and collaboration with Burlingame/Hillsborough residents and
businesses, local agencies, nonprofits, and other stakeholders in recovery.
Recovery Support Functions
RSFs identify Coordinating Agencies, Primary Agencies, and Supporting Agencies with responsibilities for
coordinating and executing recovery functions. The RSF structure coexists with and builds on the
Burlingame/Hillsborough EOP and ESFs. RSFs differ from ESFs in that they have different recovery objectives,
staff expertise, partnerships, approaches, time spans, and organization structure. Regardless, the RSFs do not
replace ESF #14 – Recovery, but, rather, augment or continue the efforts undertaken during EOC operations into
the LTRO. Specific information on the Burlingame/Hillsborough’s RSFs can be found in the RSF Annex to the
Burlingame/Hillsborough DRF.
Deactivating the Post-Disaster Recovery Structure
The point at which recovery operations cease and normal local management processes resume never occurs at
one distinct point in time. Recovery operations can take many years but, eventually, the recovery issues begin
to look more like “business as usual”. Deactivation considerations should include whether the goals and
benchmarks of the DRF, as well as the benchmarks and operations of the RSFs, have largely been achieved. Other
considerations include whether the community has reached an acceptable level of normalcy, and whether
temporary regulations and provisions related to recovery operations are still needed.
The LDRM will be responsible for making a deactivation recommendation to the City Manager. A formal
dissolution of the LTRO may need to be made by the City Manager or City Council/s, depending on the formality
of its organizational structure. The LDRM will ensure a smooth deactivation of the LTRO and transition of staff
and operations back to other City/Town agencies and departments, as appropriate.
Figure 3-4: Post-Disaster Recovery Structure
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3.9 Resource Management
The City of Burlingame and Town of Hillsborough shall use their own resources first in an emergency or disaster
situation and may call for assistance from San Mateo County during incidents that overwhelm or threaten to
overwhelm their own response and recovery resources.
County, state, and federal relief will likely only be provided when damage is widespread and severe. Therefore,
the City of Burlingame and Town of Hillsborough will be developing a system for ordering, tracking, mobilizing,
and demobilizing resources.
The City of Burlingame and Town of Hillsborough use standard ICS forms. When requesting resources, individuals
should complete ICS 215 forms (see Appendix D). All resource requests must include the following:
◼ Describe the current situation clearly.
◼ Describe the requested resources.
◼ Specify the type or nature of the service the resource(s) will provide.
◼ Provide delivery location with a common map reference.
◼ Provide local contact at delivery location with primary and secondary means of contact.
◼ Provide the name of the requesting agency and/or Operational Area Coordinator contact.
◼ Indicate time frame needed and an estimate of duration.
◼ Resource requests involving personnel and/or equipment with operators will need to indicate if logistical
support is required (that is, food, shelter, fuel, and reasonable maintenance).
◼ The Resource Management Unit of the Logistics Section is responsible for managing and tracking
resource requests.
3.10 Resolution of Legal Questions/Issues
As required by SEMS, the City Attorney and staff will serve as the Legal Advisor and provide legal advice to the
Mayor, City Councils, the City Manager, and/or the EOC Manager in all legal matters relative to the emergency,
including resolution of legal questions and issues. The City Attorney and staff also assist in the proclamation
and ratification of emergency and emergency continuances.
3.10.1 Legislative Liaison Role
In addition to the Legal Advisor, the City Attorney and staff also work with the Mayor and City Councils to
adequately fill the Legislative Liaison position(s).
The Legislative Liaison ensures that a link has been established between the City of Burlingame and Town of
Hillsborough and the legislative body to share information and requests and to lobby for the filling of requests
when the established request channels are overloaded and not responsive. The Legislative Liaison should also
communicate local needs to the community’s legislative officers and establish a continued link between the
jurisdiction and all other potential entities as needed and identify issues that should be forwarded to the proper
political entities to ensure the best possible response to your community. The Mayor/Vice Mayor or designated
City Council member may fill this position in accordance with the Office of the Mayor Continuity of Operations
Plan (COOP). If the Mayor or City Council member is not available, other City elected officials may fill this
position.
Although this is not a position described in ICS or SEMS, it is an EOC management level function that has
demonstrated its necessity during past disasters. The Legislative Liaison is a part of the EOC management staff
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and may be a singular person or a group who, as an incident dictates, establishes and maintains personal contact
with the elected officials representing the impacted area at the county, state, and federal levels.
3.11 Compliance with Americans with Disabilities Act: Addressing the Needs of
Individuals with Disabilities and Others with Access and Functional Needs
The City of Burlingame and Town of Hillsborough are committed to ensuring that considerations are made for
those with disabilities or access and functional needs at every stage of the emergency management process.
The City of Burlingame and Town of Hillsborough are developing a Functional Needs Annex to ESF #6 – Mass
Care and Shelter, an annex to this EOP, that is intended to serve the needs of Burlingame/Hillsborough residents
during a small-scale, localized emergency or until ARC is able to take responsibility during more significant
events. The City of Burlingame and Town of Hillsborough recognize that this section and all identified resources
will not adequately serve the needs of the City of Burlingame and Town of Hillsborough during a large-scale
incident. In the event of an incident that overwhelms local resources, mutual aid resources may be requested
through the Operational Area possibly requiring the activation of regional, state, and federal emergency plans
and resources.
Policies, practices, and procedures are currently being developed in the following areas:
Communication
Specific information during times of emergency, including locations of open shelters, will be accessible via voice
telephone and Text Telephone (TTY) through the United Way of the Bay Area 2-1-1 program.
In addition to the audible warning system, the existing emergency notification system used by the City of
Burlingame and Town of Hillsborough has the ability to interface with electronic mail, facsimile machines,
text message service and short message service (SMS), text pager, landline, registered TTY, and cellular and
wireless devices. This system automatically detects TTY machines and sends messages in the appropriate
format. It further has the option for all recipients to repeat emergency messages.
Medical
Upon request, the City of Burlingame and Town of Hillsborough will work with identified vendors to bring backup
power generators on-site to general shelters for individual use with life-saving medical equipment, such as
ventilators, power wheelchairs, power scooters, etc. Receipt of backup power generators is not guaranteed.
Privacy areas shall be provided at general shelters upon request for individuals with functional needs who
require a quiet or private area for completing activities of daily living.
Independence (Maintenance)
City of Burlingame and Town of Hillsborough shelter policies shall permit personal caregivers of persons with
disabilities and others with access or functional needs to enter and exit the shelter site, regardless of
whether they are a registered shelter resident, during extended hours. The City of Burlingame and Town of
Hillsborough will not be responsible for providing or coordinating personal caregivers to shelter residents to
complete activities of daily living.
The City of Burlingame and Town of Hillsborough shall work with all designated agencies to locate transitional
and permanent housing for shelter residents following an emergency incident. Individuals with disabilities
and others with access or functional needs shall be provided priority access to accessible and affordable
housing.
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Supervision
When the EOC is activated and City of Burlingame and Town of Hillsborough operated shelter locations are
opened, a Functional Needs Coordinator (FNC) shall be designated in the EOC.
The FNC shall have in-depth knowledge of diverse functional needs populations, including people with vision
and hearing loss, physical disabilities, mental health disabilities, developmental and other cognitive
disabilities, substance abuse issues, and older adults. The FNC shall be responsible for coordinating requests
and distribution of resources to all City of Burlingame and Town of Hillsborough operated shelter locations
for persons with functional needs, coordinating transportation needs, and designating a Shelter Functional
Needs Coordinator (S-FNC) at each shelter.
City of Burlingame and Town of Hillsborough shelter management shall permit entrance by government and
community-based organizations assisting persons with disabilities during emergencies, including the State
Functional Assessment Service Teams (FAST).
Transportation
The Burlingame Police Department Special Needs Registry is a tool that allows the police department to better
serve our community members with special needs. The Special Needs Registry has been created to assist
City of Burlingame first responders with identifying the location of persons with disabilities and others with
access or functional needs who may require special assistance or potentially accessible transportation
services during day to day emergencies. The Special Needs Registry has been populated with individuals who
have voluntarily registered and residential care facilities for the elderly and nursing homes.
3.12 Addressing the Needs of Children
The Functional Needs Annex described above addresses the access and functional needs of children with
disabilities. The RECP Mass Care and Sheltering Annex addresses the needs of unaccompanied minors.
According to 2015 Census data estimates, there are more than 160,000 children under the age of 18 residing in
San Mateo County. There are approximately 1,172 state licensed childcare sites with 39,528 slots in 546 licensed
centers and 6,663 slots in licensed family childcare homes, and additional 2000 children in some form of out of
home placement or other protective care. There are 23 public school districts within the county serving 95,155
students. There are also over 20 private schools serving various ages. Children represent a significant portion of
emergency room visits in San Mateo County. All children are vulnerable in disasters and their safety, medical,
physical and psychological needs must be consciously addressed in disaster preparedness plans.
Children’s services must be restored as quickly as possible following a disaster. The lack of safe quality childcare
following a disaster may hamper economic recovery as parents and other caregivers are unable to return to
work and therefore additional stress is placed on the safety net system to support families. If children’s medical
needs are not addressed, then families will be unable to return to work.
Prior to and during a disaster, the City of Burlingame and Town of Hillsborough will work with Public, Private
and, charter schools, and recreational centers to address the needs of children in a disaster.
Various public and nonprofit organizations throughout the City of Burlingame, Town of Hillsborough and San
Mateo County have a legally mandated responsibility to care for children, identify processes for family
reunification, and describe protocols for public communications in an emergency. In addition to the
responsibility for coordinating the provision of emergency childcare services within the community, San Mateo
County has a statutory responsibility for the care of children in the foster care system and in juvenile justice
institutional facilities.
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San Mateo County has determined that children in disasters are a special needs population and addressing their
needs requires extensive advance planning and coordination between governmental agencies, the community,
and school districts. Ideally the needs of children will be addressed in an integrated manner in all plans.
FEMA has recognized the importance of providing for childcare services and adjusted the Public Assistance
program requirements allowing reimbursement to state and local governments for the provision of emergency
childcare services.
3.13 Addressing the Needs of Household Pets, Domestic Animals, Emotional Support
Animals, and Therapy Animals
The City of Burlingame and Town of Hillsborough are developing an Animal Care Annex which identifies the
Peninsula Humane Society (PHS) to serve as the lead liaison agency for the Animal Care and Shelter Group
before, during and after an incident.
The goals of an Animal Care and Shelter Group are as follows:
◼ Assess and respond to the incident.
◼ Rescue animals.
◼ Establish temporary emergency shelters to care for and house animals during an incident.
◼ Reunite people with their pets during the recovery phase.
◼ Create public education campaigns before disasters.
◼ The Animal Care and Shelter Group shall collect information from all shelter sites and provide the data
to the Planning and Intelligence Section of the EOC.
◼ The Animal Care and Shelter Group Manager/Supervisor is responsible for managing and coordinating
all tactical support for sheltering, feeding, emergency supply distribution, and animal welfare inquiries
as guided by the operational objectives, procedures, and policies established by the EOC. The
Manager/Supervisor shall report to the Animal Care and Shelter Group Liaison at the EOC.
◼ The Animal Care and Shelter Group Manager/Supervisor will also be responsible for the following:
o Coordinating all field services divisions responsible for law enforcement and public safety
functions
o Assessing the status of the animal shelters and establishing the locations for additional
temporary shelters in conjunction with the Mass Care and Shelter operations and Red Cross
evacuation centers
o Managing coordination with EOC personnel
o Determining the need for animal care and veterinary services
3.14 Other Response Plans and Guidelines
This EOP is supported by the City of Burlingame and the Town of Hillsborough’s Continuity of Operations Plan
(COOP), DRF and RSFs, and other individual City/Town agency/department emergency operations plans and
procedures.
3.15 Lines of Succession: Officials Responsible for Emergency Response Coordination
in the EOC
Article 15, Section 8637 of the ESA authorizes political subdivisions to provide for the succession of officers
(department heads) who have duties related to law and order and/or health and safety. Article 15, Section
8644 of the ESA establishes a method for reconstituting the governing body. It stipulates that when all
members, including standbys are unavailable, temporary officers shall be appointed as follows:
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◼ By the Chairman of the Board of the county in which the political subdivision is located. If the chairman of
the board is unavailable or unable to make the appointment, then:
◼ By the Chairman of the Board of any other county within 150 miles (from the nearest and most populated
down to the farthest and least populated). If the Chairman of the Board is unavailable or unable to make the
appointment, then:
◼ By the Mayor of any city within 150 miles (from the nearest and most populated down to the farthest and
least populated).
Article 15, Section 8642 of the ESA authorizes local governing bodies to convene as soon as possible whenever
a State of War Emergency, State of Emergency, or Local Emergency exists, and at a place not necessarily within
the political subdivision.
Article 15, Section 8643 of the ESA describes the duties of a governing body during emergencies as follows:
◼ Assess the damage to the jurisdiction, its personnel, and property.
◼ Reconstitute itself and any subdivisions.
◼ Perform functions in preserving law and order and furnishing local services.
The line of succession established for the emergency services organization in the City of Burlingame and Town
of Hillsborough is as follows;
Burlingame Municipal Code:
3.36.050 Director and assistant director of emergency services.
(a) There is hereby created the office of director of emergency services. The city manager shall be the
director of emergency services.
(b) There is hereby created the office of assistant director of emergency services, who shall be appointed
by the director.
(c) In the event that the director or assistant director of emergency services is not available to perform
the director’s duties, the Police Chief or Director of Public Works, or the senior officer present from
the fire, police, or public works department, shall assume the duties until relieved by an officer of
higher precedence under the order of succession for director. (Ord. 930 § 1, (1971); Ord. 1507 § 2,
(1994); Ord. 1637 § 28, (2000))
Hillsborough: Municipal Code:
2.24.030 - Director and assistant director of emergency services—Offices created.
A. There is created the office of director of emergency services. The city manager shall be the director of
emergency services.
B. There is created the office of assistant director of emergency services, who shall be appointed by the
director.
(Ord. 586 § 1 (part), 1999)
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3.15.1 Line of Succession: Duration and Authority
In accordance with the City of Burlingame and Town of Hillsborough’s COOP, departments and agencies have
designated lines of succession to ensure continuity of operations in an emergency. The alternate shall only be
empowered to exercise the powers and authorities of the position if the primary person serving in that position
is absent or otherwise unable to serve.
The alternate shall have all of the authorities of the position unless otherwise designated by law or regulation.
The alternate will serve until the primary can resume his/her responsibilities or until the Mayor or City Council
can appoint a person to serve in that position.
Table 3-4 provides a line of succession for key departments and agencies. Additional lines of succession for other
City agencies and departments have been identified as part of the COOP and may be found in departmental
annexes, if available.
Table 3-4: Line of Succession for Key Government Officials: BURLINGAME
Agency/Department Title/Position
City Manager’s Office 1. City Manager
2. Public Works Director
3. Parks and Recreation Director
Burlingame Police Department 1. Chief of Police
2. Police Captain Designee
3. Lieutenant Designee
Central County Fire Department 1. Fire Chief
2. Deputy Fire Chief
3. Fire Marshal
Burlingame Public Works Department 1. Director
2. Assistant Director
3. Deputy Director of Operations
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Table 3-4: Line of Succession for Key Government Officials: HILLSBOROUGH
Agency/Department Title/Position
City Manager’s Office 1. City Manager
2. Assistant City Manager
3. Planning Director
Hillsborough Police Department 1. Chief of Police
2. Police Captain Designee
3. Lieutenant Designee
Central County Fire Department 1. Fire Chief
2. Deputy Fire Chief
3.. Fire Marshal
Hillsborough Public Works Department 1. Public Works Director
2. Public Works Deputy Director –
3. Public Works Superintendent
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3.16 Alternate Seat of Government
As required by SEMS and in accordance with Section 23600 of the California Government Code, the City of
Burlingame and Town of Hillsborough have designated alternate locations to serve as government offices for
performing day-to-day functions. In the event the primary location (City/Town Hall) is not usable because of
emergency conditions, the temporary seat of city government will be as follows:
BURLINGAME:
1st Alternate: Burlingame Police Department
2nd Alternate: Hillsborough Town Hall
HILLSBOROUGH:
1st Alternate: TBD
2nd Alternate: TBD
3.17 Preservation of Vital Records
In the City of Burlingame and Town of Hillsborough, the following individuals are responsible for the
preservation and maintenance of vital records:
◼ City Clerk
◼ Finance Director
◼ Human Resources Director or Manager
◼ City Auditor
Vital records are those that are essential to governmental operations and general functions:
◼ Protect and preserve the rights and interests of individuals, governments, corporations and other entities.
Examples include vital statistics, land and tax records, license registers, and articles of incorporation.
◼ Conduct emergency response and recovery operations. Records of this type include utility system maps,
locations of emergency supplies and equipment, emergency operations plans and procedures, personnel
rosters, etc.
◼ Reestablish normal governmental functions and protect the rights and interests of government. Examples
include constitutions and charters, statutes and ordinances, court records, official proceedings and financial
records (CPG-110).
Vital records of the City of Burlingame and the Town of Hillsborough, including City Council actions and other
formal functions, are routinely stored in the City Clerk’s office. Backup data systems are stored off-site using
data storage systems: Data Safe, Laser Fiche and SIRE. Each department and agency are responsible for
gathering and securing their records.
Record depositories should be located well away from known danger zones and/or housed in facilities
designed to withstand blast, fire, water, and other destructive forces. This will ensure that essential records
would be available following disaster.
Each department within the City of Burlingame and the Town of Hillsborough should identify, maintain, and
protect its own essential records.
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References
◼ Judicial System, Article VI, Section 1, 4, 5, and 10, of the Constitution of California.
◼ Local Government, Article XI, of the Constitution of California.
◼ Preservation of Local Government, Article 15 of the California Emergency Services Act (Chapter 7 of Division
1 of Title 2 of the Government Code).
◼ Temporary County Seats, Section 23600, Article 1 of Chapter 4 of Division 1 of Title 3 of the Government
Code.
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SECTION 4 ORGANIZATION AND ASSIGNMENT OF RESPONSIBILITIES
It is the philosophy that all employees of the City of Burlingame and the Town of Hillsborough have a role to
play during a disaster. All employees are designated by both state law and City/Town ordinances as Disaster
Service Workers (DSWs). In the event of a proclaimed and/or declared emergency, all public employees are
obligated to serve as DSWs and may be assigned to perform activities which promote the protection of public
health and safety or the preservation of lives and property. All employees are required to complete DSW
training.
Employees may be designated as having a lead or initial response role either in their department emergency
operations plans or procedures or they may be called upon to provide backup support or to fill-in, where
needed.6 Typical duties and roles may also vary depending on the severity of impact, size of the incident, and
availability of local resources. Therefore, it is particularly important that the City of Burlingame and the Town
of Hillsborough command structure utilized for response and recovery efforts is able to expand and contract as
the situation changes. Accordingly, it is imperative to develop and maintain depth within the command
structure and local response community.
As discussed, and summarized in Section 3.6.1 of this Emergency Operations Plan (EOP), the Emergency
Operations Center (EOC) is organized into five sections: Management, Operations, Planning and Intelligence,
Logistics, and Finance and Administration. This section describes the responsibilities of each of these sections
and City of Burlingame and the Town of Hillsborough’s agencies/departments that will be called upon to
support these sections.
The EOC Annex contains checklists of activities/responsibilities for each position in the EOC.
4.1 Emergency Support Functions (ESF) Annexes
This EOP organizes various departments and agencies into 18 Emergency Support Functions (ESFs) to facilitate
planning and coordination prior to an incident and to achieve an effective emergency response and recovery.
Details of each ESF will be included in the ESF Annexes to this plan which will be published separately. An ESF
Coordinator may be designated because they either have statutory responsibility or the prerequisite expertise,
authority, resources and responsibility for pre-incident planning and coordination to ensure that agencies are
prepared to perform operational roles. ESFs will be activated as needed to support actual or anticipated
requirements and will provide representatives to the City EOC as needed upon activation. ESFs identify Primary
and Supporting Agencies as well as external agencies and entities (e.g., other levels of government,
nongovernmental, private, nonprofit, and special district partners) that may contribute to and support ESFs.
Primary Agencies have significant authorities, roles, and resources to accomplish the scope of the ESF and have
ongoing coordinating responsibilities throughout the preparedness, response, and recovery phases of incident
management. Certain ESFs that require multiple Primary Agencies may also have a Coordinating Lead, who is
responsible for the overall coordination of the ESF. Supporting Agencies are those entities with specific
capabilities or resources that support the Primary Agency in executing the mission of the ESF. Additional
external entities may provide support, services, situation reports, information, and/or resources to the City of
6 The process for notifying and providing on-going status reports to employees is incident specific. In general, agencies
and departments use a wide variety of communication mechanisms to share and request information from employees
including email, telephone trees, pagers, and commercial radio and television. Both jurisdictions fo rmal alert and warning
notification system is called SMC Alert. Burlingame and Hillsborough will be revising their continuity of operations plans
which will provide a formal process for city leaders to communicate with all employees.
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Burlingame and the Town of Hillsborough, based on their expected roles and responsibilities and availability,
through coordination with the San Mateo County Operational Area. Specific roles and responsibilities for each
agency and external entity are described in the ESF Annexes.
Each ESF has been assigned to one of the five EOC sections: Management, Operations, Planning and Intelligence,
Logistics, and Finance and Administration. The full title of each ESF is as follows:
◼ ESF #1 – Transportation
◼ ESF #2 – Communications
◼ ESF #3 – Public Works and Engineering
◼ ESF #4 – Firefighting
◼ ESF #5 – Management
◼ ESF #6 – Mass Care and Shelter
◼ ESF #7 – Resources
◼ ESF #8 – Public Health & Medical
◼ ESF #9 – Search and Rescue
◼ ESF #10 – Hazardous Materials
◼ ESF #11 – Food, Agriculture, & Animal Services
◼ ESF #12 – Utilities
◼ ESF #13 – Law Enforcement
◼ ESF #14 – Recovery
◼ ESF #15 – Public Information
◼ ESF #16 – Evacuation
◼ ESF #17 – Volunteer and Donations
Management
◼ ESF #18 - Cybersecurity
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Table 4-1: Provides a matrix of primary (P) and supporting (S) responsibilities
Function City Attorney City Council City Manager Finance Fire (CCFD) Community Development / Planning Human Resources Information Technology Parks & Recreation Police Public Works Access Control P S
Alert & Warning S3 S1 P S2
Care & Shelter S P(B) P(H)
Communications S P S
Construction &
Engineering P P
Damage
Assessment S S S S S
Debris Clearance S S P
Emergency
Medical P
Evacuation &
Movement S P S
Finance &
Administration S P
Fire Suppression P
Law Enforcement P
Legal P S
Management S P S S
Personnel S P
Public Information S P S S
Recovery Planning S P S S P S S S S S
Rescue P S
Search & Rescue S P
Situation Analysis S S S P S S S P P
Supply &
Procurement S S P S
Transportation P
Utilities P
4.2 Management (Includes ESF #5 – Management)
The management of overall response activities will be the responsibility of the EOC Director (City Manager)
under the direction of the Mayor. The City Council, Mayor, City Manager, and Agency Directors will be
responsible for setting any policy that may affect overall operations and recovery. The City /Town Attorney will
provide legal advice to the City of Burlingame and the Town of Hillsborough’s response operations and recovery.
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Figure 4-1 displays the EOC management positions.
Figure 4-1: EOC Management Positions
4.2.1 Office of the Mayor
Serve as an official spokesperson for the City or Town.
Responsible for oversight of overall City or Town’s
response.
Serve as the liaison to the Governor.
Serve as the liaison to the President.
Serve as liaison to State Representatives.
Serve as liaison to Federal Representatives.
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4.2.2 City Manager
Serve as Director of Emergency Services.
Proclaim a Local Emergency.
Authorize evacuations.
Direct all departments and resources.
Recommend policy to Mayor and City Council.
Chair all situation briefings and action planning sessions.
Serve as a liaison to other local governments and special
districts.
4.2.3 City Attorney
Review all local emergency ordinances.
Review or recommend any necessary new legislation.
Provide legal advice to the Mayor, City Council, City
Manager, Emergency Manager, and others.
Participate in all situation briefings and action planning
sessions.
4.2.4 Emergency Manager
Advise the City Manager on the proclamation of a Local
Emergency.
Activate the EOC.
Manage all EOC facility operations.
Coordinate briefings and action planning sessions.
Oversee the implementation of NIMS/SEMS.
Direct the establishment of EOC staffing patterns.
Provide for EOC support services.
Deactivate the EOC.
4.2.5 Public Information Officer (Includes ESF #15 Public Information)
The City Burlingame or Town of Hillsborough’s designated Public Information Officers (PIOs) will serve as the
Emergency PIOs (EPIOs).
Ensure that information support is provided on request
and that the information released is consistent,
accurate, and timely, and appropriate. Ensure
information is provided to all required agencies and the
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media in multiple formats where available, including
audio and text format.
Activate the Emergency Public Information Team (EPIT).
Provide news releases, answer questions the media may
have and arrange for tours or photo opportunities of the
incident.
Coordinate all information releases and media contacts
with the EOC Director.
Coordinate visits from dignitaries to tour areas affected
by emergency.
4.2.6 Liaison Officer
Emergency Manager will appoint an individual to serve in this role.
Serve as the point of contact for Agency Representatives
from assisting organizations and agencies outside the
City of Burlingame or Town of Hillsborough’s
government structure.
Coordinate the efforts of these outside agencies to
reduce the risk of their operating independently.
4.2.7 Legislative Liaison
The Office of the Mayor or a designated City Council member or designee will fill this position.
Ensure that a link has been established between the City
of Burlingame the Town of Hillsborough and the
legislative body to pass on information and requests and
to lobby for the filling of requests.
Communicate local needs of Burlingame and
Hillsborough’s legislative officers and establish a
continued link between the jurisdiction/s and all other
potential entities as needed.
Identify issues that should be forwarded to the proper
political entities to ensure the best possible response to
the entire community.
Although this is not a position described in ICS or SEMS,
it is a management level function that has demonstrated
its necessity during recent disasters. The Legislative
Liaison is a part of the management staff and may be a
singular person or a group who, as an incident dictates,
establishes and maintains personal contact with the
elected officials representing the impacted area at the
county, state, and federal levels.
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4.2.8 Safety/Security Officer
Central County Fire Department or Burlingame or Hillsborough Police Department Personnel will fill this role.
Identify and mitigate safety hazards and situations of
potential liability during EOC operations and ensure a
safe working environment in the EOC.
Provide security for all EOC facilities and personnel
access.
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4.3 Operations Section
The Operations Section enhances the
capability of Burlingame/Hillsborough to
respond to emergencies by carrying out
coordinated tactical operations based upon
the EOC Action Plan. The Operations Section’s
primary responsibility is to manage and/or
support the tactical operation of various
response elements involved in the disaster or
emergency. Figure 4-2 shows the
organizational structure of the Operations
Section.
The Operations Section Chief position will be
filled by either Burlingame/Hillsborough
Police Department, Central County Fire
Department (CCFD) or Public Works Agency
Representative depending on the nature of
the hazard or threat. The Operations Section
Chief will determine, based on present and
projected requirements, the need for establishing specific or specialized branches and units. The highest-ranking
PD and/or CCFD Agency Representative present will fill the position. First alternate and second alternate to the
Operations Section Chief will be assigned by the Chief of each agency. The Operations Section Chief also may be
designated by the EOC Director.
4.3.1 Operations Section Chief
The Operations Section Chief, a member of the EOC General Staff, is responsible for coordinating all
jurisdictional operations in support of the emergency response through implementation of the EOC Action Plan
and for coordinating all requests for mutual aid and other operational resources. The Operations Section Chief
is responsible for:
Understanding the current situation
Understanding field tactical operations status
Awareness of location and assignments of currently
deployed resources
Predicting probable resource needs
Preparing alternative strategies for procurement and
resources management
OPERATIONS SECTION
INFRASTRUCTURE
BRANCH
EF#16 -EVACUATION
#10 –HAZARDOUS MATERIALS
EF#4 -FIREFIGHTING
EF#3 -PUBLIC WORKS &
ENGINEERING
EF#12 -UTILITIES
–EF#1 -TRANSPORTATION
PUBLIC WORKS
BRANCH TRANSPORTATION
BRANCH
FIRE & RESCUE
BRANCH
EF#9 -SEARCH & RESCUE
EF#13 -LAW ENFORCEMENT EF#6 -MASS CARE & SHELTER
AMERICAN RED CROSS
EF#8 -PUBLIC HEALTH & MEDICAL
EF#11 -FOOD, AGRICULTURE &
ANIMAL SERVICES
HUMAN SERVICES
BRANCH
LAW ENFORCEMENT
BRANCH
Figure 4-2: Operations Section
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4.3.2 Law Enforcement Branch (includes ESF #13 – Law Enforcement and ESF #16 –
Evacuation)
The Law Enforcement Branch is responsible for
alerting and warning the public, coordinating
evacuations, enforcing laws and emergency orders,
establishing safe traffic routes, ensuring that security
is provided at incident facilities, ensuring access
control to damaged areas, ordering and coordinating
appropriate mutual aid resources, and providing
support to the San Mateo County Coroner. BPD and
HPD will provide representatives to the EOC. Figure
4-3 shows the organizational structure of the Law
Enforcement Branch. Specific ESF responsibilities are
summarized below (see ESF annexes for full list of
responsibilities).
4.3.2.1 ESF#13 – Law Enforcement
Monitor the status of law enforcement activities and
ongoing law enforcement-related events in the City of
Burlingame and Town of Hillsborough.
Monitor the status of law enforcement mutual aid
activities.
Provide law enforcement support to other branches.
Analyze law enforcement needs and develop status
reports of committed resources and future needs.
Maintain contact with counterpart Law Enforcement
Mutual Aid Regional Coordinators.
4.3.2.2 ESF #16 – Evacuation
Provide guidance and analysis to help city leadership
make the decision to evacuate.
Identify actions that are required to implement an
evacuation order.
Provide information to ESF #15 – Public Information for
notification to the public.
Coordinate transportation support for evacuated
population.
Provide evacuation support for populations with
disabilities and others with access or functional needs.
Coordinate access control to the area being evacuated.
Figure 4-3: Law Enforcement Branch
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Coordinate with ESF #6 – Mass Care and Shelter and ESF
#8 – Public Health and Medical on the opening and
announcement of reception centers and shelters.
Coordinate the orderly and timely return/reentry of
evacuees.
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4.3.3 Fire and Rescue Branch (Includes ESF #4 – Firefighting, ESF #9 – Search and
Rescue and ESF #10 – Hazardous Materials)
The Fire and Rescue Branch is responsible for
coordinating personnel, equipment, and resources
committed to the fire, field medical, search and rescue,
and hazardous materials elements of the incident. CCFD
is the lead for ESF #4 – Firefighting, ESF #9 – Search and
Rescue, and ESF #10 – Hazardous Materials. Figure 4-4
shows the organizational structure of the Fire and
Rescue Branch. Specific ESF responsibilities are
summarized below (see ESF annexes for full list of
responsibilities).
4.3.3.1 ESF #4 – Firefighting
Monitor the status of fire activities and ongoing fire-
related events in the City of Burlingame and Town of
Hillsborough.
Monitor the status of fire mutual aid activities.
Provide support to urban search and rescue Effort
Provide non-fire support to other branches.
Obtain information on fire incidents.
Analyze fire and rescue needs and develop status
reports of committed resources and future needs.
Maintain contact with counterpart Fire Mutual Aid
Regional Coordinators.
4.3.3.2 ESF #9 – Search and Rescue
Direct and coordinate the overall search and rescue
response effort in the affected area.
Coordinate with police, emergency management, and
other government officials to assist in locating missing
or trapped victims.
Establish a protocol for prioritizing response activities in
coordination with activities of other ESFs.
Develop and maintain a roster of personnel to staff ESF
#9 – Search and Rescue with sufficient staffing for 24-
hour operations as appropriate.
4.3.3.3 ESF #10 - Hazardous Materials
Direct, coordinate, and integrate the overall city
hazardous materials response in the affected areas(s).
Figure 4-4: Fire and Rescue Branch
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Assess if there is a need to evacuate and coordinate with
other ESFs regarding evacuation needs.
Dispatch all requests for mutual aid. Requests for fire or
police mutual aid are already contained within existing
agreements as part of the State Master Mutual Aid
Agreement (MMAA).
Recommend specific areas for evacuation in order to
avoid duplication or missed areas.
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4.3.4 Human Services Branch (Includes ESF #6 – Mass Care and Shelter, ESF# 8 –
Public Health and Medical, and ESF # 11 – Food, Agriculture, and Animal Services)
The Human Services Branch is responsible for providing mass care and shelter for disaster survivors and
coordinating the provision of food, water, and other basic
resources. The Human Services Branch serves as a liaison to
the San Mateo County Operational Area for appropriate
medical/health response, including personnel, equipment,
and resources needed to provide the best patient care
possible, and the coordination of public health and sanitation.
The Human Services Branch will coordinate efforts with the
American Red Cross and other volunteer agencies. Burlingame
Parks and Recreation Department is the lead for the Human
Services Branch and will provide a Branch Director. Figure 4-5
shows the organizational structure of the Human Services
Branch. Specific ESF responsibilities are summarized below
(see ESF annexes for full list of responsibilities).
4.3.4.1 ESF #6 – Mass Care and Shelter
Identify basic needs and requirements (e.g., food, water,
shelter) of disaster survivors.
Identify locations to open mass care shelters using
jurisdictions’ primary and secondary shelter list(s).
Coordinate with American Red Cross, Salvation Army,
and other nonprofit care providers to provide
personnel, food, and care for disaster survivors.
Monitor and provide status reports on available shelter
space and needs.
Coordinate with the Emergency Support Functional
Needs Coordinator (E-FNC) to identify and provide for a
full spectrum of services and accommodations for
populations with disabilities and others with access or
functional needs.
4.3.4.2 Emergency Support Functional Needs Coordinator (Access and Functional
Needs Coordinator)
The City Manager will appoint individual(s) to serve as the E-FNC.
Appoint a Shelter Functional Needs Coordinator (S-FNC)
to identify the needs of individuals with disabilities and
Figure 4-5: Human Services Branch
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others with access or functional needs. Provide technical
assistance to support S-FNC.
Provide advice on known and potential needs impacting
people with disabilities and others with access or
functional needs and how the jurisdiction may meet the
needs of this population.
Coordinate with responders to provide support to
functional needs populations, such as providing
technical assistance to ensure shelter sites meet access
requirements, coordinating transportation for
individuals who require paratransit services, advising on
types of durable medical equipment (DME) and
consumable medical supplies (CMS) available, vendors
who may be able to supply requested DME and CMS,
and potential alternate accommodations, and ensuring
policies and procedures meet ADA requirements.
4.3.4.3 ESF #8 – Public Health and Medical
Coordinate and communicate with San Mateo County
Operational Area to coordinate medical and health
issues of the City of Burlingame and Town of
Hillsborough.
Communicate and coordinate with hospitals in the City
of Burlingame on non-medical issues.
Coordinate with ESF #6 – Mass Care and Shelter on
support for shelters.
4.3.4.4 ESF #11 – Food, Agriculture, and Animal Services
Determine the availability of foods safe for human
consumption within the disaster area.
Secure and deliver food supplies suitable for household
distribution or for congregate meal service as
appropriate for the incident.
Develop a plan of operation that will ensure timely
distribution of food supplies to mass care locations.
Deploy potable water supply tankers or bottled water to
locations identified by ESF #6 – Mass Care and Shelter
and ESF #5 – Management.
Monitor the number of mass feeding sites, including
community and nonprofit food pantries and vendors,
providing food to disaster survivors.
Provide information and assistance to help prevent or
minimize injury to and to preserve, protect, conserve,
stabilize rehabilitate, or restore natural resources.
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Provide protection of historical properties located on
state parks prior to, during, and/or after a
disaster/emergency.
Maintain ongoing agriculture surveillance of affected
communities in order to rapidly identify and address
agriculture-related problems.
Assist with agriculture assessments at the disaster site
to determine agriculture needs and priorities.
Assist with agricultural emergency response and
recovery.
Coordinate the response to animal-related issues,
including disposal services.
Coordinate with volunteer organizations and agencies to
provide volunteer services for animal care upon request.
Identify sites/facilities for boarding and/or quarantining
pets and other domestic animals, if possible.
Expand animal sheltering capacity, as needed. Refer to
the Animal Care Annex for specific
policies/procedures/guidelines.
Expand field animal search and rescue, as needed.
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4.3.5 Transportation Branch (Includes ESF #1 – Transportation)
The Transportation Branch is responsible for maintaining and restoring damaged or destroyed public roadways
and right-of-way and assisting other functions with traffic issues as needed. The Public Works Department is
the lead agency identified for the Transportation Branch. The Transportation Branch includes ESF #1 –
Transportation. Figure 4-6 shows the organizational structure of the Transportation Branch. Specific ESF
responsibilities are summarized below (see ESF annexes for full list of responsibilities).
4.3.5.1 ESF #1 – Transportation
Coordinate general traffic and access control.
Conduct damage assessments of roads and other
transportation infrastructure.
Coordinate response operations to restore and maintain
normal transportation and transit operations.
Coordinate with ESF #13 – Law Enforcement and ESF #4
– Firefighting to identify evacuation routes and provide
transportation assets to support evacuation clearance.
Identify and coordinate transportation to support
emergency response efforts, evacuation orders, and to
support mass care shelters and disaster survivors.
Provide or coordinate transportation assets for
clearance, maintenance, or repair of roads.
Coordinate field resources for debris removal for
roadways and other transportation infrastructure.
Figure 4-6: Transportation Branch
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4.3.6 Public Works Branch (Includes ESF #3 – Public Works and Engineering)
The Public Works Branch is responsible for maintaining and
restoring damaged or destroyed public facilities, evaluating
City of Burlingame and Town of Hillsborough-owned and
structures. Managing/coordinating disaster debris
operations and providing public works and engineering
support as needed to make facilities available to
populations with disabilities and others with access or
functional needs. The Burlingame and Hillsborough Public
Works Departments are the lead agencies identified for the
Public Works Branch and will coordinate and maintain
contact with all private public works contractors to support
their mission. The Public Works Branch includes ESF #3 – Public Works and Engineering. Figure 4-7 shows the
organizational structure of the Public Works Branch. Specific ESF responsibilities are summarized below (see ESF
annexes for full list of responsibilities).
4.3.6.1 ESF # 3 – Public Works and Engineering
Initiate and coordinate safety and damage assessments
of City’s and Town’s infrastructure.
Manage/coordinate the collection and disposal of
disaster debris.
Provide or coordinate the acquisition of equipment and
personnel to support disaster response and recovery
operations such as debris removal, route recovery,
repair, and construction, including through contracts.
Coordinate the provision of services and resources
through contracts, including fuel, custodial services, and
public works resources.
4.3.7 Infrastructure Branch (Includes ESF #12 – Utilities)
The Infrastructure Branch is responsible for establishing
repair priorities, maintaining and restoring infrastructure
such as utilities, and assisting other functions with
infrastructure issues (including the management of
infrastructure for search and rescue operations). Public
Works will coordinate and maintain contact with all private
and municipal utilities (e.g., electric, gas, pipeline, fuel
supply), and the Information Technology Department (ITD)
will coordinate and maintain contact with emergency and
standard telecommunications services. The Infrastructure
Branch includes ESF #12 – Utilities. Figure 4-8 shows the
organizational structure of the Infrastructure Branch.
Specific ESF responsibilities are summarized below (see ESF annexes for full list of responsibilities).
Figure 4-7: Public Works Branch
Figure 4-8: Infrastructure Branch
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4.3.7.1 ESF #12 – Utilities
Coordinate as necessary with county and state agencies
with utilities involvement, such as the California Energy
Commission (electric, gas, fuel supply), Public Utilities
Commission (electric, gas, water/wastewater,
transportation, telecommunications), General Services
Administration (telecommunications), State Water
Resources Control Board (water/wastewater),
Department of Water Resources and utility districts
(dams), Department of Health Services (water quality),
State Fire Marshall (pipelines), etc.
Coordinate directly with utilities and other critical
infrastructure owners and operators on operational
status and restoration priority to support overall
emergency response efforts.
Coordinate field resources to conduct damage
assessments of utilities.
Coordinate field resources for debris removal in
coordination with other ESFs.
4.4 Planning and Intelligence Section (Includes ESF #14 – Recovery)
The activities of the Planning and Intelligence Section will
be coordinated by the designated lead department based
on the nature of the incident. The Field Incident
Commander and the EOC Director will determine the most
appropriate designation for the Planning Section ChiESF
and Staff assignments. Figure 4-9 shows the organizational
structure of the Planning and Intelligence Section.
The Planning and Intelligence Section's primary
responsibility is to collect, evaluate, display, and
disseminate incident information and status of resources.
The Planning and Intelligence Section functions as the
primary support for decision-making to the overall
emergency organization. The Planning and Intelligence
Section also provides anticipatory appraisals and develops
plans necessary to cope with changing field events. During
a disaster or emergency, other agency/department
leadership will advise the Planning and Intelligence Section
Chief on various courses of action from their departmental
level perspective.
The Planning and Intelligence Section ensures that
safety/damage assessment information is compiled, assembled, and reported in an expeditious manner to the
various EOC sections, City of Burlingame and Town of Hillsborough departments, and the San Mateo County
Operational Area EOC or Watch Commander. This assessment information is communicated via pre-
Figure 4-9: Planning and Intelligence
Section
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established channels (including phone/fax/email). The Documentation Unit of the Planning and Intelligence
Section is responsible for the detailed recording of the entire response effort and the preservation of these
records during and following the disaster. The Planning and Intelligence Section will accomplish the following
specific objectives during a disaster or emergency:
Collect initial situation and safety/damage assessment
information.
Display situation and operational information in the EOC
using maps and visual aids.
Disseminate intelligence information to the EOC
Director, EOC Coordinator, EPIO, General Staff, and the
San Mateo County Operational Area EOC or Watch
Commander via pre-determined method of
communication (including phone/fax/email).
Conduct mapping operations.
Prepare summary safety/damage assessment reports
for dissemination to other sections, City of Burlingame
and Town of Hillsborough departments, the California
Governor’s Office of Emergency Services (Cal OES), the
Federal Emergency Management Agency (FEMA), and
the San Mateo County Operational Area via the County
Sheriff’s EOC or Watch Commander or other pre-
established channels.
Prepare required reports identifying the extent of
damage and financial losses.
Determine the City’s and Town’s post-event condition.
Provide planning and intelligence support to other
sections.
Ensure accurate recording and documentation of the
incident.
Prepare EOC Action Plan(s) by Operational Period or
more frequently when situations are changing.
Prepare the After-Action Report.
Prepare a post-disaster recovery plan as appropriate in
accordance with ESF #14 – Recovery.
Maintain proper and accurate documentation of all
actions taken to ensure that all required records are
preserved for future use and Cal OES and FEMA filing
requirements
Acquire technical experts for special interest topics or
special technical knowledge subjects.
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Particular sectors and disciplines are areas key to any
disaster response. It will be the responsibility of the
Planning and Intelligence Section to locate the required
information and make it available to the response
community.
4.4.1 Planning and Intelligence Section C hief
The Planning and Intelligence Section Chief is a member of the General Staff responsible for the collection,
evaluation, forecasting, dissemination, and use of information about the development of the incident and
status of resources. The Planning and Intelligence Chief is responsible for:
Ensuring that the Planning and Intelligence function is
performed consistent with NIMS/SEMS guidelines
Collecting, analyzing, and displaying situation
information
Preparing periodic situation reports
Providing Geographic Information Services (GIS) and
other technical support services to the various
organizational elements within the EOC
Initiating and documenting the EOC Action Plans and
After-Action Report
Completing Incident briefing form (ICS-201), and
conducting Incident briefings
Advance planning
Planning for demobilization
Establishing the appropriate level of organization within
the section, continuously monitoring the Effectiveness
of that organization, and making changes as required
Exercising overall responsibility for the coordination of
unit activities within the section
Reporting to the EOC Director on all matters pertaining
to section activities
4.4.2 Situation Status Unit
The Situation Status Unit is responsible for the collection and organization of incident status and situation
information. The Situation Status Unit is also responsible for the evaluation, analysis, and display of
information for use by EOC staff. Unit responsibilities are summarized below.
Collect, organize, and analyze situation information
from EOC sources. Ensure orderly flow of information
within the EOC.
Seek available information from any verifiable source
that may be useful in the development of current
situation assessments of the affected area.
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Develop situation status reports for dissemination to
Planning and Intelligence Section Chief, EOC Director,
and other Section Chiefs to initiate the action planning
process
Coordinate with the Liaison Officer to transmit approved
reports to the San Mateo County Operational Area EOC
via pre-established channels and/or the Watch
Commander.
Evaluate the content of all incoming field situation and
major incident reports to develop and maintain current
maps and other displays (including the locations and
types of incidents).
Assess, verify, and prioritize situation information for
situation intelligence briefings and situation status
reports.
4.4.3 Documentation Unit
The Documentation Unit is responsible for initiating and preparing EOC Action Plans and After-Action Reports,
maintaining accurate and complete incident files, establishing and operating an EOC message center, providing
copying services to EOC personnel, and preserving incident files for legal, analytical, and historical purposes. Unit
responsibilities are summarized below.
Maintain an accurate and complete record of significant
disaster events.
Assist other parts of the EOC organization in setting up
and maintaining files, journals, and special reports.
Collect and organize all written forms, logs, journals, and
reports at completion of each shift from all sections.
Establish and operate a message center at the EOC and
assign appropriate internal and external message
routing.
Provide documentation and copying services to EOC
staff.
Compile, copy, and distribute EOC Action Plans as
directed by the Section Chiefs.
Compile, copy, and distribute After Action Report with
input from other sections/units.
4.4.4 Damage Assessment Unit
The Damage Assessment Unit is responsible for maintaining detailed records of safety/damage assessment
information and supporting the documentation process. Unit responsibilities are summarized below.
Collect safety/damage assessment information from the
Operations Section and other verifiable sources and
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prepare appropriate reports and provide them to the
Planning and Intelligence Section Chief.
Coordinate with the Public Works and Infrastructure
Branches of the Operations Section for exchange of
information.
Coordinate with San Mateo County Public Works
representative when assigned to the City of Burlingame
or Town of Hillsborough.
Utilize the San Mateo County Operational Area
safety/damage assessment procedures and forms via
pre-established channels.
4.4.5 Advance Planning/Recovery Unit
The Advance Planning/Recovery Unit is responsible for developing reports and recommendations for future
time periods, for preparing reports and briefings for use in strategy and/or planning meetings including EOC
Action Plans, and for ensuring that Burlingame/Hillsborough requests all emergency assistance and disaster
recovery costs for which it is eligible. The Advance Planning/Recovery Planning Unit is also responsible for
conducting all initial recovery operations and preparing the EOC organization for transition to a recovery
operations organization to restore the City of Burlingame and the Town of Hillsborough to pre-disaster
condition as quickly and Effectively as possible. Unit responsibilities are summarized below.
Develop issues and requirements related to a time
period, normally 12 to 72 hours in advance.
Prepare special reports and briefings as necessary for
use in strategy and/or planning meetings.
Monitor action planning activity to determine the shift
in operational objectives from response to recovery.
Ensure that the City of Burlingame and Town of
Hillsborough receives all emergency assistance and
disaster recovery costs for which they are eligible.
Ensure that the City of Burlingame and Town of
Hillsborough are prepared to participate jointly with
FEMA, Cal OES, San Mateo County Operational Area,
and nonprofit organizations to expedite disaster
assistance for individuals, families, businesses, public
entities, and others entitled to disaster assistance.
Ensure that required and/or approved mitigation
measures are carried out.
Consider taking advantage of disaster-caused
opportunities to correct past poor land-use practices
while ensuring that legal safeguards for property owners
and the jurisdiction are observed.
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4.4.5.1 ESF #14 – Recovery
ESF #14 – Recovery is responsible for coordinating initial recovery efforts, including identifying, developing,
and implementing recovery priorities, coordinating damage and recovery needs assessments, implementing
financial disaster recovery measures, restoring government services, and transitioning activities and
responsibilities for long-term recovery to a Long-Term Recovery Organization, as necessary. ESF #14 is
supported by a Recovery Planning Unit in the Planning and Intelligence Section.
4.4.6 Technical Specialists
Technical Specialists are advisors with special skills needed to support a field or function not addressed
elsewhere or by any other discipline. Technical Specialists (who may or may not be employees of public or
private agencies) may report to the Planning and Intelligence Section Chief, function within an existing unit
such as the Situation Status Unit, form a separate unit if required or be reassigned to other parts of the
organization (Operations, Logistics, or Finance and Administration).
4.5 Logistics Section
The Logistics Section’s primary responsibility is to ensure the
acquisition, transportation, and mobilization of resources to
support the response effortat the disaster sites, public shelters,
EOCs, etc. Logistics provides all necessary personnel, supplies,
and equipment procurement support. Methods for obtaining
and using facilities, equipment, supplies, services, and other
resources to support emergency response at all operational sites
during disaster or emergency conditions will be the same as that
used during normal operations unless authorized by the EOC
Director or emergency orders of the City Councils. The
Burlingame Parks and Recreation Director serves as the Logistics
Section Chief and the Burlingame Recreational Supervisor and
Public Works Assistant Director serves as alternates to the
Logistics Section Chief. Burlingame and Hillsborough IT Analyst
serves as the IT Unit Leader. Figure 4-10 shows the
organizational structure of the Logistics Section.
The Logistics Section will accomplish the following specific
objectives during a disaster or emergency:
Collect information from other sections to determine
needs and prepare for expected operations.
Coordinate provision of logistical support with the EOC
Director.
Prepare required reports identifying the activities
performed by the Logistics Section.
Determine the logistical support needs and plan for both
immediate and long-term requirements.
Maintain proper and accurate documentation of all actions taken and all items procured to ensure that all
required records are preserved for future use and Cal OES and FEMA filing requirements.
Figure 4-10: Logistics Section
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4.5.1 Logistics Section Chief
The Logistics Section Chief is responsible for supporting the response effort and the acquisition,
transportation, and mobilization of resources. The Logistics Section Chief is responsible for:
Managing and tracking assessments
Managing all radio, data, and telephone needs of the
EOC
Coordinating transportation resources and supporting
transportation needs for law enforcement and other
first responders
Managing personnel issues and registering volunteers as
Disaster Services Workers (DSW)
Obtaining all materials, equipment, and supplies to
support emergency operations
Coordinating management of facilities used during
disaster response and recovery
Establishing the appropriate level of organization within
the section, continuously monitoring the Effectiveness
of that organization, and making changes as required
Forming additional units as dictated by the situation
Exercising overall responsibility for the coordination of
branch, group, and unit activities within the Logistics
Section
Coordinating the provision of logistical support for the
EOC
Reporting to the EOC Director on all matters pertaining
to Logistics Section activities
4.5.2 Personnel Unit
The Personnel Unit is responsible for obtaining, coordinating, and allocating all non-fire and non-law
enforcement mutual aid personnel support requests received. Unit responsibilities are summarized below.
Coordinate all personnel support requests received at or
within the EOC, including any category of personnel
support requested from the EOC functional elements or
from City of Burlingame or Town of Hillsborough
response elements in the field.
Identify sources and maintain an inventory of personnel
support and volunteer resources. Request personnel
resources from those agencies as needed.
Assign personnel within the EOC as needs are identified.
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Coordinate Emergency Management Mutual Aid
(EMMA) as necessary through the San Mateo County
Operational Area via the San Mateo County Operational
Area EOC or Watch Commander.
4.5.3 Facilities Unit
The Facilities Unit is responsible for ensuring that adequate facilities are provided for the response effort,
including securing access to the facility and providing staff, furniture, supplies, and materials necessary to
configure the facility in a manner adequate to accomplish the mission. Unit responsibilities are summarized
below.
Coordinate and oversee the management of and
support to the EOC and other essential facilities and
sites used during disaster operations.
Coordinate with other EOC branches, groups, and units
for support required for facilities.
Support activities for restoration of disrupted services
and utilities to facilities.
Coordinate with Finance and Administration Section on
any claims or fiscal matters relating to facilities
operations.
Close out each facility when no longer needed.
4.5.4 Resource Management Unit (Includes ESF #7 – Resources)
The Resource Management Unit includes ESF #7 – Resources and is responsible for maintaining detailed
tracking records of resources allocation and use (resources already in place, resources requested but not yet
on scene, and estimates of future resource needs), for maintaining logs and invoices to support the
documentation process, and for resources information displays in the EOC. It cooperates closely with the
Operations Section (to determine resources currently in place and resources needed) and with the Planning
and Intelligence Section (to provide resources information to the EOC Action Plan). Specific ESF responsibilities
are summarized below (see ESF annexes for full list of responsibilities).
Receive, analyze, and process resource request.
Identify, mobilize, track, and demobilize resources
needed to support response operations.
Coordinate and oversee the allocation and distribution
of resources not normally obtained through existing
mutual aid sources, such as food, potable water,
petroleum fuels, heavy and special equipment, and
other supplies and consumables.
Provide supplies for the EOC, field operations, and other
necessary facilities.
Coordinate and arrange for food for EOC, field
operations, and necessary facilities (in coordination with
ESF # 11 – Food, Agriculture, and Animal Services).
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Determine if the required items exist within the City of
Burlingame and Town of Hillsborough supply systems.
Determine the appropriate supply houses, vendors, or
contractors who can supply the item, product, or
commodity if City of Burlingame and Town of
Hillsborough stocks do not exist.
Purchase items within limits of delegated authority from
Finance and Administration Section.
Coordinate with the Finance and Administration Section
on actions necessary to purchase or contract for items
exceeding delegated authority.
Arrange for the delivery of the items requisitioned,
contracted for, or purchased.
Maintain records to ensure a complete accounting of
supplies procured and monies expended.
Support activities for restoration of disrupted services
and utilities.
Prepare and maintain displays, charts, and lists that
reflect the current status and location of controlled
resources, transportation, and support vehicles.
Establish resources reporting system for field and EOC
units.
Prepare and process resource status change
information.
Provide information to assist the Situation Status and
Documentation Units of the Planning and Intelligence
Section in strategy planning and briefing presentations.
4.5.5 Volunteer and Donations Management Unit (Includes ESF # 17 – Volunteer and
Donations)
ESF #17 – Volunteer and Donations Management provides guidance for the engagement and coordination of
volunteers, volunteer services, and donations management in an emergency and establishes a consistent
framework for coordinating with volunteer organizations supporting a response. Specific ESF responsibilities
are summarized below (see ESF annexes for full list of responsibilities).
Volunteers
Ensure that all DSWs and volunteers are registered and
integrated into the emergency response system.
Identify the type of volunteers needed based on the
priorities for provision of critical needs (food, water,
shelter, healthcare, and urban search and rescue).
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Coordinate with the volunteer agencies for volunteer
involvement, activation, and the management of
spontaneous volunteers.
Coordinate with ESF #15 – Public Information to develop
clear communication strategies with the local news
media for the types of volunteers needed.
Coordinate with ESF #7 – Resources to create the
volunteer staging areas or emergency volunteer centers
within the emergency area.
Track the number of volunteers, agencies involved in
volunteer efforts, issues that arise, hours worked, and
the location for all volunteer staging areas.
Provide status updates and other information to ESF #5
– Management.
Donations
Determine the initial needs assessment for donated
goods.
Identify operating facilities suitable as donation
warehouses and distribution sites.
Coordinate with ESF #15 – Public Information on
developing the messages for the types and amount of
donations needed, as well as the donations drop-off
location.
Coordinate with ESF #7 – Resources when receiving and
sorting unsolicited items to be transferred to
distribution sites for distribution to disaster victims.
Distribution sites should be established as close to the
disaster area as safely possible for disaster victims to
obtain needed items that may be available.
Direct inquiries concerning donations for a specified
organization to that organization. Once a donation has
been accepted by a specific agency, it becomes the
property of that agency.
Direct unsolicited and undesignated donations to an
agency that has agreed to accept such goods and
services. If a donation arrives unsolicited, but can be
used, it will be accepted and directed to the appropriate
location/agency. Donations that cannot be used or that
are deemed a health hazard may be rejected.
Coordinate with ESF #1 – Transportation for the
transport of donations from the collection and
warehouse sites to the distribution sites, if necessary.
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Establish proper procedures or policies for any cash,
credit, or check donations.
Provide status updates and other information to ESF #5
– Management.
4.5.6 Information Technology/Communications Unit (Includes ESF #2 – Communications)
The Information Technology/Communications Unit includes ESF# 2 – Communications and is responsible for
managing all radio, data, and telephone needs to support the response. Specific ESF responsibilities are
summarized below (see ESF annexes for full list of responsibilities).
Notify support agencies and oversee the installation,
activation, and maintenance of all radio, data, and
telephone communications services inside of the EOC
and between the EOC and outside agencies.
Determine the appropriate placement of all radio
transmitting equipment brought to the EOC to support
operations. Approve all radio frequencies to minimize
interference conditions.
Provide necessary communication system operators
and ensure Effective continuous 24-hour operation of all
communications services.
Copy and log incoming radio, data, and telephone
reports on situation reports, major incident reports,
resource requests, and general messages.
Make special assignment of radio, data, and telephone
services as directed by the EOC Director.
Organize, place, and oversee the operation of amateur
radio services working in support of the EOC.
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4.6 Finance and Administration Section
The Finance and Administration Section at the EOC is responsible
for tracking and approval of all expenditures and costs
associated with the activation and operations of the EOC. It is
anticipated that any citywide emergency response may require
some complex purchasing arrangements not common to other
disasters. Any authority for purchases or costs not expressly
conveyed to the activated EOC are to be coordinated through
and approved by the Finance and Administration staff at the
EOC.
The Director of Finance serves as the Finance and Administration
Section Chief. Oversight by the City Manager’s and City Auditor’s
Offices will also provide assistance. Figure 4-11 shows the
organizational structure of the Finance and Administration
Section.
The Finance and Administration Sections responsibilities are:
Maintain
to the greatest extent possible the financial systems
necessary to keep the City of Burlingame and Town of
Hillsborough functioning during a disaster or
emergency.
These systems include:
✓ Payroll
✓ Payments
✓ Revenue collection
✓ Claim processing
✓ Cost recovery documentation
Supervise the negotiation and administration of vendor
and supply contracts and procedures.
Preserve all required records for future use and Cal OES
and FEMA filing requirements through maintenance of
proper and accurate documentation of all actions taken.
4.6.1 Finance and Administration Section Chief
The Finance and Administration Section Chief supervises the financial support, response, and recovery for the
disaster or emergency; ensures that the payroll and revenue collection process continue; and activates the
Disaster Accounting System. The Finance and Administration Section Chief will:
Implement a Disaster Accounting System
Maintain financial records of the emergency
Figure 4-11: Finance and
Administration Section
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Track and record all agency staff time
Process purchase orders and contracts in coordination
with Logistics Section
Process worker’s compensation claims received at the
EOC
Handle travel and expense claims
Provide administrative support to the EOC
Establish the appropriate level of organization within
the section, continuously monitor the Effectiveness of
that organization, and make changes as required
Exercise overall responsibility for the coordination and
supervision of all unit activities within the section
Ensure that the section is supporting other EOC sections
consistent with priorities established in the EOC Action
Plan
Keep the EOC Director updated on all significant
financial developments
4.6.2 Purchasing Unit
The Purchasing Unit is responsible for administering all financial matters pertaining to purchases, vendor
contracts, leases, fiscal agreements and tracking expenditures. The Purchasing Unit is responsible for
coordinating with the Resources Management Unit in the Logistics Section to identify sources of equipment,
prepare and sign equipment rental agreements, and process all administrative paperwork associated with
equipment rental and supply contracts, including incoming and outgoing mutual aid resources. The Purchasing
Unit is also responsible for ensuring that all records identify scope of work and site-specific work location. Unit
responsibilities are summarized below.
Coordinate with ESF #7 – Resources to identify sources
for equipment, expendable materials, and resources.
Manage all equipment rental agreements.
Initiate vendor contracts associated with EOC activities
within purchase authority limits established by City
Council or EOC Director.
Process all administrative paperwork associated with
equipment rental and supply contracts.
4.6.3 Cost Recovery Unit
The Cost Recovery Unit should be activated at the onset of any disaster or emergency and is responsible for
maintaining the Disaster Accounting System and procedures to capture and document costs relating to a
disaster or emergency in coordination with other sections and departments. The Cost Recovery Unit also acts
as liaison with the disaster assistance agencies and coordinates the recovery of costs as allowed by law.
Maintenance of records in such a manner that will pass audit is also an extremely important task of this Unit.
Unit responsibilities are summarized below.
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Document information for reimbursement from the
state and federal governments.
Activate and maintain Disaster Accounting System.
Coordinate documentation of costs with other sections
and departments.
Coordinate cost recovery with disaster assistance
agencies.
4.6.4 Compensation and Claims Unit
The Compensation and Claims Unit is responsible for managing the investigation and compensation of physical
injuries and property damage claims involving the City of Burlingame and Town of Hillsborough arising out of a
disaster or emergency, including completing all forms required by worker’s compensation programs and local
agencies, maintaining a file of injuries and illnesses associated with the incident, and providing investigative
support of claims and for issuing checks upon settlement of claims. Unit responsibilities are summarized
below.
Accept as agent for the City of Burlingame or Town of
Hillsborough claims resulting from a disaster or
emergency.
Collect information for all forms required by worker’s
compensation and local agencies.
Maintain a file of injuries and illnesses associated with
the personnel activity at the EOC and maintain a file of
written witness statements on injuries.
Manage and direct all compensation for injury
specialists and claims specialists assigned to the disaster
or emergency.
Provide investigative support in areas of claims for
bodily injury and property damage compensation
presented to the City of Burlingame or Town of
Hillsborough.
4.6.5 Cost Analysis Unit
The Cost Analysis Unit is responsible for providing cost analysis data for the incident to help the planning and
recovery efforts. The Cost Analysis Unit must ensure that all pieces of equipment and personnel that require
payment are properly identified, obtain and record all cost data, analyze and prepare estimates of incident
costs and maintain accurate records of incident costs.
The Cost Analysis Unit will be increasingly tasked to support the planning function in terms of cost estimates of
resources used. The Cost Analysis Unit must maintain accurate information on the actual costs for the use of
all assigned resources. Unit responsibilities are summarized below.
Provide all cost analysis activity associated with EOC
operation.
Obtain and record all cost data for the disaster or
emergency.
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Ensure the proper identification of all equipment and
personnel requiring payment.
Analyze and prepare estimates of EOC costs.
Maintain accurate record of EOC costs.
4.7 City Department and Agency Requirements for Emergency Preparedness
Each City department and agency is responsible for ensuring that critical staff are identified and trained at
levels that enable Effective execution of existing response plans, procedures, and policies. Departments and
agencies tasked by this EOP with specific emergency management responsibilities should complete the
following actions:
Maintain current internal personnel notification rosters
and standard operating procedures to perform assigned
tasks (notifications, staffing, etc.) and provide all
relevant information to CCFD for planning purposes.
Provide CCFD with your department or agency’s current
contacts, including primary and alternate phone
numbers and email addresses for primary and alternate
contacts.
Analyze need and determine specific communications
and information sharing resource needs and
requirements.
Identify potential sources of additional equipment and
supplies.
Ensure continuous leadership and authority for
emergency actions and decisions in emergency
conditions.
Protect records, facilities, and organizational equipment
deemed essential for sustaining government functions
and conducting emergency operations.
Identify and ensure that alternate operating locations
are available if the primary location suffers damage,
becomes inaccessible, or requires evacuation.
Protect emergency response staff by obtaining personal
protective equipment for responders. And encouraging
staff to prepare family disaster plans, including
arrangements for the safety and welfare of emergency
worker’s families if sheltering is required.
4.8 Operational Area, State, and Federal Assistance
In accordance with NIMS and SEMS, if the City of Burlingame or the Town of Hillsborough is overwhelmed,
assistance may be requested from the Operational Area, managed by San Mateo County. If the Operational
Area is unable to supply the requested support, it may direct the request to the state via the Regional
Emergency Operations Center (REOC). If federal assistance is required, a request for federal assistance is
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generated by the REOC, submitted to the State Operations Center (SOC) for approval, and transmitted to
FEMA.
The responsibilities of the Operational Area, state, and federal organizations can be found in the San Mateo
County Emergency Operations Plan, the State of California Emergency Plan, and the National Response
Framework.
4.9 Prevention Roles and Responsibilities
The City of Burlingame and the Town of Hillsborough Police Departments in close coordination with San Mateo
County Sheriff works with the Northern California Regional Intelligence Center (NCRIC) to obtain, analyze, and
disseminate intelligence information to prevent crimes and terrorist threats of all sizes and magnitude.
4.10 Protection and Restoration of Critical Infrastructure and Key Resource
Prior to a disaster, the City of Burlingame and Town of Hillsborough Police Departments and the San Mateo
County Sheriff work in close coordination with critical infrastructure owners and operators to protect and
prevent damage to infrastructure.
4.11 Managing and Incorporating Unaffiliated Volunteers in Emergency Operations
ESF #17 – Volunteer and Donations Management provides guidance for the engagement and coordination of
volunteers, volunteer services and donations management in an emergency, and establishes a consistent
framework for coordinating volunteers (affiliated and unaffiliated). The Human Resources Management
Department is identified as the lead for ESF #17 – Volunteer and Donations Management.
4.12 Public Safety Enforcement
ESF #13 – Law Enforcement provides for the safety of citizens and security of property during public
emergencies. ESF #13 – Law Enforcement prescribes the procedures for the command, control, and
coordination of citywide law enforcement personnel to support emergency operations. ESF #13 – Law
Enforcement also provides for the coordination between city and county agencies.
4.13 Credentialing
Each jurisdiction’s Human Resources Department maintains a list of all personnel who have taken and passed
the required SEMS and NIMS training required for EOC positions.
Individual departments are required to maintain a roster of training and credentials required for their
personnel. All lists are to be updated quarterly and provided to CCFD.
4.14 Resources Management
The City of Burlingame and Town of Hillsborough manage and maintain their own resources.
Jurisdictions are responsible for developing a comprehensive resource management tracking system to
inventory and type resources owned. Each jurisdiction will be responsible for following reimbursement
procedures for proclaimed and/or declared events.
4.15 Mutual Aid
The City of Burlingame and Town of Hillsborough are signatory jurisdictions to the California’s Disaster and
Civil Defense MMAA. This Agreement obligates each signatory entity to provide aid to each other during an
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emergency without expectation of reimbursement. Under specific conditions, federal and state monies may be
appropriated to reimburse public agencies who aid other jurisdictions. If other agreements, memoranda, and
contracts are used to provide assistance for consideration, the terms of those documents may affect disaster
assistance eligibility and local entities may only be reimbursed if funds are available.
Mutual aid is intended to ensure that adequate resources, facilities, and other emergency support are
provided to jurisdictions whenever their own resources prove to be inadequate to cope with a given situation.
To facilitate coordination and flow of mutual aid, Cal OES oversees six mutual aid regions among the three
administrative regions. The City of Burlingame and Town of Hillsborough are located in Mutual Aid Region II
within the Cal OES Coastal Region.
California’s mutual aid system is discipline specific: law enforcement, fire service and rescue, emergency
services and medical and health services.
4.15.1 Law Enforcement Mutual Aid
The Law Enforcement Mutual Aid System is an ongoing cooperative effort among law enforcement agencies to
coordinate state resources in support of local law enforcement during a wide range of emergencies. The Cal
OES Law Enforcement Branch coordinates all inter-regional and state agency activity relating to mutual aid
under the Law Enforcement Mutual Aid Plan, Search and Rescue Mutual Aid Plan, and the Coroner Mutual Aid
Plan. Law enforcement mutual aid is coordinated through seven mutual aid regions in California.
◼ Law Enforcement Mutual Aid Plan: The Law Enforcement Mutual Aid Plan delineates current state policy
concerning law enforcement mutual aid. The plan describes the standard procedures used to acquire law
enforcement mutual aid resources and the method to ensure coordination of law enforcement mutual aid
planning and readiness at the local, state, and federal levels.
◼ Search and Rescue Mutual Aid Plan: The Search and Rescue (SAR) Mutual Aid Plan supports and coordinates
responses of personnel and equipment to SAR incidents that include:
✓ Searching for, locating, accessing, stabilizing, rescuing, and transporting victims in/from locations that
are not reasonably accessible from roadways
✓ Searching for downed aircraft
✓ Conducting high-angle rope rescue
✓ Implementing water rescues from the ocean, swift water, or flood
✓ Operating in areas where access to victims requires equipment and personnel transported by foot or
unconventional vehicles
✓ Operating in locations remote from vehicular access
✓ Operating in situations that require responder personal self-sufficiency
✓ Operating during prolonged operational periods in wilderness terrain and dangerous weather, and
✓ Investigations of missing person incidents that may involve criminal acts
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4.15.2 Fire Service and Rescue Mutual Aid System
The Cal OES Fire and Rescue Branch coordinates all inter-regional and state agency activity relating to mutual
aid under the California Fire Service and Rescue Mutual Aid Plan. The mutual aid plan provides for systematic
mobilization, organization, and operation of necessary fire and rescue resources on local, operational area,
regional, statewide basis in order to mitigate the effects of disasters, whether natural or human-caused.
For additional information regarding this system’s organization, responsibilities, and procedures, refer to the
California Fire Service and Rescue Emergency Mutual Aid System, Mutual Aid Plan.
◼ Urban Search and Rescue Mutual Aid Program: The Cal OES Fire and Rescue Branch supports and
coordinates responses of personnel and equipment to Urban Search and Rescue (US&R) incidents that
include searching for, locating and rescue of victims from locations that are reasonably accessible from
roadways as well as for locating and rescuing victims of urban accidents and disasters with heavy rescue and
fire suppression capabilities that are generally truck-based. A US&R incident (typically known location of
victims) would include searching for, locating and rescuing victims of structure collapse, construction cave-
ins, trench, confined space, high angle structure rope rescue and similar accidents and disasters and water
rescues (ocean, swift water, and flood.)
4.15.3 Medical Health Mutual Aid System
The California Emergency Medical Services Authority (EMSA) administers the Medical/Health Mutual Aid
System. The purpose of the system is to identify, attain, and mobilize medical supplies and personnel from
unaffected regions of the State to meet the needs of disaster victims. The coordination and acquisition of
medical/health mutual aid resources involves federal, state, and local agencies as well as the private sector
(hospitals, medical supply vendors, ambulance companies, etc.). ESF #8 – Public Health and Medical includes
additional details regarding this process.
When local resources are exhausted requests for medical mutual aid should go through the Medical/Health
Operational Area Coordinator (MHOAC). The MHOAC shall assist the Operational Area coordinator in the
coordination of medical and health disaster resources within the operational area and be the point of contact in
that Operational Area, for coordination with the Regional Disaster Medical Health Coordinator, Cal OES, Cal OES
Coastal Region, the California Department of Public Health, and EMSA.
4.15.4 Emergency Management Mutual Aid System
The EMMA Plan describes the process by which local, Operational Area, regional, and state organizations
coordinate to support all other emergency services not included in the other systems. Requests are
coordinated and met through utilization of SEMS. EMMA is a sub-system with the purpose of providing
emergency management personnel from unaffected areas to support disaster operations in affected
jurisdictions.
In order to carry out the concepts of the Emergency Managers Mutual Aid Plan, the state has prepared a
companion Emergency Managers Mutual Aid Guidance document that provides policies, procedures,
checklists, and forms to support mutual aid administration.
4.15.5 Mutual Aid Coordination
All mutual aid requests from the City of Burlingame and/or the Town of Hillsborough will be made through the
San Mateo County Operational Area EOC (if activated) or the on-duty Watch Commander (if the EOC is not
activated).
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The San Mateo County Operational Area then requests law, public works, emergency management, or other
mutual aid through its regular channels. Fire mutual aid is coordinated through the designated Regional Fire
Coordinator.
Emergency Medical Services and Public Health mutual aid requests are sent directly to the MHOAC through the
San Mateo County EMS Agency. ESF #8 – Public Health and Medical details this process.
City of Burlingame and Town of Hillsborough Police Departments and Central County Fire Department will
appoint representatives to serve as their Agency Representatives and work with the Operational Area to request
mutual aid assistance.
4.15.6 Public Works Mutual Aid Coordination
All Public Works mutual aid requests from Burlingame and/or Hillsborough will be made through the San Mateo
County Operational Area EOC (if activated) or the on-duty Watch Commander (if the EOC is not activated). Refer
to the County of San Mateo Public Works Mutual Aid Agreement.
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SECTION 5 DIRECTION, CONTROL, AND COORDINATION
5.1 Framework for Direction and Control
In accordance with the Standardized Emergency Management System (SEMS) and the National Incident
Management System (NIMS), Command is responsible for the directing, ordering, and/or controlling of
resources at the field response level. Management is responsible for overall emergency policy and
coordination at the Emergency Operations Center (EOC).
Command: A key concept in all emergency planning is to establish command and tactical control at the lowest
level that can perform that role Effectively in the organization. In the Incident Command System (ICS), the
Incident Commander (IC), with appropriate policy direction and authority from the responding agency, sets the
objectives to be accomplished and approves the strategy and tactics to be used to meet those objectives. The IC
has overall responsibility for the incident. The IC will be the best qualified person at the scene, and as such, the
position is incident dependent.
If the event covers multiple jurisdictions, a unified command may be established and the Unified Commander
(UC) will have overall control and the City of Burlingame/Town of Hillsborough will support the Unified
Command.
Management: The EOC serves as a central location from which multiple agencies or organizations coordinate
information collection and evaluation, resource management, and determine/establish policy decisions. The
EOC works to support the incident on-scene. Within the EOC, the Management function:
◼ Facilitates multi-agency coordination and executive decision making in support of the incident response
◼ Implements the policies established by the governing bodies
◼ Facilitates the activities of the Multi-Agency Coordination (MAC) Group
◼ Provides accurate and timely emergency information to the public
5.2 Coordination and Communication Flow
This section describes how field units, Department Operation Centers (DOCs), and the City of Burlingame and
Town of Hillsborough EOC coordinate and communicate. In general, the EOC is activated to support field
operations when an emergency requires additional resources or coordination. Field IC(s) and the EOC will
establish communications when the EOC is activated. The IC(s) will communicate with their DOCs. The DOCs
will in turn communicate with the EOC.
The EOC will establish communications with the Operational Area EOC. The Operational Area EOC will
communicate with the regional emergency operations center (REOC) and the REOC will communicate with the
State Operations Center (SOC).
5.2.1 Incident Command
ICs in the field are responsible for the following actions:
◼ Set the incident objectives, strategies, and priorities for the incident.
◼ Request resources via the chain of command, through the appropriate DOC.
◼ Route Unified Command Post (UCP) requests through the DOC affiliated with requesting UC member.
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◼ Support departments on scene.
◼ Requests for resources of departments not on scene will be routed through the DOC affiliated with the IC/UC
and forwarded to the appropriate EOC branch.
◼ Receive, manage, and command the resources upon arrival (for example, fire engines, shelter tents, air-
tactical units, and food supplies).
5.2.2 Department Operations Center
The DOC is responsible for the following actions:
◼ Receive resource requests from the IC and fulfill the request from department resources or channel the
resource requests to either a discipline-specific mutual aid system or the appropriate EOC branch.
◼ Maintain and/or facilitate communication and coordination between the IC and the EOC.
◼ May assign and/or receive resource requests from the EOC.
5.2.3 Emergency Operations Center
The EOC is responsible for the following actions:
◼ Receive resource requests from the DOC and/or field and manage those requests or forward them to the
appropriate EOC section (e.g., Logistics), branch, unit, or mutual aid system.
◼ Receive resource requests from other branches within the EOC and manage those requests or forward them
to a DOC for action.
◼ May establish resource allocation priorities and share them with DOCs.
◼ Receive situation reports from the DOC and ensure data is made available to the EOC and captured by the
EOC Planning and Intelligence Section Situation Status Unit to be included in the common operating picture.
◼ Maintain communication and coordination between other EOC branches, subsequent groups and units,
appropriate DOCs, nongovernmental organizations, special districts, and private sector organizations.
5.3 Multi-jurisdictional Coordination Systems and Processes
SEMS is the cornerstone of California’s emergency response system and the fundamental structure for the
response phase of emergency management. SEMS is required by the California Emergency Services Act (ESA)
for managing multi-agency and multi-jurisdictional responses to emergencies in California. The system unifies
all elements of California’s emergency management community into a single integrated system and
standardizes key elements. SEMS incorporates the use of the Incident Command System (ICS), California
Disaster and Civil Defense Master Mutual Aid Agreement (MMAA), the Operational Area concept, and multi-
agency or interagency coordination. State agencies are required to use SEMS and local government entities
must use SEMS in order to be eligible for any reimbursement of response-related costs under the state’s
disaster assistance programs.
In addition to SEMS, the City of Burlingame and Town of Hillsborough follow and comply with the NIMS.
5.3.1 Multi-agency Coordination Groups
Larger scale emergencies involve one or more responsible jurisdictions and/or multiple agencies. Management
personnel from the responsible jurisdictions form a Unified Command and/or a MAC Group. Provision is made
for situation assessment, determining resources requirements, establishing a logistical system and allocating
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resources. EOCs, dispatch centers, and other essential facilities located in, or adjacent to, the affected area are
activated. The Cal OES Coastal REOC and SOC are activated to support the Operational Area needs.
◼ Multi-agency Coordination System (MACS): Multi-agency coordination is a process that allows all levels of
government and all disciplines to work together more efficiently and effectively. Multi-agency coordination
occurs across the jurisdictional lines, or across levels of government. The primary function of MACS is to
coordinate activities above the field level and to prioritize the incident demands for critical or competing
resources. MACS consist of a combination of elements: personnel, procedures, protocols, business practices,
and communications integrated into a common system.
◼ MAC Groups: Agency administrators/executives who are authorized to represent or commit agency
resources and funds are brought together to form MAC Groups. MAC Groups may be established at any level
or in any discipline. Under SEMS, MAC Group activities are typically facilitated by EOCs. A MAC Group can
accomplish the following:
✓ Commit agency resources and funds
✓ Provide coordinated decision making
✓ Allocate resources among cooperating agencies
✓ Establish priorities among incidents
✓ Harmonize agency policies
✓ Provide strategic guidance to support incident management activities
5.4 Relationship among Local Plans
Emergency management involves several kinds of plans. While this Emergency Operations Plan (EOP) may
serve as the centerpiece for the City of Burlingame and the Town of Hillsborough’s emergency response plan,
it does not and cannot cover all aspects of emergency preparedness. The EOP defines the scope of
preparedness and emergency management activities necessary to respond and recover from a wide range of
anticipated hazards and threats. The Burlingame/Hillsborough EOP accomplishes the following:
◼ Assigns responsibility to organizations and individuals for carrying out specific actions that exceed routine
responsibility at projected times and places during an emergency
◼ Sets forth lines of authority and organizational relationships and shows how all actions will be coordinated
◼ Describes how people (including unaccompanied minors, individuals with disabilities, others with access and
functional needs, and individuals with limited English proficiency) and property are protected
◼ Identifies personnel, equipment, facilities, supplies, and other resources available within the jurisdiction or
by agreement with other jurisdictions
The EOP contains both Emergency Support Function (ESF) annexes and Incident Annexes. The ESFs pre-
designate a jurisdictional lead agency to provide coordination and oversight over the functional area. The
incident annexes describe unique response details that apply to that specific hazard.
The Burlingame/Hillsborough EOP works in tandem with other plans:7
7 U.S. Department of Homeland Security Federal Emergency Management Agency Comprehensive Preparedness Guide
(CPG) 101 Version 2: Developing and Maintaining Emergency Operations Plans; November 2010 [electronic copy].
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◼ Department/Agency Emergency Plans and Procedures: The EOP works with individual department
emergency plans and procedures. Each department or agency within the City of Burlingame and Town of
Hillsborough is expected to have an individual emergency response plan or procedures that describe how
the department or agency will support emergency response efforts both in the field and in the EOC.
◼ Continuity plans: Continuity of Operations Plans (COOPs) outline mission essential functions that must be
performed during an incident that disrupts normal operations and the methods by which these functions
will be performed. They also describe the process for timely resumption of normal operations once the
emergency has ended. COOPs address the continued performance of core capabilities and critical operations
during any potential incident.
◼ Recovery plans: Post-disaster redevelopment plans or long-term recovery plans developed prior to a
disaster enable jurisdictions to Effectively direct recovery activities and expedite a unified recovery effort
Pre-incident planning performed in conjunction with community development planning helps to establish
recovery priorities, incorporate mitigation strategies in the wake of an incident, and identify options and
changes that should be considered or implemented after an incident. Post-incident community recovery
planning serves to integrate the range of complex decisions in the context of the incident and works as the
foundation for allocating resources. The City of Burlingame and Town of Hillsborough participate in the
LHMP Recovery Annex. This Disaster Recovery Framework (DRF) and Recovery Support Functions (RSFs)
support recovery planning efforts and increase resilience.
◼ Mitigation plans: The City of Burlingame and Town of Hillsborough participate in a Joint Powers Agreement
(JPA) in San Mateo County. The San Mateo County Local Hazard Mitigation Plan (LHMP) outlines the County’s
individual jurisdiction’s strategy for mitigating the hazards it faces. The Disaster Mitigation Act of 2000
requires jurisdictions seeking certain disaster assistance funding to have approved mitigation plans. Existing
plans for mitigating hazards are relevant to an EOP since both originate from a hazard-based analysis and
share similar component requirements.
◼ Joint Operational Plans or Regional Coordination Plans: The Bay Area Urban Area Security Initiative and the
Regional Catastrophic Preparedness Grant initiatives are programs that Central County Fire Department, as
a member of the San Mateo County Emergency Managers Association, use to assist in the development of
operational plans and regional plans. Plans include debris management, mass fatality, mass
transportation/evacuation, volunteer and donations management, mass care and shelter and a joint
information and mass notification plan. These plans describe how the jurisdictions will coordinate and work
together throughout the Bay Area Region to respond and recover from a catastrophic event. Additionally,
the Bay Area Regional Emergency Coordination Plan describes how the state will coordinate its response
efforts with the Bay Area jurisdictions through the Cal OES Coastal REOC.
5.5 Relationship between Federal Plans and State Emergency Operations Plans
Federal plans and state EOPs describe each respective government-level approach to emergency operations.
◼ State of California Emergency Plan: The State Emergency Plan (SEP) addresses several operational response
functions and describes how to fulfill its mission of providing resources to satisfy unmet needs. These
functions focus on actions, such as direction and control, warning and public notification, that the state must
take during the initial phase of response operations and that fall outside of the federal response mission.
◼ The National Response Framework: The National Response Framework (NRF) is a guide to how the nation
conducts all-hazards incident response. The NRF states that each federal department or agency must also
plan for its role in incident response. Virtually every federal department and agency possesses resources
that a jurisdiction may need when responding to an incident. Some Federal departments and agencies have
primary responsibility for specific aspects of incident response, such as hazmat remediation. Others may
have supporting roles in providing different types of resources, such as communications, personnel and
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equipment. Regardless of their roles, all federal departments and agencies must develop policies, plans, and
procedures governing how they will Effectively locate resources and provide them as part of a coordinated
federal response. The planning considerations described for response can also guide prevention and
protection planning.
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SECTION 6 INFORMATION COLLECTION AND
DISSEMINATION
Emergency Operations Centers (EOCs) are responsible for gathering timely, accurate, accessible, and
consistent intelligence during an emergency. Situation status reports should create a common operating
picture and be used to adjust the operational goals, priorities, and strategies.
To ensure Effective intelligence flow, Burlingame and Hillsborough have established communications systems
and protocols to organize, integrate, and coordinate intelligence. The flow of situation reports among the
levels of government should occur as shown below:
◼ Field Situation Status Reports: Field situation status reports should be provided from the Department
Operations Centers (DOCs) to the EOC. This may be done initially verbally but should be provided in writing
within the operational period.
◼ Burlingame/Hillsborough EOC: The Burlingame/Hillsborough EOC will summarize reports received from the
field, from DOCs, and other reporting disciplines and report to the Operational Area EOC once each
operational period utilizing (ICS form 209) via WebEOC (if operational).
◼ Operational Area EOC: The Operational Area EOC should summarize situation status reports received from
EOCs within San Mateo County, field units, DOCs, and other reporting disciplines and forward to the
California Governor’s Office of Emergency Services (Cal OES) Coastal Regional Emergency Operations Center
(REOC) utilizing (ICS form 209) via WebEOC (if operational).
◼ Coastal REOC: The REOC should summarize situation status reports received from the Operational Area EOC,
state field units, state DOCs, and other reporting disciplines and forward to the State Operations Center
(SOC).
◼ SOC: The SOC will summarize situation status reports received from the REOCs, state DOCs, state agencies,
and other reporting disciplines and distribute to state officials and others on the distribution list.
◼ Joint Field Office (JFO): When the JFO is activated to support local, state, and federal coordination, including
the Federal Emergency Management Agency (FEMA), the REOC and SOC situation status reports will be
assimilated into the JFO situation report. The REOC organization may be collocated with the federal
organization at the JFO.
6.1 Information Dissemination Methods
The following are information dissemination methods that will be used by Burlingame and Hillsborough:
◼ Face-to-face
◼ WebEOC
◼ SMC Alert
◼ E-mail
◼ SharePoint
◼ Internet communications networks
◼ Internal radio system (800 MHz)
◼ Cellular phones
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◼ Satellite phones
◼ Facsimile machines
◼ Couriers
◼ California Emergency Services Radio System (CESRS)
◼ Amateur Radio Emergency Services (ARES)/Radio Amateur Civil Emergency Services (RACES) (Amateur Radio
Operators)
◼ General Mobile Radio Service (GMRS) Family Radio Service (FRS)
◼ Written messages
◼ Status boards and visuals in the EOC
6.2 Critical Information Needs and Collection Priorities
The Planning and Intelligence Section is responsible for gathering information to support decision-making in
accordance with established operational priorities. The EOC Director will establish information collection
priorities. Table 6-1 summarizes the essential elements of information necessary for timely decision-making
and for the enhancement of operations.
Table 6-1: Essential Elements of Information
Area or Infrastructure
State and Local Level
(Via WebEOC, field representatives, conference calls with
the EOC, Operational Area, and REOC, e-mail, and Internet.
GIS maps identifying parcels and blocks that are affected by
declared emergencies will be available in the EOC.)
Federal Level
(Via WebEOC, conference calls with
FEMA, EOC, Operational Area, and
REOC, e-mail, and Internet.)
Utilities and
Infrastructure8
Information needed:
System disruptions and
failures (including location,
customers impacted,
expected time of
resumption, and cause)
• California Independent System Operator
(CAISO)
• Department of Water Resources (DWR)
• State Water Resource Control Board
(SWRCB)
• Department of Health Care Services
• Department of Public Health
• Department of General Services
• California Energy Commission
• California Public Utilities Commission
(CPUC)
• FEMA
• Federal Energy Regulatory
Commission
• Bureau of Reclamation
• Army Corps of Engineers
• Nuclear Regulatory
Commission/Nuclear
Power Plants
• News Reports
• Field Units
8 Utilities and Infrastructure includes energy systems (electric, gas), water delivery, wastewater treatment, dams, and
telecommunications (both emergency telecom and general user).
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Area or Infrastructure
State and Local Level
(Via WebEOC, field representatives, conference calls with
the EOC, Operational Area, and REOC, e-mail, and Internet.
GIS maps identifying parcels and blocks that are affected by
declared emergencies will be available in the EOC.)
Federal Level
(Via WebEOC, conference calls with
FEMA, EOC, Operational Area, and
REOC, e-mail, and Internet.)
• California Utilities Emergency Association
(CUEA)
• Utilities representatives in EOC
Operational Areas
• News Reports
• Utilities Branch
• Field Units
Transportation
Information needed:
Disruptions to air, rail,
ship, and transportation
• Caltrans for state highways
• California Highway Patrol for state highways
and local thoroughfare (CHP)
• Operational Areas
• News Reports
• Field Units
• FEMA
• Coast Guard
• Federal Aviation
Administration (FAA)
• National Transportation
Safety Board (NTSB)
• Department of
Transportation (DOT)
• News Reports
• Field Units
Medical/Health
Information needed:
Equipment failures,
disruptions in medical
supplies, facility problems,
medical evacuation needs,
etc.
• Emergency Medical Services Agency
(Including the Medical Health Operational
Area Coordinator and the Regional Disaster
Medical Health Coordinator)
• San Mateo County Department of Public
Health
• California Department of Public Health
Office of Statewide Health Planning and
Development
• Operational Areas and local EMS
• News Reports
• Field Units
• Centers for Disease
Control (CDC)
• FEMA
• Food and Drug
Administration (FDA
• News reports
• Field Units
Hazardous Materials
Information needed:
Releases, exposures,
• San Mateo County Environmental Health
Certified Unified Program Agency (CUPA)
• FEMA
• EPA
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Area or Infrastructure
State and Local Level
(Via WebEOC, field representatives, conference calls with
the EOC, Operational Area, and REOC, e-mail, and Internet.
GIS maps identifying parcels and blocks that are affected by
declared emergencies will be available in the EOC.)
Federal Level
(Via WebEOC, conference calls with
FEMA, EOC, Operational Area, and
REOC, e-mail, and Internet.)
casualties, evacuations,
damage, supply, and
supply disruptions.
• California Department of Toxic Substances
Control (DTSC)
• Cal OES (Warning Center)
• California Environmental Protection Agency
(CalEPA)
• CalOSHA
• Department of Health Services
• California Public Utilities Commission
• Operational Areas
• News reports
• Field Units
• Coast Guard
• National Response Center
• Department of Homeland
Security
• Department of Energy
• Department of
Agriculture
• Department of Health and
Human Services (HHS)
• Department of
Transportation
Public Events/Occurrences
Information needed:
Potential problems at any
anticipated events,
including civil unrest, law
enforcement, and fire
mutual aid shortfalls, etc.
• Law Enforcement Branch Coordinators
• Operational Areas
• News Reports
• Permits Issued
• Field Units
• FEMA
• Department of Justice
• Department of Defense
• NCRIC
Social Service Systems
Information needed:
Problems with schools,
banking, human care
services, payments, and
general commerce
• Operational Areas
• News Reports
• Private Sector
• Community-Based Organizations
• Field Units
• FEMA
• Department of Commerce
• Department of Education
• HHS
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6.3 EOC Action Plans – Situation Status and Analysis
The City of Burlingame and Town of Hillsborough will share situation status and analysis through the use of
EOC Actions Plans in conjunction with regularly scheduled EOC briefings (usually one briefing conducted early
in each operational period or as needed).
The primary focus of the EOC Action Plan should be on jurisdictional issues. The plan sets overall objectives for
the jurisdiction and may establish the priorities as determined by the jurisdictional authority. It can also
include mission assignments to departments, provide policy and cost constraints, and incorporate interagency
considerations. Properly prepared, the EOC Action Plan becomes an essential input to developing
departmental action plans.
Action planning at all EOC levels, like that of the field level, is based around the use of an operational period.
The length of the operational period for the EOC is determined by first establishing a set of objectives and
priority actions that need to be performed and then establishing a reasonable time frame for accomplishing
those actions. Generally, the actions requiring the longest time period will define the length of the operational
period.
Typically, operational periods at the beginning of an emergency are short, sometimes only a few hours. As the
emergency progresses, operational periods may be longer, but should not exceed 24 hours. Operational
periods should not be confused with staffing patterns or shift change periods. They may be the same but need
not be.
The initial EOC Action Plan may be a verbal plan put together in the first hour after EOC activation. The verbal
plan is usually put together by the EOC Director in concert with the General Staff. Once the EOC is fully
activated, EOC Action Plans should be written.
EOC Action Plans should not be complex or time-consuming. The format may vary somewhat within the
several EOC National Incident Management System (NIMS)/Standardized Emergency Management System
(SEMS) levels, but the EOC Action Plan should generally cover the following elements:
◼ Situation Status
◼ Listing of objectives to be accomplished (should be specific, measurable, achievable, relevant, and time-
oriented [SMART])
◼ Statement of current priorities related to objectives
◼ Resources needed
◼ Potential issues and problems
◼ Statement of strategy(s) to achieve the objectives (identify if there is more than one way to accomplish the
objective, and which way is preferred)
◼ Assignments and actions necessary to implement the strategy
◼ Operational period designation (that is, the time frame necessary to accomplish the actions)
◼ Organizational elements to be activated to support the assignments (later EOC Action Plans may list
organizational elements that will be activated during or at the end of the period)
◼ Logistical or other technical support required
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6.3.1 Displaying Information
The EOC’s major purpose is accumulating and sharing information to ensure coordinated and timely
emergency response. Therefore, status boards for tracking emergency activities will be made available for use
in both the primary and alternate EOCs. All EOC sections must maintain display devices so that other sections
can quickly comprehend what actions have been taken and what resources are available, and to track the
damage in the jurisdictions resulting from the disaster. The Planning and Intelligence Section is responsible for
coordinating display of information. All display charts, boards, and materials are stored in the EOC.
At the onset of any disaster, a significant events log should also be compiled for the duration of the emergency
situation. Key disaster related information will be recorded in the log (that is, casualty information, health
concerns, property damage, fire status, size of risk area, scope of the hazard to the public, number of
evacuees, etc.). The posting of the significant events log is the responsibility of the Planning and Intelligence
Section. The significant events log may be maintained in WebEOC.
6.4 After Action Reports
The completion of an After-Action Report (AAR) is a part of the required NIMS/SEMS reporting process and
requires that all cities and counties submit within 90 days a copy of the after-action report to Cal OES.
Section § 2450. Reporting Requirements.
(a) Any city, city and county, or county declaring a local emergency for which the governor proclaims a state of
emergency, and any state agency responding to that emergency shall complete and transmit an after action
report to Cal EMA within ninety (90) days of the close of the incident period as specified in California Code of
Regulations, Title 19, §2900(j).
(b) The after-action report shall, at a minimum, be a review of response actions taken, application of SEMS,
suggested modifications to SEMS, necessary modifications to plans and procedures, identified training needs,
and recovery activities to date.
6.4.1 Use of After-Action Reports
AARs are made available to all interested public safety and emergency management organizations and serve
the following important functions:
◼ Document response activities.
◼ Identify problems/successes during emergency operations.
◼ Analyze Effectiveness of the components of NIMS/SEMS.
◼ Describe and define a plan of action for implementation of improvements.
The NIMS/SEMS approach to implementing AARs emphasizes the improvement of emergency management at
all levels. The AAR provides a vehicle for not only documenting system improvements, but also can, if desired,
provide a work plan for how these improvements can be implemented through an Improvement Plan.
It may be useful to coordinate the AAR process when multiple agencies/jurisdictions are involved in the same
emergency. Jurisdictions are encouraged to work together in the development of AARs when appropriate and
feasible. For example, an Operational Area may take the lead in coordinating the development of an AAR that
involves several jurisdictions. If appropriate, jurisdictional reports may become part of an overall operational
area report.
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6.5 Advanced Planning and Technical Services Needed for Information Collection and
Dissemination
The EOC and its personnel must be prepared with the tools and contacts to be able to identify, research,
collect, and analyze the information required to make informed and timely decisions. This means that
individuals have been pre-assigned and have received the appropriate training and requirements (for example,
security clearances).
The City of Burlingame, and Town of Hillsborough have pre-designated individuals with security clearances to
receive intelligence information from the Northern California Regional Intelligence Center (NCRIC).
The City of Burlingame, Town of Hillsborough and Central County Fire Department have established
communication, alert, and notification systems to obtain information from local, Operational Area, regional,
state, and national systems and services. The City of Burlingame, Town of Hillsborough and Central County Fire
Department Preparedness and Prevention Division receive the following types of alerts from California State
Warning Center and/or directly from warning centers:
◼ California State Warning Center: Cal OES operates the California State Warning Center (CSWC), which is
staffed 24 hours per day, 365 days per year to serve as the official state-level point of contact for emergency
notifications. From this center, Warning Center personnel maintain contact with County Warning Points,
state agencies, federal agencies, and the National Warning Center in Berryville, Virginia. The CSWC reports
any alerts or warning to the Operational Area and to the City of Burlingame, Town of Hillsborough and CCFD
via e-mail.
◼ Earthquake Notifications: The CSWC receives notification of earthquakes from the California Integrated
Seismic Network (CISN), National Earthquake Information Center (NEIC), and the United States Geological
Survey (USGS). CISN is a statewide network that provides the basic information for California earthquakes
shown on the CISN Display. The CISN Display is an Internet-based rapid earthquake notification system that
receives earthquake information from networks world-wide. The CSWC reports any alerts or warning to
Operational Area and to the City of Burlingame, Town of Hillsborough and CCFD via e-mail.
◼ Tsunami Notifications: The CSWC receives tsunami notifications from the Alaska Tsunami Warning Center
via the National Weather Service (NWS) and the National Warning Center.
◼ Weather Notifications: The City of Burlingame, Town of Hillsborough and CCFD receive notification of severe
weather from the NWS.
◼ Energy Notifications: The California Independent Systems Operator (California ISO) monitors the California
power grid, which consists of a network of long-distance high voltage transmission lines and substations that
carries bulk electricity to local utilities for distribution to their customers. When the grid is unable to meet
electrical demands, the California ISO will direct utilities to reduce their load and issue emergency notices
of energy interruptions. The CSWC will be contacted by the California ISO when the operating reserves reach
these critical levels.
◼ Hazardous Materials/Oil Spill Release Notifications: In accordance with state law, handlers, any employees,
authorized representatives, agents, or designees of handlers shall, upon discovery, immediately report any
release or threatened release of hazardous materials to the CSWC. The CSWC reports any alerts or warning
to the Operational Area and to the City of Burlingame, Town of Hillsborough and CCFD.
◼ Nuclear Power Plant Notifications: The CSWC receives notifications of nuclear power plant incidents directly
from Diablo Canyon. The Cal OES Nuclear Power Plant Program coordinates with decommissioned plant San
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Onofre9 and retired plant Rancho Seco. Secondary notifications may be received from the affected county
sheriff’s departments via California Law Enforcement Telecommunications System (CLETS), and California
Law Enforcement Radio System (CLERS).
9 Decommission in process. Decommission dates: Unit 1 – 1992, Units 2 & 3 – Plan announced 2013.
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SECTION 7 COMMUNICATIONS
Emergency communications is defined as the ability of emergency responders to exchange information via
data, voice, and video. Emergency response at all levels of government must have interoperable and seamless
communications to manage emergencies, establish command and control, maintain situational awareness, and
function under a common operating picture for a broad spectrum of incidents.
Emergency communications consists of three primary elements:
◼ Operability: The ability of emergency responders to establish and sustain communications in support of the
operation.
◼ Interoperability: The ability of emergency responders to communicate among jurisdictions, disciplines, and
levels of government using a variety of communication mediums. System operability is required for system
interoperability.
◼ Continuity of Communications: The ability of emergency response agencies to maintain communications in
the event of damage to or destruction of the primary infrastructure.
7.1 Emergency Operations Center Communications
Communications are provided in the Fire and Police dispatch centers and the Emergency Operations Center
(EOC). Communication facilities will be staffed continuously during emergencies by jurisdiction personnel or
appropriately trained volunteers. The Logistics Section is responsible for communications.
The EOC has a wide variety of communication systems:
◼ Telephone communications: The EOC has several dedicated telephones (ShoreTel) lines. A directory will be
published of the selected telephones that will be used in an activation of the EOC. The Information
Technology Department (ITD) staff will assist with identifying which telephones will be used. Telephone
communications will be handled from a phone bank (message center). Additional ShoreTel telephones can
be installed by ITD telecommunications technicians as required.
◼ Cellular phone and satellite phone communications: Certain key executives have cellular phones and
satellite phones that will be assigned to them. During emergencies, cell to cell communications may not be
a reliable form of communicating. Individuals who have this means of communications should utilize it to
enhance their and others' capabilities for uninterrupted communications. If feasible and available, other
employees may be temporarily issued cell phones or satellite phones for emergency communication
purposes. The key staff Emergency Notification Lists and satellite emergency phone lists are located in the
EOC, Burlingame PD Dispatch Center, Hillsborough PD Dispatch Center, and is maintained and updated by
CCFD. Police Dispatch Supervisors will make the appropriate immediate contacts as needed.
◼ Radio communications: The Burlingame and Hillsborough Police Dispatch Centers and San Mateo County
Fire Dispatch Center will control both the internal radio systems and any utilization of the California
Emergency Services Radio System (CESRS) & California Law Enforcement Emergency Transmittal System
(CLETS).
✓ Burlingame and Hillsborough Public Works Departments use 800 MHz radios in the Department
Operations Center (DOC). Communications during emergencies is critical. The term communication
herein refers to equipment, documentation, and reports, displays, and other means of transmitting
information from one person to another.
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✓ Amateur Radio Emergency Services (ARES)/ Radio Amateur Civil Emergency Services (RACES): The EOC
facility has a designated radio room for (HAM) amateur radio operators, and a backup 800 MHz radio
workstation for dispatch handheld radios.
◼ WebEOC: The City of Burlingame and Town of Hillsborough use WebEOC, a web-based information sharing
and management tool for emergency management. WebEOC is used in the EOC, as well as by individual
agencies/departments and DOCs. In the Burlingame/Hillsborough EOC, WebEOC will be primarily operated
by Planning and Intelligence Section staff with input from other sections. WebEOC enables the efficient
development and sharing of situation and resource reports and the EOC Action Plan. The following are some
of the reports available on WebEOC:
• Significant Events
• Activity Section Log (ICS-214)
• Incident Status Summary (ICS-209)
• Damage Assessment
• Resource Requests Task (ICS-213RR)
• Resource(s) Available
Burlingame and Hillsborough may be able to use WebEOC to communicate with other local jurisdictions
agencies, operational area and the state, if they are also using the WebEOC platform.
◼ SMC Alert: SMC Alert is an emergency mass notification system that disseminates protective measures and
information for San Mateo County residents and visitors, as well as for internal jurisdictional use for
emergency incidents,
7.1.1 Conference Calls
Conference calls can provide a very useful and timely method of communication when used properly. They are
especially useful to augment existing reporting mechanisms (for example, WebEOC reports). Regularly
scheduled conference calls can avoid an uncontrolled stream of information and requests from a variety of
sources that can be disruptive to EOC activities. EOC personnel should anticipate participating in conference
calls at regular intervals among the following:
◼ Federal Emergency Management Agency (FEMA) and key federal agencies, the State Operations Center
(SOC) and key state agencies, and Regional Emergency Operations Centers (REOCs)
◼ REOCs and their respective Operational Areas
◼ Operational Areas and their respective cities and special districts
◼ DOCs
7.2 Interoperability Communication Plans
Refer to the San Mateo County Emergency Operations Plan Emergency Operations Center (EOC)
Communications Directory Appendix. Revisions distributed in June and December.
7.2.1 Rules of Use
The following rules apply to the use of radio caches, shared channels, gateways, and shared systems.
✓ They must follow National Incident Management System (NIMS) principles.
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✓ The designated Incident Commander (IC) may limit the interoperable channel to command level staff
during emergency incidents with multiple agencies.
✓ Connectivity between agencies shall only be requested for working emergency incidents as defined by
Interoperable Communications Policy Group.
✓ Agencies will identify themselves by agency name and designated call sign/radio designator.
✓ Person calling should identify who they are calling and themselves.
✓ All messages should be in plain language. Radio codes (9-, 10-, and 11-Codes), acronyms, and
abbreviations should not be used. Additionally, it should be understood that plain words such as
“help”, “assistance”, “repeat” and “backup” may have different operational meanings to different
agencies. The word “help” should not be used alone unless in the context of a life-threatening
situation. Requests for assistance or backup should clarify the reason for the request.
✓ Communications during an incident should be compliant with NIMS by using the NIMS identifier, (that
is, operations, logistics, command, information, liaison) with the agency name and unit number.
✓ The requesting agency’s dispatcher should monitor the radio traffic between units and advise the
control point when the patch can be deactivated.
✓ All encrypted radio users will be required to work in the “clear” mode.
7.3 Public Information
The City of Burlingame and Town of Hillsborough have several avenues to disseminate information to the
public:
◼ The City of Burlingame and Town of Hillsborough have adopted the Bay Area Joint Information (JIS) Toolkits.
These documents establish a regional consistent platform that is responsible for disseminating information
to the public during a disaster. For more information, see the Emergency Public Information Operations
Toolkit. The EPIT Leader will coordinate participation in the regional Joint Information Center (JIC)/Joint Field
Office (JFO).
◼ SMC Alert is an emergency mass notification system that disseminates protective measures for San Mateo
County residents and visitors, as well as for internal jurisdictional use for emergency incidents.
◼ The Bay Area Emergency Public Information Network, formed by many Bay Area Public Information Officers
(PIOs), fosters increased coordination and collaboration among the PIOs in the region.
◼ Emergency Alert System (EAS) and the Emergency Digital Information System (EDIS), which can distribute
messages from the National Weather Service (NWS); California State Warning Center (CSWS), the Law
Enforcement Radio System, and other proprietary media.
◼ Telephone services such as 2-1-1 (operated by United Way of the Bay Area that provides non-emergency
referrals to social services).
◼ Other media including internet websites, text messaging services, social media channels and technology are
utilized to further reach people, including those with disabilities and others with access and functional
needs.
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SECTION 8 PLAN MAINTENANCE AND DISTRIBUTION
The Central County Fire Department is responsible for the overall maintenance (review and update) of this
Emergency Operations Plan (EOP) and for ensuring that changes and revisions are prepared, coordinated,
published, and distributed. The Emergency Support Function (ESF) annexes and the incident-specific annexes
describe the department/agency responsible for those documents.
This EOP will be reviewed annually or post incident and updated based on deficiencies identified in simulated
or actual use or due to organizational or technological changes. All changes shall be recorded by the receiving
department or agency.
Revisions to the EOP will be forwarded to all departments/agencies with assigned responsibilities in the plan.
Contact names and telephone numbers (that is, Emergency Operations Center [EOC] staff, departments or
agencies, special facilities, schools, etc.) shall be maintained by Burlingame, Hillsborough and CCFD and
available at the EOC.
An executive summary of this EOP is available to the public and can be found on the City/Town websites.
8.1 Plan Development
8.1.1 Emergency Operations Plan Revision Process
To maintain EOP capabilities and to be prepared for any emergency or disaster that may affect the City of
Burlingame or Town of Hillsborough, CCFD developed and maintains a multiyear EOP plan revision strategy.
Table 8-1 provides a standardized list of activities necessary to monitor the dynamic elements of the EOP and
the frequency of their occurrence.
Table 8-1: EOP Maintenance Standards
Activity Tasks Frequency
Plan update and
certification
• Review entire plan for accuracy.
• Incorporate lessons learned and changes in policy
and philosophy.
• Manage distribution.
Post HSEEP
Train new staff • Conduct EOP training for new staff. Semiannually,
annually, or as needed
Orient new policy
officials and senior
leadership
• Brief officials on existence and concepts of the
EOP.
• Brief officials of their responsibilities under the
EOP.
Semiannually,
annually, or as needed
Plan and conduct
exercises
• Conduct internal EOP exercises.
• Conduct joint exercises with ESFs.
• Support and participate in state- and local-level
exercises and events.
Semiannually,
annually, or as needed
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In addition, CCFD has a rolling EOP Maintenance Schedule that ensures that the entire EOP is updated on an
annual basis throughout the year, shown in Table 8-2. The schedule provides a recommended timeframe for
updating the base plan, ESFs, and incident-specific annexes. The entire plan must be revisited at least annually
and whenever each annex is activated and/or exercised. The schedule provides a recommended timeframe for
updating the base plan, ESFs, and incident-specific annexes.
Various components or the entire EOP may be revised out-of-schedule if a real or simulated incident has
occurred and there are significant lessons learned that should be changed in the EOP or any of its supporting
annexes. The EOP should also be changed to reflect changes in administration or to reflect new resources,
training. Changes to phone numbers and contact information should be made throughout the year.
CCFD will schedule meetings with various departments and agencies as well as community groups to help
facilitate the revision of the various components of this EOP.
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Table 8-2 Emergency Operations Plan Maintenance Quarterly Schedule
Figure A-1 Figure A-1
Quarter 1
January - March
ESF #4 – Firefighting
ESF #9 – Search and Rescue
ESF #10 – Hazardous Materials
ESF #8 – Public Health and Medical
Quarter 2
April - June
ESF #1 – Transportation
ESF #13 – Law Enforcement
ESF #16 – Evacuation
ESF #2 – Communications
Quarter 3
July - September
ESF #5 - Emergency Management
ESF #3 – Public Works and Engineering
ESF #12 – Utilities
ESF #14 – Recovery
ESF #15 - Public Information
Quarter 4
October -
December
ESF #6 – Mass Care and Shelter
ESF #7 - Resources
ESF #11 – Food, Agriculture, and Animal Services
ESF#17 – Volunteer and Donations Management
ESF #18 - Cybersecurity
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BURLINGAME/HILLSBOROUGH EMERGENCY OPERATIONS PLAN
8.1.2 Department Emergency Plans and Procedures
Each City/Town department/agency should develop or revise their own emergency plans and procedures to
reflect the concepts described within this EOP. This revision should be done an annual basis.
Additionally, City/Town departments/agencies should review this EOP, in particular sections that are directly
related to the department/agency (for example, an ESF annex where the agency has a lead or supporting role)
and provide feedback to CCFD.
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BURLINGAME/HILLSBOROUGH EMERGENCY OPERATIONS PLAN
SECTION 9 AUTHORITIES AND RESFERENCES
The following authorities form the basis for the organizational and planning principles presented in this
Emergency Operations Plan (EOP).
The Burlingame/Hillsborough EOP will integrate with county, state, and federal emergency plans and programs
to provide the most Effective and timely support as possible to the City of Burlingame/Town of Hillsborough
communities in the event of major emergency or disaster.
City of Burlingame and Town of Hillsborough departments and agencies will develop appropriate plans and
procedures to carry out the emergency responsibilities assigned to them in the EOP.
9.1 Local
City of Burlingame Municipal Code
Town of Hillsborough Municipal Code
Adopting the California Master Mutual Aid Agreement
Administration and Personnel
Buildings and Construction
Health and Safety
Adopting the San Mateo County Local Hazard Mitigation Plan as an Amendment to the Safety Element of the
General Plan
9.2 San Mateo County
2.46.110 - Emergency plan.
(a) The San Mateo County Emergency Services Council shall be responsible for the development of the County
of San Mateo Emergency Plan, which plan shall provide for the effective mobilization of all of the resources of
this County, both public and private, to meet any condition constituting a local emergency, state of
emergency, or state of war emergency; and shall provide for the organization, establishment and designation
of divisions and services, the assignment of functions, powers and duties, and the designation of the staff of
the emergency organization. Such plan shall take effect upon adoption by resolution of the Board of
Supervisors and other local legislative agencies. (b) The County of San Mateo and the political subdivisions
thereof, pursuant to the California Emergency Services Act, are designated an operational area. The
operational area shall be organized and structured as provided by agreement between the governing bodies of
the County and the cities therein.
(Ord. 4324, 08/15/06)
9.3 Regional
Regional Emergency Operations Centers (REOC): The Regional Level manages and coordinates information and
resources among Operational Areas within the mutual aid region and also between the Operational Areas and
the State Level. The Regional Level also coordinates overall State agency support for emergency response
activities within the region.
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9.4 State of California
◼ California Emergency Services Act (CA Gov. Code §8550 et seq.)
◼ Accessibility to Emergency Information and Services (CA Gov. Code §8593.3)
◼ Disaster Services Workers (California Labor Code, §3211.92)
◼ State of California Emergency Plan (SEP), State of California, Cal EMA, 2009
◼ California Disaster Assistance Act
◼ California Disaster and Civil Defense Master Mutual Aid Agreement
◼ Standardized Emergency Management System Regulations (19 California Code of Regulations [CCR] §2400-
2450)
◼ Disaster Assistance Act Regulations (19 CCR §2900-2999.5)
◼ Local Emergency Prevention Measures for County Health Official: California Health and Safety Code §101040
◼ Orders and Regulations that may be selectively promulgated by the Governor during a State of Emergency
◼ Orders and Regulations that may be selectively promulgated by the Governor during a State of War
Emergency
9.5 Federal
◼ Robert T. Stafford Emergency Disaster Relief and Emergency Assistance Act (42 U.S. Code [USC] §5121 et
seq.) as amended
◼ Federal Disaster Relief Regulations (44 Code of Federal Regulations [CFR] Part 206)
◼ Homeland Security Presidential Directive 5: Management of Domestic Incidents, February 2003
◼ Homeland Security Presidential Directive 21: Public Health and Medical Preparedness, October 2007
◼ Presidential Policy Directive 8: National Preparedness, March 2011
◼ National Response Plan, U.S. Department of Homeland Security, December 2004
◼ National Response Framework, U.S. Department of Homeland Security, May 2013
◼ Americans with Disabilities Act of 1990 (ADA) (42 USC §§ 12101-12213) as amended
◼ Federal Civil Defense Act of 1950 (Public Law [PL] 81-950), as amended
Disaster Relief Act of 1974 (PL 93-288) as amended
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SECTION 10 GLOSSARY
All-Hazards: Describes all incidents, natural or human-caused, that warrant action to protect life, property,
environment, and public health or safety and to minimize disruptions of government, social, or economic
activities.
Emergency Management: The preparation for, the mitigation of, the response to, and the recovery from
emergencies and disasters. Specific emergency management responsibilities include, but are not limited to the
following:
◼ Reduction of vulnerability of people and communities to damage, injury, and loss of life and property
resulting from natural, technological, or human-caused emergencies or hostile military or paramilitary action
◼ Preparation for prompt and efficient response and recovery to protect lives and property affected by
emergencies
◼ Response to emergencies using all systems, plans, and resources necessary to preserve adequately the
health, safety, and welfare of persons or property affected by the emergency
◼ Recovery from emergencies by providing for the rapid and orderly start of restoration and rehabilitation of
persons and property affected by emergencies
Emergency Manager: Staff member who is in charge of emergency management and serves as the EOC
Manager when the City of Burlingame/Town of Hillsborough EOC is activated.
Emergency Management Assistance Compact (EMAC): A congressionally ratified organization that provides
form and structure to interstate mutual aid. Through EMAC, a disaster-affected state can request and receive
assistance from other member states quickly and efficiently, resolving two key issues up front: liability and
reimbursement.
Emergency Operations Center (EOC): A designated location from which centralized emergency management
can be performed.
Emergency Operations Plan (EOP): Overview of City of Burlingame/Town of Hillsborough’s emergency
response organization and policies. It cites the legal authority for emergency operations, summarizes the
situations addressed by the EOP, explains the general concept of operations, and assigns responsibilities for
emergency planning and operations.
Emergency Support Function (ESF): A functional emergency management responsibility established to
facilitate assistance required during mitigation, preparedness, response, and recovery to save lives, protect
health and property, and maintain public safety.
ESF Assignment Matrix: Organizational grouping of all primary and supporting agencies with responsibilities
for ESFs.
ESF Coordinating Agency: The ESF Coordinating Agency is the entity with management oversight for that
particular ESF. The coordinator has ongoing responsibilities throughout the preparedness, response, and
recovery phases of incident management. Responsibilities of the ESF Coordinating Agency include:
◼ Coordination before, during, and after an incident, including pre-incident planning and coordination
◼ Maintaining ongoing contact with ESF primary and support agencies
◼ Conducting periodic ESF meetings and conference calls
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◼ Coordinating efforts with corresponding private-sector organizations
◼ Coordinating ESF activities relating to catastrophic incident planning and critical infrastructure
preparedness, as appropriate
ESF Primary Agency: Agency assigned primary responsibility to manage and coordinate a specific ESF. Primary
agencies are designated based on their having the most authorities, resources, capabilities or expertise relative
to accomplishment of the specific emergency support function.
ESF Supporting Agency: Entities with specific capabilities or resources that support the primary agency in
executing the mission of the ESF.
Federal Emergency Management Agency (FEMA): Agency of the U.S. government tasked with disaster
mitigation, preparedness, response, and recovery planning.
Finance and Administration Section: EOC section responsible for tracking incident costs and reimbursement
accounting.
Homeland Security Exercise Evaluation Program (HSEEP): A set of guiding principles for exercise programs, as
well as a common approach to exercise program management, design and development, conduct, evaluation,
and improvement planning.
Homeland Security Presidential Directive (HSPD) 5: Enhances the ability of the United States to manage
domestic incidents by establishing a single, comprehensive National Incident Management System.
Incident Command System (ICS): the nationally used standardized on-scene emergency management concept
specifically designed to allow its user(s) to adopt an integrated organizational structure equal to the
complexity and demands of single or multiple incidents without being hindered by jurisdictional boundaries.
ICS is the combination of facilities, equipment, personnel, procedures, and communications operating within a
common organizational structure, with responsibility for the management of resources to effectively
accomplish stated objectives pertinent to an incident.
Joint Information Center (JIC): The primary location for the coordination of media relations located in or near
the emergency operations center.
Joint Information System (JIS): Provides the public with timely and accurate incident information and unified
public messages. This system employs Joint Information Centers and brings incident communicators together
during an incident to develop, coordinate, and deliver a unified message. This will ensure that federal, state,
and local levels of government are releasing the same information during an incident.
Local Government: local agencies as defined in Government Code §8680.2 and special districts defined in
California Code of Regulations, Title 19, §2900(y).Local Nonprofits: Nonprofit agencies active in providing local
community services that can either provide assistance during an emergency or would require assistance to
continue providing their service to the community. The American Red Cross is an example of a local nonprofit
under this category.
Logistics Section: EOC section that provides facilities, services, and materials, including personnel to operate
the requested equipment for the incident support.
National Incident Management System (NIMS): A systematic, proactive approach to guide departments and
agencies at all levels of government, nongovernmental organizations, and the private sector to work
seamlessly to prevent, protect against, respond to, recover from, and mitigate the effects of incidents,
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regardless of cause, size, location, or complexity, in order to reduce the loss of life and property and harm to
the environment.
National Response Framework (NRF): The guiding principles that enable all response partners to prepare for
and provide a unified national response to disasters and emergencies. It establishes a comprehensive,
national, all-hazards approach to domestic incident response.
Operations Section: EOC section that directs and coordinates all operations and assists the Director of OES in
development of incident operations.
Planning and Intelligence Section: EOC section responsible for the collection, evaluation, dissemination, and
use of information about the development of the incident and status of resources.
Policy Group: Consists of executive decision-makers that are needed to collaborate to manage the
consequences of the disaster. This group makes critical strategic decisions to manage the emergency.
Public Information: Emergency information that is gathered, prepared, and coordinated for dissemination
during a disaster or major event.
Safety/Security: Safety/security is monitored, and measures are developed for ensuring a safe and secure
environment in which to run emergency operations.
State Liaison: Individual appointed by the California Governor’s Office of Emergency Services (Cal OES) to act
as liaison during emergency periods to coordinate state actions for providing Effective coordination and
communications during the event.
Standard Operating Procedures (SOPs): States in general terms what the guideline is expected to accomplish.
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SECTION 11 LIST OF ABBREVIATIONS AND ACRONYMS
AAR After Action Report
ABAG Association of Bay Area Governments
ACAMS Automated Critical Asset Management System
ARES Amateur Radio Emergency Services
ARC American Red Cross
BART Bay Area Rapid Transit
C-MIST Communication, Medical, Independence Maintenance, Supervision, and
Transportation
CAA Critical Asset Assessments
CAISO California Independent System Operator
CalEPA California Environmental Protection Agency
Cal OES California Governor’s Office of Emergency Services
CDC Centers for Disease Control
CDAA California Disaster Assistance Act
CISN California Integrated Seismic Network
CI/KR Critical Infrastructure and Key Resources
CESRS California Emergency Services Radio System
CLETS California Law Enforcement Emergency Transmittal System
CMS Consumable Medical Supplies
COOP Continuity of Operations
CONOPS Concept of Operations
CUPA Certified Unified Program Agency
CSWC California State Warning Center
CUEA California Utilities Emergency Association
DHS Department of Homeland Security
DME Durable Medical Equipment
DOC Department Operations Center
DRF Disaster Recovery Framework
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DSW Disaster Service Worker
DTSC California Department of Toxic Substances Control
EAS Emergency Alert System
EBMUD East Bay Municipal Utility District
EDIS Emergency Digital Information System
E-FNC Emergency Support Functional Needs Coordinator
EIDL Economic Injury Disaster Loan
EMAC Emergency Management Assistance Compact
EMMA Emergency Management Mutual Aid
EMS Emergency Medical Services
EMSA California Emergency Medical Services Authority
EMSD Emergency Management Services Division
EOC Emergency Operations Center
EOP Emergency Operations Plan
EPIO Emergency Public Information Office
EPIT Emergency Public Information Team
ESA California Emergency Services Act
ESF Emergency Support Function
FAST Functional Assessment Service Team
FBI Federal Bureau of Investigation
FDC Fire Dispatch Center
FEMA Federal Emergency Management Agency
FOUO For Official Use Only
GETS Government Emergency Telecommunications Service
GIS Geographic Information Systems
HHS Department of Health and Human Services
HSPD Homeland Security Presidential Directive
HSEEP Homeland Security Exercise Evaluation Program
IAP Incident Action Plan
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IC Incident Commander
ICP Incident Command Post
ICS Incident Command System
IDE Initial Damage Estimate
IMAT Incident Management Assistance Team
IND Improvised Nuclear Device
ITD Information Technology Department
JFO Joint Field Office
JIC Joint Information Center
LDRM Local Disaster Recovery Manager
LHMP Local Hazard Mitigation Plan
LTRO Long-Term Recovery Organization
MAC Multi-Agency Coordination
MACS Multi-Agency Coordination System
MHOAC Medical Health Operational Area Coordinator
MMAA Master Mutual Aid Agreement
MOA Memoranda of Agreement
MOU Memoranda of Understanding
NCRIC Northern California Regional Intelligence Center
NDRF National Disaster Recovery Framework
NIMS National Incident Management System
NIPP National Infrastructure Protection Plan
NRF National Response Framework
NWS National Weather Service
OES Office of Emergency Services
PCII Protected Critical Infrastructure Information
PDA Preliminary Damage Assessment
PDC Police Dispatch Center
PIO Public Information Officer
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PW Public Works Department
RACES Radio Amateur Civil Emergency Services
RDD Radiological Dispersal Devices
RECP Regional Emergency Coordination Plan
REOC Regional Emergency Operations Center
RRCC Regional Response Coordination Center
RSF Recovery Support Function
RTTAC Regional Terrorism Threat Assessment Centers
SAR Search and Rescue
SBA Small Business Administration
S-FNC Shelter Functional Needs Coordinator
SEMS Standardized Emergency Management System
SEP California State Emergency Plan
SMS Short Message Service
SOC State Operations Center
SSI Security Sensitive Information
STTAC State Terrorism Threat Assessment Center
STTAS State Terrorism Threat Assessment System
TICP Tactical Interoperable Communications Plan
TLO Terrorism Liaison Officers
UASI Urban Area Security Initiative
UC Unified Command
UCP Unified Command Post
USGS United States Geological Survey
VOAD Voluntary Organizations Active in Disaster
WUI Wildland-Urban Interface
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Appendix A SAMPLE PROCLAMATION OF LOCAL
EMERGENCY and CITY COUNCIL RESOLUTION
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Appendix B
CAL OES GUIDE TO PROCLAMATION OF LOCAL
EMERGENCY
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Appendix C
CONTINUITY OF GOVERNMENT
Purpose
A major disaster or an enemy attack could result in great loss of life and property, including the death
or injury of key government officials. At the same time, there could be partial or complete destruction
of established seats of government, and the destruction of public and private records essential to
continued operations of government and industry.
In the aftermath of a major disaster, law and order must be preserved and essential government
services must be maintained. To this end, it is particularly essential that local units of government
continue to function.
Applicable portions of the California Government Code and the State Constitution (cited in the next
paragraphs) provide authority for the continuity and preservation of state and local government.
Responsibilities
Government at all levels is responsible for providing continuous, effective leadership and authority
under all aspects of emergency services operations (preparedness, response, recovery, and
mitigation). Under California’s concept of mutual aid, local officials remain in control of their
jurisdiction’s emergency operations while others may provide additional resources upon request. A
key aspect of this control is the ability to communicate official requests, situation reports, and
emergency information throughout any disaster.
Preservation of Local Government
Article 15 of the California Emergency Services Act (Chapter 7 of Division 1 of Title 2 of the
Government Code) provides the authority, as well as the procedures to be employed, to ensure
continued functioning of political subdivisions within the State of California. Article 15 provides for the
succession of officers who head departments responsible for maintaining law and order, or in
furnishing public services relating to health and safety.
Article 15 also outlines procedures to ensure continued functioning of political subdivisions in the
event the governing body, including standby officers, is unavailable to serve.
Lines of Succession for Officials Charged with Discharging Emergency Responsibilities
The first step in assuring continuity of government is to have personnel who are authorized and
prepared to carry out emergency actions for government in the event of a natural, technological, or
national security disaster.
Article 15, Section 8638 of the Emergency Services Act authorizes governing bodies to designate and
appoint three standby officers for each member of the governing body.
Article 15, Section 8637 of the Emergency Services Act authorizes political subdivisions to provide for
the succession of officers (department heads) having duties related to law and order and/or health
and safety.
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Article 15, Section 8643 Emergency Services Act describes the duties of a governing body during
emergencies as follows:
▪ Ascertain the damage to the jurisdiction and its personnel and property
▪ Reconstitute itself and any subdivisions
▪ Perform functions in preserving law and order and furnishing local service
Essential Facilities-Alternate Government Facilities
In the event an alternate location is needed to perform the day-to-day governmental functions, staff
will be notified to report to an identified governmental facility location where those functions can be
carried out.
Preservation of Vital Records
In both Burlingame and Hillsborough, the City Clerks are responsible for the preservation of vital
records. Vital records are defined as those records that are essential to:
▪ Protect and preserve the rights and interests of individuals, governments, corporations and
other entities. Examples include vital statistics, land and tax records, license registers, and
articles of incorporation.
▪ Records of this type include utility system maps, locations of emergency supplies and
equipment, emergency operations plan and procedures, personnel rosters, etc.
▪ Re-establish normal governmental functions and protect the rights and interests of
government: constitutions and charters, statutes and ordinances, court records, official
proceedings and financial records.
Each department within the county and the cities/towns should identify, maintain and protect its own
essential records.
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Disaster Service Workers (DSW)
The Disaster Service Worker (DSW) Volunteer Program was created as the result of legislation to
provide workers’ compensation benefits to registered Disaster Service Worker (DSW) volunteers who
are injured while participating in authorized disaster-related activities, including pre-approved
training. Disaster service, as defined for the Program, is designed to aid in the response and recovery
phases in a disaster or emergency. It does not include the day-to-day emergency response activities
typically associated with, for example, law enforcement, fire services or emergency medical services.
The Program also provides limited immunity from liability.
▪ All public employees are included in the disaster service worker status which includes persons
employed by any county, city, state agency or public district.
▪ Any public employees performing duties as a disaster service worker shall be considered to be
acting within the scope of disaster service duties while assisting any unit of the organization or
performing any act contributing to the protection of life or property or mitigating the effects
of an emergency.
▪ Public employees are assigned disaster service activities by their superiors or by law to assist
the agency in carrying out its responsibilities during times of disaster.
▪ Before accepting the duties of employment, all public employees take and subscribe to the
oath or affirmation set forth in the California Constitution, which declares them to be disaster
service workers in time of need.
▪ Most public employees sign the oath or affirmation during the hiring process, and it is kept
with the employer.
▪ Public employees acting as disaster service workers get paid only if they have taken and
subscribed to the oath or affirmation.
▪ Public employee disaster service workers for nonprofit organizations and government cannot
be held liable for their actions during a disaster while acting within the scope of their
responsibilities.
▪ Claims sustained by public employees while performing disaster services shall be filed as
worker compensation claims under the same authorities and guidelines as all employees
within their agency.
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ANNEXES
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EOC Section Position Checklists
Included EOC Section Position Checklists:
➢Management
✓Director of Emergency Services
✓Emergency Manager
✓Legal Officer
✓Liaison Officer
✓Public Information Officer
✓Safety Officer
➢Operations
✓Operations Section Chief
➢Planning and Intelligence
✓Planning and Intelligence Section Chief
➢Logistics
✓Logistics Section Chief
➢Finance and Administration
✓Finance and Administration Section Chief
*For all EOC positions checklists refer to Burlingame/Hillsborough EOC Position Guidebook
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MANAGEMENT- DIRECTOR OF EMERGENCY SERVICES JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR OVERALL EMERGENCY POLICY AND
COORDINATION.
ELEMENTS INCLUDE:
•Overall manage and coordinate emergency response and recovery
operations
•Oversee and manage all Sections in the EOC
•Coordinate and liaison with appropriate federal, state, local
government, private and volunteer entities
•Establish priorities and resolve demand conflicts
•Prepare and disseminate emergency public information, other
essential information and data about impacts and damage
POSITION
OVERVIEW
Overall responsibility and authority for the operation of the EOC. Will
assure EOC is staffed and operated at a level commensurate with the
emergency.
REPORT
TO
LOCAL GOVERNMENT | CITY COUNCIL or DESIGNEE
OPERATIONAL AREA | BOARD OF SUPERVISORS or DESIGNEE
REGIONAL | OES REGION ADMINISTRATOR or DESIGNEE
STATE | OES DIRECTOR or DESIGNEE
TO ME
GENERAL STAFF
⎯ Operations Section
Coordinator
⎯ Planning & Intelligence
Section Coordinator
⎯ Logistics Section Coordinator
⎯ Finance & Administration
Section Coordinator
MANAGEMENT STAFF
⎯ EOC Coordinator
⎯ Public Information Officer
⎯ Legal Officer
⎯ Liaison Officer
⎯ Safety Officer
PLANS
& REPORTS
EOC ACTION PLAN | REVIEW + APPROVAL
ADVANCE PLAN(S) | REVIEW + APPROVAL
DEMOBILIZATION PLAN | REVIEW + APPROVAL
PRESS RELEASES | REVIEW + APPROVAL
REPORTS | REVIEW + APPROVAL
SITUATION STATUS REPORT| REVIEW + APPROVAL
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FORMS &
GUIDES
FORMS
•POSITION JOB AID
•PROCLAMATION RESOLUTION
•ICS-201 INCIDENT BRIEFING
•ICS-202 INCIDENT OBJECTIVES
•ICS-205A COMMUNICATION LIST
•ICS-207 INCIDENT ORGANIZATION CHART
•ICS-208 SAFETY MESSAGE
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOG
•ICS-215 A SAFETY ANALYSIS
•ICS-221 DEMOBILIZATION CHECK OUT
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
•ICS-227 CLAIMS LOG
•ICS-230 DAILY MEETING SCHEDULE
•MEDIA BRIEFING SESSION
•MEDIA CALL
•PUBLIC CALL
•PRESS RELEASE
•DISASTER ASSISTANCE DIRECTORY
GUIDES
•PLANNING “P”
•RECOVERY PLAN / PROJECT MANAGEMENT
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•CALCULATOR(S)
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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MANAGEMENT - EOC MANAGER JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR OVERALL EMERGENCY POLICY AND
COORDINATION.
ELEMENTS INCLUDE:
•Overall manage and coordinate emergency response and recovery
operations
•Oversee and manage all Sections in the EOC
•Coordinate and liaison with appropriate federal, state, local
government, private and volunteer entities
•Establish priorities and resolve demand conflicts
•Prepare and disseminate emergency public information, other
essential information and data about impacts and damage
POSITION
OVERVIEW
The EOC Coordinator assists and serves as an advisor to the Director of
Emergency Services and General Staff as needed. Oversees the overall
functioning of the emergency operations center.
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
PLANS
& REPORTS
YOUR POSITION MAY REQUIRE USING ALL PLANS & REPORTS. PLANS
& REPORTS MENTIONED IN THIS JOB AID:
EOC ACTION PLAN | REVIEW + ASSIST
ADVANCE PLAN(S) | REVIEW + ASSIST
DEMOBILIZATION PLAN | REVIEW + ASSIST
PRESS RELEASES | REVIEW + ASSIST
REPORTS | REVIEW + ASSIST
SITUATION STATUS | DEVELOP
FORMS &
GUIDES
YOUR POSITION MAY REQUIRE USING ALL FORMS & GUIDES. FORMS &
GUIDES MENTIONED IN THIS JOB AID:
•POSITION JOB AID
•PROCLAMATION RESOLUTION
•ICS-202 INCIDENT OBJECTIVES
•ICS-205A COMMUNICATIONS LIST
•ICS-207 INCIDENT ORGANIZATION CHARTICS-205A
COMMUNICATION LIST
•ICS-209 INCIDENT STATUS SUMMARY
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOGICS 221 DEMOBILIZATION CHECK OUT
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALINGMEDIA
BRIEFING SESSION
•PRESS RELEASE
GUIDES
•PLANNING “P”
•LEGAL AUTHORITIES
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TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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MANAGEMENT – LEGAL OFFICER JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR OVERALL EMERGENCY POLICY AND
COORDINATION.
ELEMENTS INCLUDE:
•Overall manage and coordinate emergency response and recovery
operations
•Oversee and manage all Sections in the EOC.
•Coordinate and liaison with appropriate federal, state, local
government, private and volunteer entities
•Establish priorities and resolve demand conflicts
•Prepare and disseminate emergency public information, other
essential information and data about impacts and damage
POSITION
OVERVIEW
Provides legal counsel to the Director of Emergency Services and all City /
Agency Staff in legal matters pertaining to emergency response and
recovery. Assists in the preparation of proclamations, ordinances, and
other legal documents; and maintains the City’s / Agency’s legal records
and reports.
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
PLANS
& REPORTS
SHARES WITH RELEVANT STAKEHOLDERS. DRAFTS AND DEVELOPS
PLANS AS NEEDED.
EOC ACTION PLAN | SUPPORT DEVELOPMENT
LOCAL GOVERNMENT AFTER ACTION REPORT | CONTRIBUTE AS NEEDED
FORMS &
GUIDES
FORMS
•POSITION JOB AID
•PROCLAMATION RESOLUTION ICS-205A COMMUNICATION LIST
•ICS-205A COMMUNICATION LISTICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOGSIS
•ICS-221 DEMOBILIZATION CHECK OUT
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
GUIDES
•LEGAL AUTHORITIES GUIDE
•PROCLAMATION HANDBOOK
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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MANAGEMENT – LIAISON OFFICER JOB AID
MANAGEMENT – PUBLIC INFORMATION OFFICER JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR OVERALL EMERGENCY POLICY AND
COORDINATION.
ELEMENTS INCLUDE:
•Overall manage and coordinate emergency response and recovery
operations
•Oversee and manage all Sections in the EOC
•Coordinate and liaison with appropriate federal, state, local
government, private and volunteer entities
•Establish priorities and resolve demand conflicts
•Prepare and disseminate emergency public information, other
essential information and data about impacts and damage
POSITION
OVERVIEW
Responsible for serving as the point of contact to all internal and external
individuals, organizations, agencies and customers. Oversees all special
events, dignitary visits and field liaison positions
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
PLANS
& REPORTS
SHARES WITH RELEVANT STAKEHOLDERS. NOT RESPONSIBLE FOR
DEVELOPMENT.
EOC ACTION PLAN | ASSIST WITH DISTRIBUTION
SITUATION STATUS REPORT| ASSIST WITH DISTRIBUTION
LOCAL GOVERNMENT AFTER ACTION REPORT| CONTRIBUTE AS NEEDED
FORMS
FORMS
•POSITION JOB AID
•PROCLAMATION RESOLUTION
•ICS-205A COMMUNICATION LISTICS-205A COMMUNICATION LIST
•ICS-209 INCIDENT STATUS SUMMARY
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOG
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALINGICS 221
DEMOBILIZATION CHECK OUT
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR OVERALL EMERGENCY POLICY AND
COORDINATION.
ELEMENTS INCLUDE:
•Overall manage and coordinate emergency response and recovery
operations
•Oversee and manage all Sections in the EOC.
•Coordinate and liaison with appropriate federal, state, local
government, private and volunteer entities
•Establish priorities and resolve demand conflicts
•Prepare and disseminate emergency public information, other
essential information and data about impacts and damage
POSITION
OVERVIEW
Responsible for providing news and information on the emergency /
disaster to the media, the public, all departments and required
agencies.
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
PLANS
& REPORTS
PRESS RELEASES | DEVELOPS
EOC ACTION PLAN | SUPPORT DEVELOPMENT
LOCAL GOVERNMENT AFTER ACTION REPORT | CONTRIBUTE AS
NEEDED
FORMS &
GUIDES
FORMS
•POSITION JOB AID
•MEDIA BRIEFING SCHEDULE
•MEDIA CALL
•PUBLIC CALL
•PRESS RELEASE
•ICS-205A COMMUNICATION LIST
•ICS-208 SAFETY MESSAGE
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOGICS
•221 DEMOBILIZATION CHECK OUT
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
GUIDES
•MEDIA CENTER/JOINT INFORMATION CENTER
•EMERGENCY ALERT SYSTEM NOTIFICATIONS
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•PROJECTOR
RESOURCES
•WORKSTATION/VEST/OFFICE SUPPLIES
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
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SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR OVERALL EMERGENCY POLICY AND
COORDINATION.
ELEMENTS INCLUDE:
•Overall manage and coordinate emergency response and recovery
operations
•Oversee and manage all Sections in the EOC
•Coordinate and liaison with appropriate federal, state, local
government, private and volunteer entities
•Establish priorities and resolve demand conflicts
•Prepare and disseminate emergency public information, other
essential information and data about impacts and damage
POSITION
OVERVIEW
Responsible for identifying and mitigating safety hazards and situations of
potential City / Agency liability during EOC operations. Ensures that all
facilities used in support of EOC operations have safe operating conditions
(building, parking lots, etc.).
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
PLANS
& REPORTS
EOC ACTION PLAN | PROVIDES INPUT
ADVANCE PLANS + REPORTS (DEMO, RECOVERY ETC.) | PROVIDES
INPUT
SITE SAFETY PLAN | UPDATE AS NEEDED
LOCAL GOVERNMENT AFTER ACTION REPORT | CONTRIBUTE AS
NEEDED
FORMS
FORMS
•POSITION JOB AID
•ICS-205A COMMUNICATION LIST
•ICS-208 SAFETY MESSAGEICS-205A COMMUNICATION LISTICS-211
CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOG
•ICS-215A SAFETY ANALYSIS
•ICS 221 DEMOBILIZATION CHECK OUT
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
MANAGEMENT – SAFETY OFFICER JOB AID
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SECTION
OVERVIEW
SECTION IS PRIMARILY RESPONSIBLE FOR MANAGING THE OPERATIONS
OF VARIOUS RESPONSE ELEMENTS INVOLVED IN THE
DISASTER/EMERGENCY
ELEMENTS INCLUDE:
•Fire: Fire/Rescue, Hazardous Materials, Emergency Medical Services,
Environmental Preservation
•Law: Coroner, Law Enforcement, Investigations, Security
•Care & Shelter: Care and Shelter
•Public Works: Street, Traffic, Utilities, Solid Waste, Wastewater,
Parking, Facility and Vehicle Maintenance
•Construction & Engineering: Building Safety, Building Damage, and
Safe Access
POSITION
OVERVIEW
Responsible for the management and coordination of all EOC related
operational functions. The Operations Section Coordinator will ensure,
based on the emergency, that all necessary operational functions have
been activated and are appropriately staffed
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
TO ME
STAFF
•Fire Branch
•Law Branch
•Public Works Branch
•Care & Shelter Unit
•Damage/Safety Assessment Unit
•SUBSECTIONS
•Medical/Health Unit
•CERT Coordinator
•Utilities Unit
•Construction & Engineering
Unit
•Debris Management Unit
PLANS &
REPORTS
EOC ACTION PLAN | SUPPORTS DEVELOPMENT
LOCAL GOVERNMENT AFTER ACTION REPORT | SUPPORT DEVELOPMENT
MULTIPLE STATUS REPORTS | DEVELOP + DISTRIBUTE
DEBRIS MANAGEMENT PLAN | DEVLOP + IMPLEMENT
FORMS
•POSITION JOBAID
•RESOURCE REQUEST
•ICS-202
•ICS-205A COMMUNICATION LIST
•ICS-209 INCIDENT STATUS SUMMARY
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-213RR RESOURCE REQUEST
•ICS-214 ACTIVITY LOG
•ICS-215 OPERATIONAL PLANNING WORKSHEET
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
•WINDSHIELD SURVEY
•INITIAL DAMAGE ESTIMATE
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINE(S)
OPERATIONS – SECTIO1N7 C5 HIEF JOB AID
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•CALCULATOR(S)
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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PLANNING AND INTELLIGANCE – SECTION CHIEF JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR COMPILING, ASSEMBLING, DISPLAYING
AND REPORTING OPERATIONAL INFORMATION RELATED TO THE
INCIDENT
ELEMENTS INCLUDE:
•Collect, evaluate, analyze, display, and disseminate incident
information and status of all assigned and available resources
•Prepare and documenting EOC Action Plan (EAP); develop plans for
demobilization
•Track resources assigned to the incident
•Maintain incident documentation
•Provide anticipatory appraisals and develops plans necessary to cope
with changing events
POSITION
OVERVIEW
Responsible for managing the collection, documentation, evaluation,
forecasting, dissemination and use of information about the development
of the incident and status of resources
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
REPORTS TO ME
STAFF
•Situation Analysis Unit
•Documentation Unit
•Advanced Planning Unit
•Resource Status Unit
•Demobilization Unit
Specialists
•AFN Specialist
•GIS Specialist
•Technical
Specialist
•
PLANS &
REPORTS
EOC ACTION PLAN | OVERSEE DEVELOPMENT
ADVANCE PLANS | OVERSEE DEVELOPMENT
SITUATIONAL STATUS REPORT | OVERSEE MANAGEMENT
OPERATION SECTION REPORTS | OVERSEE COMPLITATION &
DISTRIBUTION
LOCAL GOVERNMENT AFTER ACTION REPORT | SUPPORTS
DEVELOPMENT
DEMOBILIZATION PLAN | OVERSEE DEVELOPMENT
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FORMS &
GUIDE
•FORMS
•POSITION JOB AID
•ICS-201 INCIDENT BRIEFING
•ICS-202 INCIDENT OBJECTIVES
•ICS-205A COMMUNICATI ON LIST
•ICS-207 ORGANIZATION CHART
•ICS-208 SAFETY MESSAGE
•ICS-209 INCIDENT STATUS SUMMARY
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-213RR RESOURCE REQUEST (SEE RESOURCE STATUS UNIT JOB
AID)
•ICS-214 ACTIVITY LOG
•ICS-215 OPERATIONAL PLANNING WORKSHEET
•ICS-215A SAFETY ANALYSIS
•ICS-221 DEMOBILIZATION CHECK OUT LIST
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
•ICS-230 DAILY MEETING SCHEDULE
•RESOURCE TRACKING (SEE RESOURCE STATUS UNIT JOB AID)
GUIDE
•PLANNING “P” GUIDE
TECHNOLOGY
•LAPTOP / COMPUTER
•INTERNET
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•Web EOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
•MAPS
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LOGISTICS – SECTION CHIEF JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR PROVIDING RESOURCES TO SUPPORT THE
CITY’S DISASTER RESPONSE, INCLUDING, BUT NOT LIMITED TO,
PERSONNEL, VEHICLES, AND EQUIPMENT
ELEMENTS INCLUDE:
• Provide operational and logistical support for emergency response
personnel and optimize the use of resources
• Provide support to the other sections of the EOC and support as
directed for field emergency response activities
• Support the restoration of essential services and systems
POSITION
OVERVIEW
Responsible for managing and coordinating logistical response efforts and
the acquisition, transportation, and mobilization of resources
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
TO ME
STAFF
• Communications/IT Unit
• Donations Management Unit
• Facilities Unit
• Personnel Unit
• Supply/Procurement Unit
• Transportation Unit
• Volunteer Coordination Unit
PLANS &
REPORTS
EOC ACTION PLAN | SUPPORT DEVELOPMENT
LOCAL GOVERNMENT AFTER ACTION REPORT | SUPPORT DEVELOPMENT
RESOURCE STATUS | SUPPORT DEVELOPMENT
DEMOBILIZATION PLAN | SUPPORTS DEVELOPMENT
COMMUNICATION PLAN | SUPPORTS MANAGEMENT
COMMUNICATION STATUS REPORT | DEVELOP + DISTRIBUTE
DONATIONS MANAGEMENT PLAN | DEVELOP + DISTRIBUTE
FEEDING PLAN | DEVELOP + DISTRIBUTE
TRANSPORTATION PLAN | DEVELOPS (CAN USE TRANSPORTATION
STATUS REPORT AS BASIS FOR PLAN)
TRANSPORTATION STATUS REPORT | DEVELOP + DISTRIBUT
FORMS
• POSITION JOB AID
• ICS-205A COMMUNICATION LIST
• ICS-207 ORGANIZATION CHART
• ICS-208 SAFETY MESSAGE
• ICS-211 CHECK-IN LIST
• ICS-213 MESSAGE FORM
• ICS-213RR RESOURCE REQUEST
• ICS-214 ACTIVITY LOG
• ICS-221 DEMOBILIZATION CHECK OUT LIST
• ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
• RESOURCE TRACKING
• RESOURCE REQUEST
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•DISASTER SERVICE WORKER VOLUNTEER REGISTRATION
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINE(S)
•CALCULATOR(S)
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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FINANCE AND ADMINISTRATION – SECTION CHIEF JOB AID
SECTION
OVERVIEW
SECTION IS RESPONSIBLE FOR PROVIDING FINANCIAL SUPPORT AND
COORDINATION
ELEMENTS INCLUDE:
•Protect Life, Property, and the Environment
•Provide Continuity of Financial Support to the City and Community
•Document and Manage City costs and recovery of those costs as
allowable
•Maintain a positive image for the City in its dealings with the
community
POSITION
OVERVIEW
Responsible for the financial support, response, and recovery for the
incident. This includes ensuring that the payroll and revenue collection
process continuing and activating the Disaster Accounting System.
REPORT TO MANAGEMENT | DIRECTOR OF EMERGENCY SERVICES
TO ME
STAFF
•Compensation and Claims Unit
•Cost Accounting Unit
•Deputy Finance & Administration Section Coordinator
•Purchasing Unit
•Recovery Unit
•Time Keeping Unit
PLANS
& REPORTS
ASSESS, TRACKS, AND ORGANIZE COST OF IMPLEMENTATION PER STATE
AND FEDERAL COST RECOVERY GUIDELINES
EOC ACTION PLAN | SUPPORT DEVELOPMENT
ADVANCE PLAN(S) | SUPPORT DEVELOPMENT
FINANCE SECTION REPORT(S) | REVIEW + APPROVAL
INCIDENT PROCUREMENT PLAN | CONTRIBUTE + SUPPORT
DEVELOPMENT (SEE PURCHASING UNIT JOB AID)
LOCAL GOVERNMENT AFTER ACTION REPORT | SUPPORT
DEVELOPMENT
RECOVERY PLAN | DRAFT + SUPPORT DEVELOPMENT (SEE RECOVERY
UNIT JOB AID)
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FORMS &
GUIDES
FORMS
•POSITION JOB AID
•RESOURCE TRACKING (SEE TIME KEEPING UNIT JOB AID)
•ICS-205A COMMUNICATION LIST
•ICS-208 SAFETY MESSAGE (SEE COMPENSATION & CLAIMS UNIT JOB
AID)
•ICS-211 CHECK-IN LIST
•ICS-213 MESSAGE FORM
•ICS-214 ACTIVITY LOG
•ICS-215 A SAFETY ANALYSIS (SEE COMPENSATION & CLAIMS UNIT
JOB AID)
•ICS-221 DEMOBILIZATION CHECK OUT LIST
•ICS-226 FOR PROFESSIONAL DEVELOPMENT CREDENTIALING
•ICS-227 CLAIMS LOG (SEE COMPENSATION & CLAIMS UNIT JOB AID)
GUIDES
•PUBLIC ASSISTANCE DAMAGE CATEGORIES
TECHNOLOGY
•LAPTOP
•PHONE (DESK OR CELL)
•PRINTER(S)
•FAX MACHINES
•CALCULATOR(S)
•PROJECTOR
RESOURCES
•WORKSTATION
•POSITION BINDER (CAN BE VIRTUAL)
•WebEOC
•EMERGENCY OPERATIONS PLAN (EOP) AND ANNEXES
•VEST
•OFFICE SUPPLIES
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Emergency Action Plan Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
The action planning process is an essential toll used in managing major emergency situations. The action
planning process is a key element that the entire organization will be focused and acting as a united
and coordinated body. There must be a clear understanding of the objectives, operational period of the
next shift and the EOC Section and individual unit leader tasks to complete the overall organizational
objectives and priorities. For field operation, Incident Action Plan (IAP) is used; in the EOC the term
would be EOC Action Plan (EAP). An EAP and IAP provide a coherent means of communicating the
overall incident objectives in the context of both operational and support activities.
EAP
Written EAP
A written EAP is a significant tool and provides vital and useful information:
▪Clear statement of objectives and actions
▪Basis for measuring work effectiveness and cost effectiveness
▪Basis for measuring work progress and providing accountability
▪Documentation of planned event flow
Operational Periods
Operational periods can be of various length of time (e.g. 4, 6, 12 hours are common) but usually not
longer than 24 hours. The time period is established by the EOC Director and may be determined by
these issues:
▪Length of time needed to achieve objectives
▪Availability of fresh resources
▪Environmental considerations (e.g. light, weather)
▪Safety consideration
Most jurisdictions strive to adjust to 12 hours Operational Periods once the 1st Operational Period has
been completed. The first period should extend through the essential life safety issues if possible.
Operational Periods should strive to align with day/night operations (0600 – 1800; 1800 – 0600).
Management by Objectives
Management by objectives represents an approach that is communicated throughout the entire ICS
organizations. The approach includes the following:
▪Establishing overreaching objectives
▪Developing and issuing assignments, plans, procedures, and protocols
▪Establishing specific and measurable objectives for various incident management functional
activities and directing efforts to attain them in support of strategic objectives
▪Documenting results to measurable performance and facilitating corrective action
Objectives that are Measurable
EAP identify measurable objectives. Measurable objectives ensure fulfillment of incident management
goals. Objective setting begins at the top and is communicated throughout the entire organization.
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▪List of objectives – statement of expected achievements; objectives must be attainable,
measurable and flexible
▪Organization – elements of the ICS organization that will be active and in place for the next
operational period
▪Tactics and Assignments – the tactics and operations for achieving the objectives; tactics are
often set by the Operations Section; resource and acquisition of necessary and material are
accomplished by the Logistics and Finance Sections
▪Supporting Material – includes maps, weather information, special information,
communication plan and any other useful data.
Responsibilities for Action Planning
The Planning Section Coordinator is responsible for scheduling and orchestrating the action-planning
meeting whenever the EOC is activated and follow-on shifts are required. The EAP is developed in the
Plans Section and approved by the EOC Director; the Operation Section Coordinator directs the
implementation of the EAP.
Sequence of Activities for Action Planning Process
1.Planning Section Coordinator schedules the Action Planning meeting 2-3 hours prior to
Operational Period shift change; conducted apart by close by the EOC; attended by EOC
Command and necessary General Staff; reference current EAP in use
2.Planning Section Coordinator will brief the assembled group on current situations including the
status of response to meet the objectives of the current EAP
3.Section Coordinator will brief on status of current situations in the EAP
4.Group starts identifying specific objectives for next operational period
5.When the group has completed the process and identified the objectives, the Planning Section
Coordinator finalizes the EAP
6.Planning Section Coordinator circulates plan for sign-off by other Section Coordinator; the EAP
is returned to the Planning Section Coordinator
7.Planning Coordinator finalizes the EAP that includes any edits from other Coordinators into a
final document for review and approval by EOC Director
8.Off-going Section Coordinators brief the on-coming Coordinators of the new EAP
a.Operation Section determines the actions necessary to continue to support protection
or life and property and support field operations
b.Plans Section continues to collect information and intelligence necessary to maintain
situational status, documentation, and production of reports and documents
c.Logistics Section determines the requirements for obtaining needed personnel,
supplies, material, and resources to support EOC and field operations.
d.Finance Section determines its requirement for payment, documentation and recovery
of funds for personnel, supplies and material to support operation.
Action Plan Meeting
The Planning Section Coordinator is responsible for coordinating the Action Planning Meeting and to
ensure productivity, efficiency, and timing.
▪Participants need to be engaged and prepared
▪Strong leadership is essential and evident
▪Agency representatives must be able to commit resources
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▪Current EAP should be available
▪Limited distractions (interruptions from people, calls, etc.)
Operational Period Transition & Transfer of Command
About 30 minutes prior to the end of period, a formal briefing should be conducted by the off-going
EOC Team for the in-coming EOC Team. Command should brief the in-coming EOC Director of all
relevant information; the Plans Section should document the transfer of command. The briefing should
include the following:
1.Situation Overview – provide an understanding of all EOC and field operations
a.The timeline of incident events
b.Key factors
c.Location(s) of relevant incidents
2.Emergency response actions in process – brief description of current or pending actions;
identification of field operations (identifiers)
3.Time period of next Operational Period – EOC Director will announce the time period
4.Identify objectives for next period – identify objectives and priorities for next operational
period
After Action Plan
Overview
The completion of an After-Action Report (AAR) is part of the SEMS compliance. SEMS Regulation
section 2450
(a) Any city, city and county, or county declaring a local emergency for which the governor proclaims a
state of emergency, and any state agency responding to that emergency shall complete and transmit
an after action report to Cal EMA within ninety (90) days of the close of the incident period as specified
in California Code of Regulations, Title 19, §2900(j).
(b) The after-action report shall, at a minimum, be a review of response actions taken, application of
SEMS, suggested modifications to SEMS, necessary modifications to plans and procedures, identified
training needs, and recovery activities to date. Use of After-Action Reports
After-Action Reports are made available to interested public safety and emergency management
personnel and serve the following important functions:
▪Source of documentation of activities
▪Identification of problems/successes during operations
▪Analysis of the Effectiveness of the components of SEMS
▪Describe and define a plan of action for implementing improvements
The SEMS approach to the use of AAR emphasizes on the improvement of emergency management at
all levels. The AAR provides a vehicle for not only documenting system improvements but can also
provide a work plan for how these improvements can be implemented.
After-Action Report Process
This process should be initiated during the response phase that will require an AAR. The person
assigned should have some familiarity and background of the planning function, awareness of
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emergency operations, and understanding of SEMS. The writing process should be initiated in and
assigned to the Plans Section. Following the closure of emergency operations, the orchestration for
completion of the AAR would be transferred to CCFD’s Emergency Management.
Documentation Process
Documentation actions should be initiated early during emergency operations. It is important for the
following reasons:
▪Essential to operational decision making
▪Could have future legal implications
▪Could affect reimbursement eligibility
Documentation may be comprised from a variety of sources and may be retained in various forms such
as:
▪Written forms
▪Electronic (emails, texts, alerts, social media blasts)
▪Checklists
▪FEMA-developed forms
▪EAPs
▪Activity logs
▪Visual (video, photographs)
▪Other form of documentation
Data Gathering
In an attempt to capture as much critical and useful information as possible the following methods may
prove affective to collect data:
▪Exit interviews
▪Critiques or workshops
▪Surveys
▪AAR research teams
After-Action Report Preparation
The following are recommended steps to prepare the AAR:
1.Compile the information collected from surveys, workshop, and interviews and sort the data
according to the areas covered
2.Review, analyze and sort documentation according to areas covered
3.Prepare AAR drafts and distribute for review and approval to participants (Section Coordinators
and senior officials)
4.Prepare final report and forward it to city managers, County OES, State OES
Corrective Actions and Mitigation Plans
Corrective Action Plans are designed to implement procedures that are based on lessons learned from
incidents. Mitigation plans describe activities that can be taken prior to, during or after an incident to
reduce or eliminate risks to persons or property, or to lessen the actual or potential effects or
consequences of an incident.
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Earthquake Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
The San Francisco Bay Area are subject to major earthquakes. As demonstrated by past earthquake
events, such as the 1906 and 1989 earthquakes, a large earthquake will cause major damage on a
regional basis, destroying or damaging thousands of buildings, disrupting transportation and utility
systems, and causing thousands of injuries or fatalities. Response to a disaster of this magnitude will
severely strain the resources of both the public and private sectors in the region.
Purpose
This annex is a scenario-specific application of the EOP. Unlike other natural disasters, earthquakes
occur without notice or warning and could strike anytime. The unpredictable nature of an earthquake
and its aftershocks create probability of catastrophic damage throughout the county. The severity of
the earthquake’s impacts may overwhelm the capabilities for response for Burlingame and
Hillsborough.
Initial Response / Situational Awareness
In accordance with the principles of the SEMS, NIMS and ICS the response to an emergency or disaster
will be managed at the lowest level possible. Accordingly, Burlingame and Hillsborough will have the
primary responsibility for responding to the impacts of the earthquake that occur within their own
jurisdictions.
Given that an earthquake is a no-notice incident, it is critical to obtain situational awareness of the
incident so that the appropriate resources can be deployed into the affected areas. While the ability to
perform reconnaissance and to gather, verify, consolidate, and distribute confirmed situation
information is vital to the response, it is equally important that initial response strategies are developed
with an accurate picture of the potential scope of the disaster.
It is anticipated that resource requests will be relayed to mutual aid partners without delay and
automatic aid for fire resources. When resources are exhausted, the Operational Area will be requested
to support the OES Region. Allocation of resources will be made based on life safety, incident
stabilization, and preservation of important property.
In an area-wide catastrophic disaster, Burlingame and Hillsborough recognize that immediately
following the earthquake, mutual aid assistance may be limited or non-existent and may need to rely
upon available local resources.
Reference: San Mateo County EOP Earthquake Annex (2017)
Bay Area Earthquake Plan (2016)
Response
Public Safety and Public Works will be the initial responders following an earthquake. Following a brief
initial department assessment (equipment and response capabilities), responders will follow policies,
procedures, and protocols. Intelligence, field reports, and information will determine if activation is
warranted.
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Response agencies: Central County Fire Department
Burlingame or Hillsborough Public Works Department
Burlingame or Hillsborough Police Department
Various city departments
Support agencies: San Mateo County EMS
San Mateo County OES
San Mateo County Human Services Agency
Allied agencies (local, county, state, federal)
American Red Cross
Salvation Army
BEFORE
Preparation
The preparedness phase occurs to and in anticipation of a catastrophic earthquake. This phase focuses
on promotion of increased public awareness of the potential emergency, preparation of necessary
materials, and equipment or response to the emergency, and training for emergency response
personnel. Typical functions of the preparedness phase include conducting public information
programs, maintaining emergency resources inventory lists, and conducting exercise and training
programs.
The following activities are associated with the preparedness phase:
▪ Provide training and information to mitigate the effects of a catastrophic event (earthquake)
▪ Train and equip response personnel
▪ Identify local staging areas and fuel sources
▪ Identify transportations resources and facilities, to include transportation for the injured,
disabled, and others with access and functional needs
▪ Identify large, adequately equipped shelter facilities and transportation resources
▪ Identify adequate locations that could serve as Points of Distribution (PODs)
▪ Promote employee personal preparedness
▪ Encourage public preparedness
Mitigation
It is recognized that preventing a catastrophic event from happening cannot occur; however, there are
measures that can be taken to lessen the effects.
Such measures could include:
▪ adopting seismic resistant design standards, some of which are currently being followed
▪ comply with floodplain management guidelines
▪ adopting seismic non-structural design standards such as FEMA guides.
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In September 2016, San Mateo County adopted an updated countywide Hazard Mitigation Plan which
included annexes from Burlingame and Hillsborough. That plan outline earthquake mitigation action
items that may help reduce the impact from such incidents.
Reference: San Mateo County Hazard Mitigation Plan (2016)
DURING
The response phase occurs from the onset of an earthquake and lasts until lifeline systems are at least
partially restored. During this phase, functions that are critical to saving lives, to protecting people, and
meeting basic human needs are performed. During this phase, functions that are critical to securing
critical infrastructure and safeguarding records are also performed. This would include the activation of
the EOC.
All EOC Sections
• Obtain current overall situational update for effected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases (alerts)
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures
3. Communicate with incident command post (ICP)
4. Support non-incident related operations
5. Keep PIO informed of urgent and important information
6. Keep Logistics Section updated on equipment requests (current and anticipated needs)
7. Request additional resources (internal and/or external) [personnel and/or equipment]
8. Support mass care and shelter operations
9. Support field evacuation operations
10. Support alerts and notifications
11. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
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2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Document necessary and appropriate damage for possible claims/reimbursement
5. Update Web EOC as warranted with relevant information
6. Plan for additional operation periods
7. Support evacuation process
8. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request
2. Secure additional request as possible
3. Contact local vendors or OES for mutual aid requests
4. Support evacuation or shelter operations
5. Support evacuation process
6. Anticipate possible needs from interactions with OPS Section
Finance
1. Track expenditures of personnel, time costs, equipment, and related purchases
2. Track receipts and financial records
Phase 1 (initial occurrence through day 14)
Focus is upon notification, situational awareness, initiation of response resources with a priority on
lifesaving and damage assessment. Continued priority remains on lifesaving, as well as life-sustainment
operations to include medical treatment, sheltering/mass care services, and possibly evacuation.
Mutual aid resources will have been requested and may be activated and possibly deployed in many
cases.
EOC activation would follow the EOC Activation Annex and the Emergency Action Plan Annex.
Public Works / Engineering Division and Building Division is responsible for overseeing the evaluations
of city-owned facilities.
Following an earthquake, three levels of evaluations take place. These should be performed by qualified
individuals.
• Rapid evaluations (ATC-20 Rapid) – a quick safety review of the building, with approximately 10
-20 minutes spent on each building;
• Detailed evaluations (ATC-20 Detailed)– a more thorough assessment/evaluation of the
integrity of the framing system and building’s structure that may take from one to four hours;
and,
• Engineering evaluations – comprehensive assessments performed by professional engineers
and architects at the request of the facility owner(s) to ascertain the damage, its cause, and
how to repair it.
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Phase 2 (Day 14 – through 6 month)
Continued life-sustaining operations as required and focus on essential emergency repairs to critical
infrastructure. Federal Emergency Management Agency (FEMA) disaster assistance programs will be
implemented for housing, debris management, and repair/restoration of critical infrastructure. State
and federal supplemental assistance will have arrived.
The EOC will remain activated as determined by the EOC Director and/or city managers.
Recover y
There are usually no clear distinctions between when the response phase ends, and the recovery phase
begins. This is even more difficult to distinguish during an earthquake due to possible aftershocks. There
is typically a period after the earthquake in which both phases are in effect simultaneously. The recovery
phase can last for years. During this phase, the state and federal governments may provide disaster
relief upon a Governor’s Proclamation and a Presidential Disaster Declaration. Functions during this
phase include federal relief for public and individual assistance, establishment of Disaster Recovery
Centers (DRCs), establishment of temporary housing facilities, and federal disaster loans and grants.
Long-term recovery includes restoration of affected areas to their normal or to an improved state.
Recovery and re-entry update information will be provided through the media. Re-entry control points
must be established for the public who have a need to re-enter into the disaster areas following an
earthquake.
AFTER
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place (Continuity of Operations)
3. Continue to release relevant public information and media reports; orchestrate multiple
communicate avenues to residents and businesses regarding recovery information
4. Review EOC operations and staffing and adjust appropriately – plan for operational periods as
necessary
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Support shelter operations; oversee transition from temporary sheltering to long term
temporary housing options
4. Support alerts and notifications
5. Support re-entry operations of evacuated residents
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Planning
1. Draft and orchestrate development of EAP
2. Continue to document and track recordings of activities
3. Draft plan and coordinate re-entry process of any evacuated residents
4. Develop medium term recovery plans
5. Collect documentation for AAR
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
2. Support shelter and evacuation center operations and transitioning from city managed short
term care to external long-term options
3. Support re-entry process of evacuated residents
Finance
1. Collect expense reports, prepare summary reports
2. submit forms for possible claims and/or reimbursement
____________________
After action reports should be generated; these should include any improvements, recommendations,
suggestions and plans.
Debris Removal – Public Property
In accordance with FEMA’s Debris Removal Guidance, debris removal from public property may be
eligible for public assistance grants. Eligible applicants include state and local governments, Indian
tribes, and certain private non-profit organizations. To be eligible for FEMA funding, the debris removal
work must:
• Be a direct result of a Presidentially declared disaster;
• Occur within the designated disaster area; and,
• Be the responsibility of the applicant at the time of the disaster.
In addition, debris removal work must be necessary to:
• Eliminate an immediate threat to lives, public health and safety;
• Eliminate immediate threats of significant damage to improved public or private property;
• Ensure the economic recovery of the affected community to the benefit of the community-at-
large.
Debris Removal – Private Property
In accordance with FEMA’s Debris Removal Guidance, debris removal from private property is typically
not eligible for disaster assistance grants because it is the ultimate responsibility of the property owner
to remove the debris. If debris on the private property is obstructing any public roadways or facilities,
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or is causing a local public health threat, the local government had the authority to be reimbursed for
debris removal expenses. In addition, the State or local government may in some cases need to demolish
a private facility that is unsafe and causing a threat of safety to life, property, and the environment.
The demolition of unsafe privately-owned structures and subsequent removal of demolition debris
may be eligible when the following conditions are met:
• The structures are damaged and made unsafe by the declared disaster, and located in the area
of the disaster declaration;
• The applicant certifies that the structures are determined to be unsafe and pose an immediate
threat to the public;
• The applicant has demonstrated that it has legal responsibility to perform the demolition;
• A legally authorized official has ordered the demolition of unsafe structures and removal of
demolition debris;
• The applicant has indemnified the federal government and its employees, agents, and
contractors from any claims arising from the demolition work; and,
• The demolition work is completed within the completion deadlines outlined in 44 CFR §206.204
for emergency work.
Phase 3 (6 months through 3 to 5 years)
Continued support of Phase II with housing assistance, FEMA assistance programs, and initiation of long-
term recovery strategy/programs with a goal toward fully implemented long-term recovery programs.
This phase is to be considered a “recovery” phase, which will include the implementation of significant
state and/or federal assistance programs.
Documentation
Documentation is the key to recovering eligible emergency response and recovery costs. Damage
assessment documentation will be critical in establishing the basis for eligibility of disaster assistance
programs. Under the State’s California Disaster Assistance Act (CDAA), documentation is required for
any earthquake damage sustained to the following:
▪ Public buildings
▪ Flood control works
▪ Irrigation works
▪ City streets
▪ Bridges
▪ Other public works facilities
Under federal disaster assistance programs, documentation must be obtained regarding earthquake
damages sustained to:
▪ Roads (Public)
▪ Water control facilities
▪ Public buildings and related equipment
▪ Public utilities
▪ Facilities under construction (all facilities or only public facilities)
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▪ Recreational and park facilities
▪ Educational institutions (Public)
▪ Certain private non‐profit facilities
Earthquake debris removal and emergency response costs incurred by the affected entities should also
be documented for cost recovery purposes under the federal programs. It will be the responsibility of
the County, local jurisdictions, and special districts to collect documentation of these damages.
The information documented should include the location and extent of damage, estimates of costs for
debris removal, emergency work and repairing or replacing damaged facilities to a non-vulnerable and
mitigated condition. The cost of compliance with building codes for new construction, repair and
restoration will also be documented. The cost of improving facilities may be provided under federal
mitigation programs.
Documentation must begin at the field level and continue throughout the operation of the EOC as the
disaster unfolds. Documentation is the key to recovering expenditures related to emergency response
and recovery operations.
Potential Resource Requests
Regardless of preparation, Burlingame and Hillsborough will experience shortages of critical resources
necessary to respond to the earthquake. Assumptions regarding necessary resources are described
below. These resources may be available through the Mutual Aid system, the State and Federal
governments, or the private sector.
• Teams to support fire-fighting operations and search & rescue
• Law enforcement resources for security
• Vehicles to move first responders, evacuees, and displaced residents
• Medical health professionals and resources
• Vehicles to move the injured and medically fragile
• Bedding, food, water, generators, medical supplies, sanitation supplies, qualified staff, and
security for shelters
• Additional shelter space
• Mental health professionals and counselors
• Building inspectors
• Heavy equipment and operators for emergency shoring and debris removal, reduction,
transport, and disposal
• Equipment, staff, and supplies for handling fatalities
• Water, food, supplies, sanitation facilities, and generators to support emergency operations and
to support residents
• Fuel
• Qualified emergency managers and other staff to support EOC and DOC operations
• Public Information Officers (PIOs)
• Interpreters and translators
• Structural and civil engineers
• Utility restoration teams (power, gas, water, sewer)
• Communication restoration teams (satellite, cellular, wired, voice/data/video)
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Severe Weather Annex
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Purpose
This Annex provides information and guidance that are specific to mitigating, planning, response, and
recovery actions that may be necessary to manage severe weather situations in either Burlingame
and/or Hillsborough. To be used following the need to activate the EOC.
1. Multiple DOCs have been activated and better coordination is warranted, or
2. Conditions are such that overall coordination would be beneficial at a higher level
Overview
Severe weather usually occurs during the fall and winter months and is accompanied by wind and rain
and potentially associated with flooding, slides, downed trees, and utilities outages.
Lead agency: Burlingame or Hillsborough Public Works Department
Support agencies: Burlingame or Hillsborough Police Department
Burlingame Parks & Recreations
Central County Fire Department
San Mateo County OES
BEFORE
Mitigation
Weather history has shown that weather patterns change. The actual start date and intensity of winter
weather varies; however, knowing that the area tends to experience winter storms regularly allows for
actions that could mitigate their impact. This could include the following:
▪ Maintaining and clearing storm drains inlets and pipelines
▪ Maintaining and clearing of creeks, trash ramps, and trash bars
▪ Maintaining creek and drain monitoring equipment
▪ Continual street sweeping activity to prevent the intrusion of debris into storm drain system
▪ Regular maintenance, repairs and upgrades of storm water and sanitary sewer pumps, pump
stations and related equipment
▪ Drafting of storm response plans
▪ Removal of debris or dead plants or trees in advance of storm season
▪ Ensure tree and branch maintenance near power lines
▪ Ensure needed storm response supplies are stocked, including sandbag equipment, generators
have been serviced and fuels and barricades are workable and in stock
▪ Encourage residents to register for SMC Alert
▪ Reminding residents to “storm ready” their property, check and restock emergency supplies,
and have plans in case of power outages; utilizing community groups to educate public on storm
preparations
▪ Maintain updated information on shelters and evacuation centers
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▪ Provide staff with seasonal weather outlook from National Weather Service (NWS)
▪ Remind residents who live adjacent to a creek to minimize flow impact by keeping the creek
clean and clear of debris
Mitigation efforts should be coordinated and in concert with the Hazard Mitigation Plan (2016).
Pre paration
During winter storm season, it is important that people are prepared for and know how to respond.
Since various departments are designated as first responders (fire, police and public works), they should
stay updated on current and upcoming weather conditions; the emergency preparedness division can
augment this information. When a storm is predicted for the area, departments should make
appropriate plans based on the potential impact. This could include:
▪ Staging of resources or material at strategic locations
▪ Staffing personnel to ensure adequate coverage
▪ Notifying residents
▪ Staff meetings or planning sessions
▪ Monitoring of storm’s progress
▪ Contacting NWS
▪ Interacting with county allied agencies
▪ Checking equipment and supplies
▪ Refueling of vehicles in accordance with storm readiness plans
▪ Inspect known local “hot spots”
▪ Review local tide charts
Lead agency: Burlingame or Hillsborough Public Works Department
Support agencies: Burlingame or Hillsborough Police Department
Central County Fire Department
San Mateo County OES
Once activated, use the following for EOC operations:
DURING
Response
Response will depend on the actual intensity of and impact from the storm. First responder units and
departments will respond according to their respective Standard Operating Procedures (SOPs).
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
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Management
1) Orchestrate support of field operations
2) Manage EOC operations - establish objectives and operational periods
3) Draft and distribute relevant and timely media and public information releases
4) Communicate with respective city council
5) Liaison between EOC and allied agencies
Operations
1) Monitor and support all field operations
2) Ensure departments and responders follow appropriate protocols and procedures
3) Field crews should monitor prone / problem areas
a. Flood prone
b. Creeks, streams and waterways
4) Manage downed trees and other debris
5) Monitor Effectiveness of pump stations
6) Prioritize storm related response to incidents
7) Keep PIO informed of urgent and important information
8) Keep Logistics Section updated on equipment requests (current and anticipated needs)
9) Public Works Branch Director updates OPS Section Coordinator especially when significant
changes occur
a. Change in intensity of storm
b. Significant utility outages
c. Roadway closures
10) CERT activation; community groups assistance
11) Support any mass care and shelter operations
12) Request additional resources (internal and/or external) [personnel and/or equipment]
13) Assist with damage assessment
14) Support any field evacuation operations
15) Complete appropriate documentation
Planning
1) Draft Emergency Action Plan (EAP) – facilitate input from all EOC Sections
2) Support field evacuation operations
3) Consider need for evacuation centers
a. Location
b. Staffing
c. Water and food
d. Informing residents
e. Transportation
f. Pet care
g. Use tracking system
4) Monitor current and predicted weather conditions
5) Document necessary and appropriate damage for possible claims/reimbursement
6) Collect damage assessment documentation
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7) Update Web EOC as warranted with relevant information
8) Initiate planning process for transition from Response phase to Recovery
Logistics
1) Make contact with vendors
2) Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
3) Support any field evacuation operations
Finance
1) Track expenditures of personnel, equipment, and related purchases
2) Track receipts and financial records
3) Pay for any immediate storm related costs
AFTER
Recovery
Planning for recovery should start during the response phase. While there is no specific time when the
response phase transitions to the recovery phase, it will probably occur after the storm has passed
through the area. Even though there may still be a number of calls for service because of the impact,
the intensity has subsided. The EOC should continue to document storm related expenses for potential
reimbursement.
Management
1) Orchestrate support of recovery efforts
2) Ensure needed city operations/services are in place
3) Continue to release relevant public information and media reports
4) Review EOC operations and staffing and adjust appropriately
Operations
1) Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2) Oversee damage clean up and debris removal
3) Continue support of any shelter locations until shelter or EOC is closed
4) Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
5) Oversee restoration of utilities
6) Assist in collecting damage assessments
7) Support re-entry process of evacuated resident
Planning
1) Continue to document and track recordings of activities
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2) Draft EOC deactivation plan
3) Monitor any relevant weather-related activity
4) Coordinate re-entry process and operations of any evacuated residence
5) Collect damage assessment reports
Logistics
1) Support local assistance centers, Small Business Administration (SBA) assistance
2) Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
3) Support reentry process of evacuated residents
4) Support any evacuation or sheltering operation and assist in transition for closing
Finance
1) Pay for any outstanding incident related expenses
2) Collect expense reports, prepare summary reports; submit forms for possible claims and/or
reimbursement
3) Support local assistance centers, Small Business Administration (SBA) assistance
____________________
An After-Action Report should be generated; these should include any improvement suggestions and
plans. Suggestions and plans should have an effect on mitigation and preparation efforts.
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Potential incident timetable
Flood/
Winter
Storm
Incident
+1 Hour +2 Hours +6 Hours +10(+) Hours
Managem
ent
Activate EOC
Policy
meeting to
determine
next steps
Press
Release/press
conference
Determine when “All clear”
Plan for next cycle of operations
if needed
Emergency declaration if needed
Operation
s
Activate section
Order Public Works
equipment
CERT activation
Support field incidents
responders
Enforce road
closure
Deploy 1st
responders
CERT
deployment
Enforce road
closure
Begin damage
assessment
Enforce road closure
Report damage assessment
Inspect buildings/tag
Clear debris/roadways
Plan for next cycle of operations
if needed
Planning
Activate section
Brief Section Coordinators on
NWS update
Calculate and map
inundation area
Brief Section
Coordinators
on NWS
update
Calculate
inundation
area
Brief Section
Coordinators on
NWS update
Collect damage
assessment data
Brief Section Coordinators on
NWS update
Collect damage assessment data
Plan for next cycle of operations
if needed
Logistics
Activate section
Request PW equipment
Establish contact w/ vendors
if necessary
Arrange
delivery of
needed PW
assets
Continue to
support
Continue to support
Plan for next cycle of operations
if needed
Finance
Activate section
Account for activated
personnel (EOC & field
personnel assigned to
incident)
Establish contact w/ vendors
if necessary
Start process
of keeping
track
expenditures
Continue to
support
Tabulate damage costs and
expenditures of County
resources
Plan for next cycle of operations
if needed
Liaison
(EOC)
Activate position
Contact employees
Update EOC staff on status of
operations
Assist in
communicati
on with
outside
agencies
Update EOC staff
on status of
operations
Begin damage
assessment
Update EOC staff on status of
operations
Report damage assessment
Plan for next cycle of operations
if needed
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Slide Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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BEFORE
Mitigation
In concert with the Hazard Mitigation Plan and Annexes, efforts to minimize impacts can include:
▪ Updating General Plan, associated building and land use codes and regulations
▪ Updated fire codes including wildland urban fire interface
▪ Employing soil erosion testing, tools and techniques
▪ Monitoring problematic and identified areas
▪ Informing residents of potential hazards and mitigation efforts they may choose to employ
▪ Develop and maintain plans for responses to slides
▪ Practice rescue procedures in event of needed trapped or stranded individuals
▪ Homeowners should explore coverage options with their insurance companies
Preparation
Since many of the area slides occur during severe winter weather, first responder agencies and residents
should have an awareness of changing conditions and make necessary preparations.
Fire, law, and public works should have sufficient equipment and personnel to manage incidents and
request mutual aid as needed. Plans should be in place to address a slide situation should one occur.
This could include:
▪ Road closures
▪ Utility disruptions or outages – gas leaks, downed power lines, water main breaks
▪ Multiple affected buildings
▪ Trapped or stranded residents
▪ Evacuated residents
▪ Portable water shutoff and bypassing
DURING
Response
Slides may occur without warning. Field responders should respond according to the response protocols
and practices. Escalating situations or number of incidents may warrant additional city resources. On
site incident commanders or DOC (if activated) leaders will determine the need for escalating the
incident.
If the EOC has been activated:
Response agencies will follow standard operating protocols and procedures.
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EOC Section Roles and Responsibilities
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures (SOPs)
3. Communicate with incident command post (ICP)
4. Support non-incident related operations
5. Support any field evacuation operations
6. Support any mass care and shelter operations
7. Keep PIO informed of urgent and important information
8. Keep Logistics Section updated on equipment requests (current and anticipated needs)
9. Request additional resources (internal and/or external) [personnel and/or equipment]
10. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Coordinate any field evacuation operations
5. Document necessary and appropriate damage for possible claims/reimbursement
6. Update Web EOC as warranted with relevant information
7. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
2. Support any evaluation or sheltering operations
3. Support any field evacuation operations
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
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AFTER
Recovery
Depending on the extent of the damage property owners may be displaced and need assistance in
relocation efforts. If the damage is minimal, residents may consult with city officials and subject matter
experts as well as their insurance companies on ways to repair the area. However, severely damaged
building may be unusable and not suitable for occupancy in which case city officials and expects may be
called upon to determine what actions are necessary to address the situation.
If the slide has affected roadways, public works is charged with overseeing the clearing and clean up.
Working with the police department, access to impacted areas may be limited to neighborhood traffic
only.
EOC Section Roles and Responsibilities
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
4. Support any re-entry process of evacuated residents
5. Support any evacuation or sheltering operation and transition to closing facility
Planning
1. Continue to document and track recordings of activities
2. Monitor any related weather or environmental conditions
3. Coordinate and support any re-entry operations of evacuated residents
4. Collect documentation for AAR
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
2. Support any evacuation or sheltering operation and transition to closing facility
3. Support any re-entry process of evacuated residents
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Finance
1. Collect expense reports, time costs; prepare summary reports; submit forms for possible claims
and/or reimbursement
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should influence future planning and preparation efforts.
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Civil Disturbance Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
Civil disturbances are public crises that occur with or without warning and may adversely impact
portions of Burlingame and/or Hillsborough. This Annex outlines planning methods and response roles
and responsibilities.
Purpose
This Annex provides information and guidance that are specific to planning, response and recovery
actions that may be necessary to manage civil disturbance situations in either Burlingame and/or
Hillsborough.
Lead agency: Burlingame or Hillsborough Police Department
Support agencies: Burlingame or Hillsborough Public Works Department
Central County Fire Department
San Mateo County EMS
San Mateo County OES
Allied and/or neighboring law enforcement agencies (local, state, federal)
BEFORE
Mitigation
Various departments are tasked with efforts to maintain and ensure our communities are safe and
secure. While law enforcement may be the lead agency in maintaining safety and security, other
departments play a role in supporting these efforts.
Fire, EMS, public works, and emergency management share support roles either through resources,
response, or planning and intelligence. Awareness of roles and maintenance of equipment and supplies;
reviewing and updating response plans; trainings and exercises are ways of practicing and preparing for
potential scenarios.
Preparation
Since civil disturbances occur with or without warning, preparations take the form of having sufficiently
trained and exercised staff, adequate supplies, operating procedures, and mutual aid agreements in
place.
If there is prior intelligence of a crisis, personnel and resources can respond quickly with law
enforcement being the lead agency. Additional supplies and personnel may be staged in support of or
to supplement responders.
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DURING
Response
Field response will be rapid to minimize escalation with law enforcement being the lead. Fire’s response
will include suppression in secure areas and initial medical care; EMS will transport any injuries from
safe and secure perimeters; public works may be tasked to close roadways and set up barricades and
reroute traffic.
Response agencies will follow standard operating protocols and procedures.
If the EOC is activated, it will support field operations and manage any impact to other areas of the city.
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures (SOPs)
3. Communicate with incident command post (ICP)
4. Support non-incident related operations
5. Keep PIO informed of urgent and important information
6. Support any displaced residents / evacuation centers
7. Keep Logistics Section updated on equipment requests (current and anticipated needs)
8. Request additional resources (internal and/or external) [personnel and/or equipment]
9. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Support any displaced residents
5. Document necessary and appropriate damage for possible claims/reimbursement
6. Update Web EOC as warranted with relevant information
7. Initiate planning process for transition from Response phase to Recovery
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Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
2. Support any displaced residents
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
AFTER
Recovery
Following the crisis, attempts should be made to return the City and/or Town to regular operations. This
would include the re-opening of roads, notifying residents, cleaning of the affected area, deactivating
the DOC or EOC, writing an after-action report, returning and restocking any City or Town resources,
following up with any affiliated agencies for after action details, and documenting related costs
associated with incurred by the City and/or Town.
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Support re-entry of displaced residents; support closing of evacuation centers
4. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
Planning
1. Continue to document and track recordings of activities
2. Coordinate re-entry of displaced residents
3. Collect documentation for AAR
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
2. Support re-entry of displaced residents
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Finance
1. Collect expense reports, prepare summary reports; submit forms for possible claims and/or
reimbursement
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should have an effect on future planning and preparation efforts.
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Drought Annex
Overview
Drought is one of the most complex natural hazards due to its slow-moving nature, ability to persist for
years and its cascading effects. Drought can be a recurring hazard in California that causes devastation
to vegetation, depletes water supply reservoirs and provides fuel for wildfires, making it extremely
dangerous and costly.
Weather patterns change from season to season and water usage varies depending on the size of the
population, public perception, and regulations.
This annex describes activities that help minimize the potential impacts of drought and its cascading
effects on industry, the water supply and public health and safety. It outlines an Effective mechanism
for proactive monitoring and assessment, as well as a coordinated state response to reduce the impacts
of a prolonged and severe drought.
Reference: San Mateo County EOP Drought Annex (2014)
Purpose
This Annex provides information and guidance that are specific to mitigation, planning, response and
recovery actions that may be necessary to prepare for and manage drought situations in either
Burlingame and/or Hillsborough.
Lead agency: Burlingame or Hillsborough Public Works Department
Burlingame or Hillsborough Water Division
Support agencies: Burlingame or Hillsborough City Departments
Burlingame Parks & Recreation Department / Tree Division (City Arborist)
Central County Fire Department / Fire Prevention Division
BEFORE
Mitigation
Recent history illustrates that drought can have a substantial impact on the availability of water for use.
efforts to minimize and restrict water usage include:
▪ Drafting local ordinances and codes
▪ Impact fees from water supplying agencies
▪ Encourage drought tolerant planting
▪ Strengthening fire codes and regulations
▪ Creating fire defensible space around structures
▪ Removing debris; removal of dead/dying trees and vegetation
▪ Public awareness
▪ Modify water use by local government agencies
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▪ Coordinate with PG&E about dead/dying trees that are in the immediate vicinity of power lines
Preparation
Since weather patterns and conditions tend to vary from year to year, general preparations should
follow mitigation efforts so that consistency is maintained. Early predictions of a “wet” winter should
not alter general plans nor should the opposite be true. Residents should maintain emergency supplies
that includes water. Planning efforts should include reusing or recycling water for other use.
Burlingame and/or Hillsborough may enact ordinances, guidelines, policies, or rules that relate to water
use and water conservation.
Residents should be encouraged to manage their property vegetation remove dead plants, trees or
shrubs.
In preparation for a water related shortage, consideration should be given to the following:
▪ Pre-designate water points of distribution locations
▪ Conduct pre-incident planning related to drought and determine vulnerabilities in various
drinking water systems
▪ Pre-designate alternative sources of drinking water in case of drought or other water shortage
event
DURING
Response
Since drought tends to be a slow-moving situation, no immediate response from first responder
agencies is warranted. However, cities may assemble a water or drought crisis team, that includes staff
from planning, public works, administration and fire, to address the situation. This team may be tasked
with developing a plan to address immediate and potential long-term conditions. Agencies may be
charged with various assignments in management of the situation and to develop plans for long-term
impact.
The EOC may be activated for consolidated coordination efforts and/or to declare an environmental
state of emergency.
If the EOC has been activated roles and responsibilities may include:
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Orchestrate plans for duration of EOC operations
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Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
Operations
1. Monitor and support any field operations
2. Ensure departments and responders follow appropriate protocols and procedures (SOPs)
3. Communicate with any incident command post (ICP)
4. Fire should ensure adequate water supply for any needed operations
5. Support non-incident related operations
6. Keep PIO informed of urgent and important information
7. Keep Logistics Section updated on equipment requests (current and anticipated needs)
8. Request additional resources (internal and/or external) [personnel and/or equipment]
9. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Document necessary and appropriate damage for possible claims/reimbursement
5. Update Web EOC as warranted with relevant information
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
Public works is tasked with checking on city areas to minimize potential debris and removal of dead
vegetation.
CCFD, in conjunction with water suppliers and other fire agencies, should coordinate efforts to ensure
adequate water supply for firefighting efforts. CCFD is charged with overseeing and enforcing the
vegetation management program.
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BURLINGAME/HILLSBOROUGH EMERGENCY OPERATIONS PLAN
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AFTER
Recovery
The Recovery period from an actual emergency may be a defined time period. However, recovery from
a drought may occur over several weather seasons. Since weather patterns evolve, a drought pattern
may exist for several years as recent history has shown. However, a rainy season could follow several
years of drought. In which case, residents and agencies should make necessary plans for adjusting to
change. Also, one rainy season may not eliminate the effects of drought. Vegetation rehydration may
take several seasons.
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
Planning
1. Continue to document and track recordings of activities
2. Collect documentation for AAR
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
Finance
1. Collect expense reports, prepare summary reports; submit forms for possible claims and/or
reimbursement
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should have an effect on future planning and preparation efforts.
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Cyber Security Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
Networked technologies touch every corner of the globe and every facet of human life. They have driven
innovation, nurtured freedoms, and spurred economic prosperity. Even so, the very technologies that
enable these Benefits offer new opportunities for malicious and unwanted cyber activities.
PPD-41 recognizes that the frequency of cyber incidents is increasing, and this trend is unlikely to be
reversed anytime soon. The most significant of these incidents, those likely to result in demonstrable
harm to the national security interests, foreign relations, or economy of the United States or to the
public confidence, civil liberties, or public health and safety of the American people, necessitate
deliberative planning, coordination, and exercising of response activities, in order to minimize the threat
and consequences to the Nation, infrastructure, and way of life.
Purpose
This Annex provides information and guidance that are specific to mitigation, planning, response and
recovery actions that may be necessary to manage preparing for and managing cyber security or related
situations in either Burlingame and/or Hillsborough.
Lead agency: Burlingame or Hillsborough Information Technology Department
Burlingame Police Department / IT Division
Central County Fire Department / IT Division
Support agencies: Burlingame or Hillsborough Police Departments
Burlingame or Hillsborough City Departments
Central County Fire Department / Emergency Management Division
Allied law enforcement agencies (local, state, federal)
BEFORE
Mitigation
Our technology plays a vital role in the storage of information, communications and ability to operate.
An intrusion may specifically target Burlingame and/or Hillsborough or be part of a larger event that
affects both cities. While it may be impossible to completely establish a system security, there are steps
that can be taken to minimize an intrusion such as:
▪ Establishing network security protocols and access
▪ Establishing regulations of network usage
▪ Creating secure redundancy – servers and data systems in different locations
▪ Implementing safety protocols, best practices, and guidance such as NIST and cyber security
standards
▪ Implementing programs and safeguards meant to minimize or prohibit intrusion into network
systems, including programs that require the changing of passwords periodically
▪ Work closely with IT vendors to review their protocols and procedures
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Preparation
Because the possibility of an intrusion or breech is ever present, preparations take the form being
vigilant and aware of this possibility. The Information Technology (IT) division is the lead group for
installing safeguards on to network systems and implementing monitoring protocols and programs. IT
working with Human Resources will develop employee protocols and procedures for network and
Internet usage. New employees will be informed of appropriate usage during new employee
orientation.
IT will employ and utilize tools and programs that prevent the most common and prevalent issues such
as phishing, spear phishing, Dropbox phishing, malware, and similar applications.
DURING
Response
Intrusion or breech of network systems may trigger a notification and/or alarm. Response will be to
safeguard existing unaffected systems and separate, disconnect or repair effected systems.
PPD 41 defines Cyber incidents as the following:
Incident Definition
Cyber incident AN event occurring on or conducted through a computer network that
actually or imminently jeopardizes the confidentiality, integrity, or
availability of computers or information is communications systems or
networks, physical or virtual infrastructure controlled by computers or
information systems, or information resident thereon.
Significant Cyber
Incident
A cyber incident that is (or group of related cyber incidents that together are)
likely to result in demonstrable harm to the national security interests,
foreign relations, or economy of the United States or to the public
confidence, civil liberties, or public health and safety of the American people.
Depending on the scope, depth, impact and source of the intrusion, addition state and federal law
enforcement resources may by required or included.
The EOC may be activated to coordinate response and/or support an emergency declaration.
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All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of IT operations
2. Manage EOC operations - establish single set of incident objectives
3. Establish operational periods as necessary
4. Draft and distribute relevant and timely media and public information releases
5. Communicate with respective city council
Operations
1. Monitor and support all IT field operations
2. Ensure departments and responders follow appropriate protocols and procedures
3. Ensure and support communication between IT divisions and IT vendors
4. Support non-incident related operations
5. Keep PIO informed of urgent and important information
6. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Document necessary and appropriate damage for possible claims/reimbursement
4. Update Web EOC as warranted with relevant information
5. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
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AFTER
Recovery
IT will be the lead for systems and network restoration and recovery. IT will explore options for
implementing protocols, procedures and software to prevent similar future intrusions. IT will also work
with Human Resources to ensure adequate employee standards are current and compliant.
Law enforcement (local, state and/or federal) will be the lead agency(s) for any criminal investigation.
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations and IT operations
3. Ensure and support IT vendor support and monitoring
Planning
1. Continue to document and track recordings of activities
2. Collect documentation for AAR
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
Finance
1. Collect expense reports, prepare summary reports; submit forms for possible claims and/or
reimbursement
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should have an effect on future planning and preparation efforts.
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VIP Visits Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
From time to time Burlingame and Hillsborough have individual(s) visit who would be designated as
Very Important Person (VIP). A VIP could be identified as someone whose presence may cause the need
for increased security, disruption to regular city operations, or a significant increase of visitors to the
area. Examples could include:
▪ High ranking government officials (President, Vice President, Cabinet Secretary, or Governor)
▪ Candidates for high political office
▪ Foreign heads of state or government
▪ Sports team
▪ Other popular individual
Background
The San Francisco Bay Area, including Burlingame and Hillsborough, have had a history of VIP visits
which have included presidents and other heads of state, governors and senior state officials, and other
various celebrities, teams, and individuals.
The amount of lead preparation and involvement by local officials has depended on the VIP, venue, and
the extent of their visit.
Purpose
This Annex provides information and guidance that are specific to actions that may be necessary to
manage VIP visits to either Burlingame and/or Hillsborough.
Lead agency: Burlingame or Hillsborough Police Department
Support agencies: Central County Fire Department
Burlingame or Hillsborough Public Works Department
San Mateo County EMS
San Mateo County OES
Allied and/or neighboring law enforcement agencies (local, state, federal)
BEFORE
Preparat ion
In preparation of an upcoming VIP visit, local emergency services and public safety agencies should
coordinate operations including what impact it might have on local traffic, businesses, and other
entities. The local police department will be the lead agency with support from various departments
and organizations. The police department should also liaison with a representative of the event venue.
The police department will assemble an action plan (IAP) that should include input from fire, public
works, emergency management, and other appropriate agencies (e.g. Secret Service, FBI, etc.) and be
distributed in advance designated as “sensitive or confidential material” for limited distribution.
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Intelligence should include weather information, supportive and opposition crowds, news media, and
any other useful information that may impact or effect security operations. The Action Plan should also
include the accommodations for staging of personnel (and sheltering during inclement weather), food
and drink, rest rooms, transportation, and detainee locations. Event briefings should be scheduled prior
to the event.
Pre-established protocols and procedures may already exist in which case local public safety agencies
will collaborate with either federal or state law enforcement agencies in determining operating
guidelines and executions.
The police department will designate an incident commander to oversee and coordinator field
operations. Based upon intelligence and information and potential impact to the cities, the incident
commander or Police or Fire Chiefs may request EOC activation to better coordinate field support efforts
and manage the event’s effect on the city or town.
DURING
Response
As identified in the IAP, the incident commander (or unified command) will implement necessary and
appropriate actions including traffic management, alerts and notifications, mustering and deployment
of personnel, staging of resources, and establishing specific locations (e.g. media and PIO briefings,
command post, protest areas).
During the event, the incident commander will maintain necessary communication with city officials.
Throughout the event, the incident commander will monitor the situation and determine if additional
field or support resources are needed or if any can be released.
The EOC may be activated because of the impact on the city and/or extensive use of resources. If
activated:
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases
4. Communicate with respective city council
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5. Liaison between EOC and allied agencies
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures
3. Communicate with incident command post (ICP)
4. Support non-incident related operations
5. Keep PIO informed of urgent and important information
6. Keep Logistics Section updated on equipment requests (current and anticipated needs)
7. Request additional resources (internal and/or external) [personnel and/or equipment]
8. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Document necessary and appropriate damage for possible claims/reimbursement
5. Update Web EOC as warranted with relevant information
6. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
AFTER
Recovery
Following the visit, attempts should be made to return the City and/or Town to regular operations. This
would include the re-opening of roads, notifying residents, cleaning of the affected area, deactivating
the EOC, writing an after-action report, returning and restocking any City or Town resources, following
up with any affiliated agencies for after action details, and documenting related costs associated with
incurred by the City and/or Town associated with the visit.
The EOC Director will determine the need for staffing, support of field resources and impact to the city.
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Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
Planning
1. Continue to document and track recordings of activities
2. Collect documentation for AAR
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
Finance
1. Collect expense reports, prepare summary reports; submit forms for possible claims and/or
reimbursement
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should have an effect on future planning and preparation efforts.
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Hazardous Material Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
“Hazardous materials” is a general term intent to mean hazardous substance, pollutants, contaminants
as defines in the National Contingency Plan. Hazardous material includes chemical, biological, and
radiological substance, whether accidentally or intentionally released. It includes the appropriate
actions to prepare for, respond to, and recover from a threat to public health, welfare, or the
environment caused by actual or potential oil and hazardous materials incidents. Appropriate general
actions can include, but are not limited to: actions to prevent, minimize, or mitigate a release; efforts
to detect and assess the extent of contamination (including sampling and analysis and environmental
monitoring); actions to stabilize the release and prevent the spread of contamination; analysis of
options for environmental cleanup and waste disposition; implementation of environmental cleanup;
and storage, treatment, and disposal of oil and hazardous materials. Examples of specific actions may
include: sampling a drinking water supply to determine if there has been intentional contamination;
stabilizing the release through the use of berms, dikes, or impoundments; capping of contaminated soils
or sludge; use of chemicals and other materials to contain or retard the spread of the release or mitigate
its effects; decontaminating buildings and structures; using drainage controls, fences, warning signs, or
other security or site-control precautions; removing highly contaminated soils from drainage areas;
removing drums, barrels, tanks, or other bulk containers that contain oil or hazardous materials; and
other measures as deemed necessary.
This annex addresses spills or releases that have substantial impact on the community.
Purpose
This Annex provides information and guidance that are specific to mitigation, planning, response and
recovery actions that may be necessary to manage hazardous material situations in either Burlingame
and/or Hillsborough.
Lead agency: Central County Fire Department
Support agencies: Burlingame or Hillsborough Public Works Department
Burlingame or Hillsborough Police Department
San Mateo County HAZMAT Unit
San Mateo County EMS
San Mateo County OES
Allied agencies (local, state, federal)
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BEFORE
Mitigation
The State and Federal government are responsible for drafting codes and regulation on the
transportation of hazardous materials. Local government may supplement state codes on the storage
and use of hazardous materials.
Hazardous materials are to be used in the manner for which they are designed and designated. Warning
labels should be affixed to buildings and vehicles and properly stored in accordance with applicable
codes and regulations. Hazardous material should be handled by appropriately and properly trained
individuals. Vehicles used for the transportation of such materials should be in good working order with
the material properly secured.
Preparation
Fire departments throughout the county routinely train on managing hazardous material incidents.
Additional resources exist in neighboring counties.
Business and industry which house and store hazardous material will be inspected in accordance with
current protocols, ordinances, and regulations.
Once activated, use the following for EOC operations:
DURING
Response
First responders will determine the extent of the impact and subsequent action and will implement
appropriate protocols and operating procedures.
Field command will assess the situation and make the determination on how to best manage the
situation and the need to escalate. Command will follow protocols on need for EOC activation.
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
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Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
6. Liaison with any affected schools
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures
3. Communicate with incident command post (ICP)
4. Support any rerouting of traffic and road closures
5. Support any field evacuation or displacement of residents / evacuation centers
6. Support non-incident related operations
7. Keep PIO informed of urgent and important information
8. Support any shelter and/or evacuation center operations
9. Keep Logistics Section updated on equipment requests (current and anticipated needs)
10. Request additional resources (internal and/or external) [personnel and/or equipment]
11. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Support any field evacuation or displacement of residents
4. Monitor current and predicted weather conditions
5. Document necessary and appropriate damage for possible claims/reimbursement
6. Update Web EOC as warranted with relevant information
7. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
2. Support any field evacuation or displacement of residents
3. Support any sheltering operations
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
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AFTER
Recovery
Standard operating policies will dictate field operations on how to contain and remove the material. If
the incident area has been designated a crime scene or possible crime scene, it will not be accessible to
the general public and may be secured for further investigation.
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Support any fire and law investigations related to incident
2. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
3. Oversee restoration to normal city operations
4. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
5. Oversee shelter location / evacuation centers and support plans for deactivation
6. Support any re-entry process for evacuated or displaced residents
7. Support any damage assessment documentation
Planning
1. Continue to document and track recordings of activities
2. Collect documentation for AAR
3. Support shelter deactivation plans
4. Support any damage assessment documentation
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
2. Support shelter operations deactivation plans
3. Support any re-entry process of evacuated or displaced residents
Finance
1. Collect expense reports, time costs, prepare summary reports; submit forms for possible claims
and/or reimbursement
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__________________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should influence future planning and preparation efforts.
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Flood Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
Floods are one of the most common natural hazards in the United States. They can develop slowly over
a period of days or occur quickly with disastrous effects that can affect Burlingame, Hillsborough or the
region. A flood is defined as the inundation of normally dry land resulting from rising and overflowing
of a body of water. Heavy rains are the most frequent cause of flooding in the County with flood
problems occurring primary along streams located on the bayside. Storm water and overland flows can
exacerbate flooding and create shallow zones in parts of the County.
The Hazard Mitigation Plan (2016) identifies various types of floods:
▪ Storm water runoff – a result of local draining issues and high groundwater levels. Locally, heavy
precipitation, especially during high lunar tides, may induce flooding. Urban drainage flooding
is caused increased water runoff due to urban development and drainage systems.
▪ Riverine – is overbank flooding of river and streams.
▪ Flash flooding – “a rapid and extreme flow of high water into a normally dry area, or rapid water
level rise in a stream or creek above a predetermined flood level beginning within 6 hours of
the causative event.” NWS 2009
Most area floods occur during or following winter storms in the winter months. Flood can be as the
result of a substantial amount of rainfall in a short period of time or when the ground has become
saturated from numerous storms and can no longer absorb additional rainwater.
Purpose
This Annex provides information and guidance that are specific to mitigation, planning, response and
recovery actions that may be necessary to manage flooding situations in either Burlingame and/or
Hillsborough.
Lead agency: Burlingame or Hillsborough Public Works Department
Support agencies: Burlingame or Hillsborough Police Department
Central County Fire Department
San Mateo County OES
Response
The degree of impact will dictate the degree of response.
Field responders will maintain communication and report on status of conditions. Incident commanders
will determine the need for any escalation using respective policies and procedures.
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BEFORE
Mitigation
Mitigation efforts, consistent with the Hazard Mitigation Plan (2016) focus on maintaining and
managing channels, waterways, creeks, drains, spillways, and storm drains from any debris, erosions,
vegetation, or anything that might impede or restrict water flow and runoff. Waterways that empty in
to the San Francisco Bay should also be clear of any obstruction.
The Public Works Departments of Burlingame and Hillsborough are responsible for managing programs
for city owned properties and facilities. Property owners are responsible for waterways which flow
through private properties.
Storm management systems, including pump stations, should be regularly maintained and closely
monitored during winter storms. Adequate alerting and notification systems should be in place.
Mitigation efforts should include:
▪ Enacting, updating and enforcing any land use and vegetation management codes
▪ Building and new and redevelopment use codes to mitigate impacts to waterways
▪ Regular inspection, maintenance and upgrading of storm drains, spillways, waterways (creeks
and channels)
▪ Regular inspection, maintenance and improvements of retaining walls and breakwaters
Preparation
As the winter season approaches, departments should be aware of current and upcoming weather
conditions. Department should stage any appropriate equipment and supplies needed.
Residents should be reminded to clear any debris and vegetation on their property that might be
adjacent to a creek, steam or waterway.
Public works should pre-identify hazard prone areas and share that information with fire, police and
emergency management. Emergency management will monitor incoming weather information and
distribute it to fire, police and public works. Burlingame Parks and Recreation should refresh intelligence
regarding shelter locations and condition in case of any evacuations.
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DURING
If the EOC has been activated:
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures (SOPs)
3. Communicate with incident command post (ICP)
4. Support non-incident related operations
5. Keep PIO informed of urgent and important information
6. Support field evacuation operations
7. Support any mass care and shelter operations
8. Keep Logistics Section updated on equipment requests (current and anticipated needs)
9. Request additional resources (internal and/or external) [personnel and/or equipment]
10. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Support any field evacuation operations
5. Document necessary and appropriate damage for possible claims/reimbursement
6. Update Web EOC as warranted with relevant information
7. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
2. Support any evacuation or sheltering operations
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Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
Recovery
Recovery process may take some time depending on the extent of damage, water level in effected
waterway, and current and upcoming weather conditions. Public works will be the lead for overseeing
repairs to waterways and storm related management systems.
In addition to channel maintenance, repair to soil erosion may be necessary. While the cost of such
might be covered in flood or storm incidents, the management of repair may occur outside of the
immediate incident.
AFTER
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Support any re-entry process
4. Support closure of any shelter operations and assist in transition of displaced residents
5. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
Planning
1. Continue to document and track recordings of activities
2. Collect documentation for AAR
3. Coordinate and support re-entry process of any evacuated areas
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
2. Support any re-entry process
3. Support any evacuation or sheltering operation and transition to closing facility
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Finance
1. Collect expense reports, time costs; prepare summary reports; submit forms for possible claims
and/or reimbursement
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should have an effect on future planning and preparation efforts.
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Evacuation Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Purpose
The Evacuation Annex is to establish a framework to prepare for the possibility of a significant
evacuation and support government leaders in the decision-making process.
This Evacuation Annex adopts an all-hazards approach to preparing for and managing evacuations. It
establishes a methodology that is applicable to any threat, hazard, or event that results in the need to
evacuate. Events precipitating the evacuation may include foreign and domestic terror attacks,
hazardous materials incidents or natural disasters. These events can occur with or without advanced
warning.
The goal of the Evacuation Annex is to lessen the loss of life and injury to people and their animals by
conducting an orderly evacuation and exclusion from specified areas.
This annex addresses sizable or mass evacuation operations. Emergencies (daily) may necessitate the
need for sheltering in place or temporary evacuation (e.g. hazardous material incident or active
shooter). While the City Manager may be informed of the incident, the decision to activate the EOC and
significant evacuation should be based upon current and projected area impact and number of people
affected.
Situation
City residents and commuters who work in the city but reside elsewhere, make up the majority of
persons who may need to be evacuated. However, consideration must be made for all population
groups who might be present and who may need to evacuate the city in response to any hazard or
threat.
1. Certain populations will face challenges receiving evacuation-related information and may
require special or additional notification methods that may include functional and access
groups, pet owners, and visitors unfamiliar with the area.
2. Evacuated areas will require added safety/security measures to deter theft and looting.
3. Large scale and/or citywide evacuations will be ordered by the City Manager or his/her
designee.
Assumptions
Various assumptions exist during evacuations that may have an impact on operations.
1. Areas other than Burlingame and/or Hillsborough may be affected and may also be evacuating
2. A citywide evacuation would quickly overwhelm city’s resources
3. Areawide evacuation would need to be coordinated by the Operational Area (OES) and will likely
include local, county and state agencies. Initial evacuation may be limited to local resources.
4. Traffic flow and congestion will create gridlock
5. Some owners/residents may refuse to evacuate including those with pets or companion animals
6. Areas or people with greater needs will tax resources
7. Difficulty ensuring delivery / receipt of evacuation warning messages
8. Heightened levels of anxiety, frustration, confusion, concern, and unknowns
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BURLINGAME/HILLSBOROUGH EMERGENCY OPERATIONS PLAN
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Concept of Operations
While it is difficult to imagine an emergency or disaster situation that would trigger the need for a large-
scale evacuation, should such an incident occur, pre-planning will aid in the city’s ability to successfully
respond and recover. The following provides an outline of the primary planning considerations required
when an incident of such magnitude and destruction forces the decision to evacuate all or part of the
city:
1. The EOC will be activated
2. Public notification with updated information should be occurring
3. Emergency Declaration will be drafted
4. When an evacuation is a considered option, the City Manager, acting as the Director of
Emergency Services, will receive input from the Police Chief, Fire Chief and Public Works
Director (or their designees) regarding the situational awareness to assess whether an
evacuation is advisable, and if so, determine the scope and type of evacuation. This Annex
identifies three strategies based upon the scale of the incident.
a. Recommended evacuation: A situation in which the public is advised that city leaders
have assessed the situation and recommend that it is in the public’s best interest to
evacuate a threatened area.
b. Deliberate evacuation: A threat where there is advance warning, providing ample time
to make a thorough needs analysis, warn the community, and execute an orderly
evacuation.
c. Immediate evacuation: the catastrophic trigger for this evacuation is either imminent
or has already occurred, with little or no advanced notice. There is little time to
deliberate or customize the subsequent actions; evacuation execution must occur as
quickly as possible, probably with the likelihood of the general public self-initiating
evacuation movement.
5. Evacuation orders may be given as either voluntary or mandatory.
a. If a mandatory evacuation is ordered, law enforcement will not use force to remove
persons who choose to remain in the affected area. California Penal Code Section 409.5
does not authorize forcible evacuations, but rather authorizes officers to refuse
admittance of others into the impacted area. Possible exceptions can be made for
adults who will not evacuate minors from immediately dangerous environments; the
children can be removed under child endangerment laws.
b. Responders must clearly inform people that failure to evacuate may result in physical
injury or death and that a future opportunity to evacuate may not exist. People must
be informed that there is no guarantee that resources to rescue them will be available.
Law enforcement should have those that refuse to evacuate sign a waiver and
document where these persons are located. Once an evacuation order is given, it is
critical that the public information system provide clear instruction through all available
alert and warning systems and mechanisms.
6. Director of Emergency Services and Unified Command will consider options. They will need to
identify the scope of the evacuation. The size and duration should be constantly monitored, and
adjustments should be made to minimize casualties in a dynamic and changing environment.
a. A small-scale evacuation is identified as an event that displaces less than 2,000 people.
Normally, small-scale evacuations will be ordered by the incident commander (typically
a police or fire commander). Incidents that may require a small-scale evacuation include
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police actions (e.g. hostage situations, sniper incidents), large fires, minor hazardous
material spills and other lesser threat situations.
b. A large-scale evacuation is identified as an event that displaces more than 2,000 people.
Incidents that may require a citywide evacuation include foreign and domestic
CBRNE/WMD terror attacks, natural disasters (weather anomalies, wildfires,
earthquake and the like), and hazardous materials spills/industrial accidents. The
Director of Emergency Services will also be responsible for declaring a state of
emergency.
c. A citywide or dual city evacuation has not yet been defined. Estimation is that it would
cause over 15,000 persons or more to be displaced.
Lead field agency: Burlingame or Hillsborough Police Department
Support agencies: Central County Fire Department
Burlingame or Hillsborough Public Works Department
San Mateo County EMS
San Mateo County OES
Allied agencies from San Mateo County, State of California or the U.S.
government
BEFORE
Preparation
Management
1. Pre-draft emergency evacuation order
2. Pre-draft disaster declaration
3. Pre-draft messaging for evacuation and re-entry information
4. Review Evacuation Annex
Operations
1. Pre-identify possible evacuation routes for various scenarios
a. Major corridors include Interstate 280, El Camino Real, US 101.
b. Secondary routes are California Drive, Trousdale Ave., Chateau Dr./Ralston Ave., Crystal
Springs Rd., Burlingame Ave., Peninsula Ave., and Broadway Ave.
2. Pre-identify potential staging area for resources and equipment
3. Review Evacuation Annex
Planning
1. Review EOP, Emergency Action Plan, and Evacuation Annex
2. Review weather and environmental conditions
3. Anticipate needs and plan for contingencies
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a. Some residents may choose to not evacuate
b. Sheltering of pets
c. Access and functional needs population
4. Pre-draft possible evacuation plan
5. Pre-draft re-entry plan
Logistics
1. Pre-identify possible resource needs and various locations including:
a. Signage, traffic makers, barricades
b. Transportation
c. Pet sheltering
d. Access and functional needs population
e. Potential sheltering / evacuation centers site options
2. Pre-forecast possible resource needs
Finance
1. Ensure appropriate record keeping forms are available
DURING
Response
All EOC Sections
• Obtain current overall situational update for affected area
• Support current field operations
• Ensure adequate staffing to manage incident
• Plan for additional operational periods
Management
1. Orchestrate support of field operations
2. Manage EOC operations - establish objectives and operational periods
3. Draft and distribute relevant and timely media and public information releases, especially those
regarding evacuation information (what, where, why, when)
a. If incident is large scale, Joint Information Systems (JIS) should be established;
participate with Joint Information Center (JIC)
4. Communicate with respective city council
5. Liaison between EOC and allied agencies
Operations
1. Monitor and support all field operations
2. Ensure departments and responders follow appropriate protocols and procedures
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3. Communicate with incident command post (ICP)
4. Support non-incident related operations
5. Keep PIO informed of urgent and important information - Ensure adequate public notifications
are being sent
6. Establish Evacuation Unit within the Law Branch to support specific field evacuation operations;
work with field operations for designating evacuation routes and movement strategy
a. Develop routes for self-evacuation
b. Location of evacuation staging area
c. Coordination of evacuation routes and possible sheltering locations
d. Information to PIO
e. Work with Public Works to determine traffic management and road closures
7. Support designated evacuation route operations
8. Support local or designated shelter operation
9. Assist in facilitating pet sheltering needs
10. Liaison or interact with designated volunteer groups (CERT, HAMs, neighborhood groups, faith-
based organizations, businesses, chamber of commerce)
11. Ensure protection of evacuated areas
12. Keep Logistics Section updated on equipment requests (current and anticipated needs)
13. Request additional resources (internal and/or external) [personnel and/or equipment]
14. Complete appropriate documentation
Planning
1. Facilitate and draft Emergency Action Plan (EAP)
2. Consider and plan for incident impact on city
3. Monitor current and predicted weather conditions
4. Plan for and assist in facilitating city evacuation routes
5. Document necessary and appropriate damage for possible claims/reimbursement
6. Update Web EOC as warranted with relevant information
7. Initiate planning process for transition from Response phase to Recovery
Logistics
1. Fulfill requested resource request; secure additional request as possible; contact local vendors
or OES for mutual aid requests
2. Support field requests for resources including transportation of affected residents
3. Anticipate future needs
Finance
1. Track expenditures of personnel, equipment, and related purchases
2. Track receipts and financial records
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AFTER
Recovery
Following the incident and evacuation, attempts should be made to return the City and/or Town to
regular operations. This would include the re-opening of roads, notifying residents, cleaning of the
affected area, deactivating the EOC, writing an after-action report, returning and restocking any City or
Town resources, following up with any affiliated agencies for after action details, and documenting
related costs associated with incurred by the City and/or Town associated with the visit.
The EOC Director will determine the need for staffing, support of field resources and impact to the city.
Management
1. Orchestrate support of recovery efforts
2. Ensure needed city operations/services are in place
3. Continue to release relevant public information and media reports including re-entry and
recovery information
4. Review EOC operations and staffing and adjust appropriately
Operations
1. Continue support of field operations transitioning from response to recovery using appropriate
protocols and procedures
2. Oversee restoration of normal city operations
3. Oversee re-opening of closed roadways and removal of barricades and other traffic notification
devices
4. Ensure necessary services have been restored to evacuated areas
5. Support closure of shelter operations and assist in transition of displaced residents
6. Support identification and facilitation of re-entry routes
7. Support field operation of any closed or restricted areas
Planning
1. Continue to document and track recordings of activities
2. Facilitate drafting of reentry plan
3. Coordinate re-entry plans working with field operations
4. Collect documentation for After Action Report
Logistics
1. Continue to support field operations by obtaining necessary resources either from local vendors
or mutual aid
2. Support re-entry into evacuated areas
3. Support outside and allied government agencies in their recovery efforts
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Finance
1. Collect expense reports, prepare summary reports; submit forms for possible claims and/or
reimbursement
2. Support any recovery efforts through government agencies and programs (e.g. Small Business
Administration, Local Assistance Centers, insurance claims, utility bills, and disaster loans)
____________________
After action reports should be generated; these should include any improvement suggestions and plans.
Suggestions and plans should have an effect on future planning and preparation efforts.
A crisis debriefs or check in for staff (field and support) who have been involved and/or affected by the
incident may be indicated.
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Care and Shelter Annex
Yes
Initiate request
Additional
resources
needed?
Field No
End / AAR/Report
No
Department
staff
Is the incident
being managed or
escalating?
Managed
Incident / Event
Activate DOC –
Initiate SOPs
Request additional resources
(personnel &/or equipment);
notify other city departments;
manage incident
Field Response
Additional
resources
needed?
Activate EOC –
Utilize Annexes;
Notify OES;
Request additional resources
&/or mutual aid;
manage incident
Escalating
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Overview
Following a major disaster many residents may be unable to use or return to their residents, have no
alternate housing and/or transportation to another location may be impossible or delayed. Therefore,
it may necessary for the Burlingame and/or Hillsborough to provide temporary sheltering locations. The
Care and Sheltering of local residents reside with the respective municipality. Burlingame and
Hillsborough working collaboratively with County OES and the local Red Cross chapter have identified
locations that comply with established guidelines for either evacuation centers or shelter locations.
Reference: San Mateo County Mass Care & Shelter Annex (2017)
Purpose
This Annex provides information and guidance that are specific to planning, response and recovery
actions that may be necessary to manage car and sheltering situations in either Burlingame and/or
Hillsborough. This annex applies to large scale disaster or catastrophic situations and not day -to-day
emergencies.
Preparation
In advance and in preparation working in collaboration with San Mateo County Office of Emergency
Services, San Mateo County Human Services Agency, and the local American Red Cross chapter,
Burlingame and Hillsborough will pre-designate suitable, acceptable and qualified care and shelter
locations which comply with current standards.
Shelter staff members will receive appropriate training on care and management from San Mateo
County Human Services Agency and American Red Cross.
Accommodations will take in consideration people with disabilities and access and functional needs.
Response
Burlingame Parks and Recreation Department will be the lead agency responsible for overseeing and
managing shelter operations.
Lead agency: Burlingame Parks and Recreation Department
Hillsborough Public Works
Support agencies: Burlingame or Hillsborough Police Department
Central County Fire Department
Burlingame Public Works
Burlingame High School (shelter)
San Mateo County OES
American Red Cross
San Mateo County Human Services Agency (HSA)
Shelter operations may be supported by community-based organizations and non-profit
organizations.
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Duration and scope of local shelters will be proportional to the situation’s severity and assistance
needed.
Activation
During an emergency or disaster, the EOC will be monitoring the situational status of the current
incident and the displacement of residents. Based upon intelligence and information from field
operations sent to the EOC Planning Section and other section, the EOC Director will determine the
need to activate and direct the Care and Shelter Branch to oversee and support the opening of shelters
for affected residents.
Notification
The EOC Public Information Officer (PIO), working with the Care and Shelter branch to coordinate
messages and notifications, will communicate the location shelters and other relevant information.
Set Up and Staffing
Various facilities in San Mateo County have been designated as general population shelters capable of
being set-up to receive residents. The American Red Cross maintains the National Shelter System (NSS)
database of qualified shelter locations. Burlingame High School has been designated as a shelter
location for the City of Burlingame and Town of Hillsborough.
A local Care and Shelter Coordinator will be designated. Additional staff will be supplied by the city and
supplemented by Red Cross and Human Services Agency volunteers. CERT team members who have
been shelter trained may also assist.
Care should be taken for individuals requiring shelter including those that may require additional
assistance which may include the following:
1. Seniors residents
2. Medically fragile or dependent
3. Limited English proficiency or non-English speakers
4. Limited mobility; access and functional needs
5. Unaccompanied minors
Service animals are allowed to accompany individuals throughout all stages of a disaster.
During a disaster, mass care operations will require an influx of resources from outside the area to be
fully operational. A full complement of resources will be contingent on the severity of the event, impact
to transportation infrastructure and the ability to move resources and supplies into the affected area.
The Red Cross maintains Shelter Management Coordinators to support local officials and volunteers in
the staffing of shelters.
Other facilities, such as faith-based organizations, may offer assistance to their organization members
and others in the community. While they may receive relief supplies, organization and management
would be supplied by such facilities.
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Long Term Sheltering - There will be groups (families and individuals) that may require long term
sheltering. This will be dependent on factors that arise due to the type, severity and location of the
disaster. If the need for long term sheltering is determined through the local assessment process, then
a request for federal assistance is made so that temporary housing resources will be provided if a
federal disaster is declared. FEMA defines long term sheltering as more than two weeks.
Demobilization
Once a shelter has been activated, the decision for the demobilization order will be a coordinated effort
with the Red Cross and Burlingame/Hillsborough EOC. All evacuees must be returned to their homes,
family member’s homes, or moved to another facility before the shelter can be closed.
Factors that impact the decision to close a shelter include an urgency to return the shelter to its day-
to-day use, availability of transportation, or the availability of long-term accommodations.
Recovery
During the recovery process, emphasis will be placed on cleanup, shelter demobilization, and critiquing
operational performance. The Care and Shelter staff will participate in the demobilization and recovery
process; coordinate provision of support for cleanup and recovery operations, as needed; and request the
provision of financial and behavioral health services for individuals and emergency workers, where
appropriate.
Most of the immediate needs of the population will have been provided, and if the disaster surpasses local
available resources, federal and state governments will become heavily involved in providing financial aid
to victims. Local Assistance Centers (LACs) will be set up to coordinate the delivery of needed services.
The EOC Care and Shelter Branch has responsibility for phasing out the shelter facilities and assisting
displaced persons in obtaining next phase temporary housing and other aid. The demobilization plan of
action, drafted by the Care and Shelter Branch, will outline public/private partnership roles, responsibilities,
resources, and protocols for the recovery transition period.
256
BURL AGENDA NO: 9a
STAFF REPORT
MEETING DATE: September 16, 2019
To: Honorable Mayor and City Council
Date: September 16, 2019
From: Carol Augustine, Finance Director — (650) 558-7222
Subject: Public Hearing and Adoption of the Downtown Burlingame Avenue
Business Improvement District Assessments for Fiscal Year 2019-20
RECOMMENDATION
Staff recommends that the City Council:
1 . Hold a public hearing to consider any protests to the Downtown Burlingame Avenue Business
Improvement District (BID) assessments;
2. Close the public hearing and ask the City Clerk to report out any protests filed with the City;
and,
3. If protests do not constitute a majority of the value of the assessments, adopt the resolution
approving and levying the 2019-20 assessments.
BACKGROUND
Pursuant to California Streets and Highways Code Section 36500 et seq., the Burlingame City
Council adopted ordinance 1735 in 2004, establishing the Burlingame Avenue Area Business
Improvement District (DBID) for the purpose of promoting the downtown Burlingame Avenue
business area. In the summer of 2010, the DBID was re-instituted after a hiatus of several years.
At that time, the Council reviewed and approved a new annual assessment formula (revising
Chapter 6.54 of the Burlingame Municipal Code, attached as an exhibit to this staff report), which
has remained unchanged since that time. For the past nine years, the DBID has provided
business-enhancing activities, events, and publicity for the downtown Burlingame businesses.
The City Council adopted a resolution of intention to set the 2019-20 Downtown Burlingame
Avenue BID assessments on August 19, 2019 and established September 16, 2019, at 7:00 p.m.
as the public hearing date and time. If there is a protest by businesses that represent a majority
of the value of the assessments, then the resolution cannot be approved. As of the time of writing
this memorandum, the City had received no protests (out of 429 businesses); protests may be
presented in writing before or at the hearing. Any and all protests must be received by the
City Clerk at or before the time fixed for the public hearing.
1
DB/D Public Hearing—2019-20 Assessments September 16, 2019
FISCAL IMPACT
Approximately $90,000 in assessments is collected annually from businesses within the district;
all of these funds are forwarded to the Downtown Burlingame Avenue Area Business
Improvement District for improvements as authorized by the BID Board of Directors. The City of
Burlingame has in the past covered the expenses associated with the renewal of the Downtown
Burlingame Avenue BID.
Exhibits:
• Method and Formula of Assessment, Burlingame Avenue Business Improvement District
• Resolution of the City Council of the City of Burlingame Establishing 2019-20 Assessments
for the Downtown Burlingame Avenue Business Improvement District
2
Burlingame Avenue Area Business Improvement District (DBID)
Formula/Rate Calculation for Assessments
Burlingame Municipal Code
Title 6 BUSINESS LICENSES AND REGULATIONS
Chapter 6,54 BURLINGAME AVENUE AREA BUSINESS IMPROVEMENT DISTRICT
6.54.040 Establishment of benefit assessments.
All businesses located within the district boundaries shall pay an annual benefit
assessment to the district for each fiscal year as levied by the city council.
(a) Assessments Zones. For assessment purposes, the district shall be divided into
three(3) zones:
(1) Zone 1 shall consist of all businesses located on the ground floor of buildings on
Burlingame Avenue;
(2) Zone 2 shall consist of all businesses located on the ground floor of buildings on
all streets within the district boundaries other than Burlingame Avenue;
(3) Zone 3 shall consist of all businesses located either below or above the ground
floor of buildings on all streets within the district boundaries.
(b) Assessment Amounts.
(1) Zone 1. All businesses in zone 1 shall be assessed each fiscal year, a basic
assessment fee of one hundred twenty-five dollars ($125.00) and an additional assessment based
upon the square foot measurement of their ground floor space as follows:
(A) Under five hundred (500) square feet, zero dollars ($0.00);
(B) Five hundred (500) square feet, one hundred dollars ($100.00);
(C) For each additional five hundred (500) square feet or portion thereof above five
hundred (500) square feet, an additional fifty dollars ($50.00);
(D) The additional square foot assessment shall be capped at the rate for five thousand
five hundred (5,500) square feet.
(2) Zone 2. All businesses in zone 2 shall be assessed each fiscal year, a basic
assessment fee of one hundred dollars ($100.00) and an additional assessment based upon the
square foot measurement of their ground floor space as follows:
(A) Under five hundred (500) square feet, zero dollars ($0.00);
(B) Five hundred (500) square feet, eighty dollars ($80.00);
(C) For each additional five hundred (500) square feet or portion thereof, above five
hundred (500) square feet, an additional forty dollars ($40.00);
(D) The additional square foot assessment shall be capped at the rate for five thousand
five hundred (5,500) square feet.
(3) Zone 3. All businesses in zone 3 shall be assessed a basic assessment fee of one
hundred dollars ($100.00).
The annual amount of assessment for each of the businesses in each zone shall not exceed
these amounts without notice, a public hearing and adoption of an ordinance amendment
pursuant to state law. The total annual assessment shall be due and payable thirty(30) days from
receipt of invoice. (Ord. 1854 § 7, (2010))
RESOLUTION NO.: 2019
A RESOLUTION OF
THE CITY COUNCIL OF THE CITY OF BURLINGAME APPROVING AND
LEVYING THE 2019-20 DOWNTOWN BURLINGAME AVENUE AREA
BUSINESS IMPROVEMENT DISTRICT ASSESSMENTS ON THE
BUSINESSES WITHIN THE DISTRICT
WHEREAS, pursuant to California Streets and Highways Code Section 36500 et
seq., the City Council of the City of Burlingame adopted ordinance 1735 in 2004,
establishing the Burlingame Avenue Area Business Improvement District (DBID) for the
purpose of promoting the Downtown Burlingame Avenue business area; and
WHEREAS, at the public hearing on the District Assessments for the year 2006-
2007, the Council determined that a majority protest had been made and no further
assessment was levied;and
WHEREAS, in July of 2010, the City Council adopted a Resolution of Intention
to re-establish the DBID and to impose a new assessment formula;and
WHEREAS, on September 7, 2010, after a public hearing at which it received
public comment and written protests, the City Council determined that a majority protest
had not been made and adopted the ordinance re-establishing the DBID; and
WHEREAS, the method and formula of assessment remains unchanged since that
time; and
WHEREAS, the DBID has operated successfully during the past nine years as
evidenced by the DBID's annual reports;and
WHEREAS, the City Council adopted a Resolution of Intent to levy the 2019-20
assessments on businesses within the District and copies of said resolution and notice of
public hearing were mailed to all businesses within the District; and
WHEREAS, the DBID has provided important services in enhancing the
downtown Burlingame Avenue business area, its businesses and properties in the past
year; and
WHEREAS, the basis of assessment on the businesses within the District will
remain the same as the prior year;
NOW, THEREFORE, the City Council of the City of Burlingame does hereby
resolve, determine and find as follows:
1. The City Council finds that all of the facts stated herein and in the staff report are
true and correct.
2. The City Council determines and finds that there is no majority protest
within the meaning of Streets &Highways Code sections 36523,36524,
36525, and 36542.
3. The City Council approves the method and formula of assessment for the
Downtown Burlingame Avenue Area Business Improvement District.
4. The City Council approves and levies the 2019-20 assessments on the
businesses within the Downtown Burlingame Avenue Area Business
Improvement District as delineated in assessment list attached hereto as
Exhibit "A" which is by this reference incorporated herein.
5. New businesses shall not be exempt from the assessment.
Donna Colson, Mayor
I, Meaghan Hassel-Shearer, City Clerk of the City of Burlingame do hereby certify that the foregoing
Resolution was introduced at a regular meeting of the City Council on the 16th day of September,2019,and was
adopted thereafter by the following vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
Meaghan Hassel-Shearer, City Clerk
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Base Fee Surcharge
Feet I Assessment Vote
1199 HOWARD LLC 330 PRIMROSE ROAD#606 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
4G WIRELESS 1344 BURLINGAME AVE BURLINGAME,CA 94010 1 1,850 125 200 $325.00 0.003564
A RUNNER'S MIND 1111 HOWARD AVE BURLINGAME,CA 94010 2 1,700 100 160 $260.00 0.002851
A TOUCH OF FLAIR 308 LORTON AVE BURLINGAME,CA 94010 2 950 100 80 $180.00 0.001974
A-1 CLEANERS 240 PRIMROSE RD BURLINGAME,CA 94010 2 1,056 100 120 $220.00 0.002413
ADVANCED BEAUTY CARE AND HEALTH 1241 HOWARD AVE BURLINGAME,CA 94010 2 800 100 80 $180.00 0.001974
AERIAL SPA LOUNGE 401 PRIMROSE RD#H BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
AJ TUTORING 1199 HOWARD AVE#250 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ALAIN PINEL REALTORS 1440 CHAPIN AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ALANA'S CAFE 1408 BURLINGAME AVE BURLINGAME,CA 94010 1 880 125 100 $225.00 0.002467
ALBECO INC DBA MOLLIE STONE'S MARKET 1477 CHAPIN AVE BURLINGAME,CA 94010 2 22,500 100 480 $580.00 0.00636
ALHAMBRA GROWTH PARTNERS,LLC 1460 BALBOA AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ALL FIRED UP 344 LORTON AVE BURLINGAME,CA 94010 2 925 100 80 $180.00 0.001974
ALPHA KITCHEN AND BATH INC. 311 LORTON AVE BURLINGAME,CA 94010 2 1,105 100 120 $220.00 0.002413
AMASIA 301 CALIFORNIA DR#1 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
AMIKO BOUTIQUE 1112 BURLINGAME AVE BURLINGAME,CA 94010 1 420 125 0 $125.00 0.001371
ANDRA NORRIS GALLERY 1107 BURLINGAME AVE BURLINGAME,CA 94010 1 975 125 100 $225.00 0.002467
ANDREW LEI,CPA 345 LORTON AVE#305 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ANNIE'S NAIL SALON 1110 BURLINGAME AVE#108 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
APPLE INC 1 APPLE PARKWAY,MS 104-2TX CUPERTINO,CA 95014 1 5,200 125 550 $675.00 0.007402
AQUA NAIL SALON 1234 HOWARD AVE BURLINGAME,CA 94010 2 1,925 100 160 $260.00 0.002851
ARBYOFMERCED/TOPPER JEWELERS 1315 BURLINGAME AVE BURLINGAME,CA 94010 1 2,500 125 300 $425.00 0.004661
ARES CORPORATION 1440 CHAPIN AVE#390 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ASIAN BOX 2706 MIDDLEFIELD RD PALO ALTO,CA 94306 1 1,449 125 150 $275.00 0.003016
ASLAM'S RA5O1 2 INC 16 JOSEPH DR S SAN FRANCISCO,CA 94080 1 2,970 125 300 $425.00 0.004661
AT&T#1521 12550 REED RD,STE 100 SUGARLAND,TX 77478 2 1,800 100 160 $260.00 0.002851
ATH LETA#4630 PO BOX 27809 ALBUQUERQUE,NM 87125 1 2,800 125 300 $425.00 0.004661
AVANT REAL ESTATE GROUP 1419 BURLINGAME AVE#N BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
AVENUE PET SALON 1427 BURLINGAME AVE BURLINGAME,CA 94010 1 1,000 125 150 $275.00 0.003016
B&N INDUSTRIES INC ET AL 1409 CHAPIN AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BABY GAP#9614 PO BOX 27809 ALBUQUERQUE,NM 87125 1 3,350 125 350 $475.00 0.005209
BALLAST POINT FINANCIAL PLANNING 340 LORTON AVE#216 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BANANA REPUBLIC#8274 PO BOX 27809 ALBUQUERQUE,NM 87125 1 6,043 125 600 $725.00 0.00795
BANK OF AMERICA 31303 AGOURA RD WESTLAKE VILLAGE,CA 91361 2 6,944 100 480 $580.00 0.00636
BANK OF THE WEST 149 PARK ROAD BURLINGAME,CA 94010 2 5,426 100 440 $540.00 0.005922
BARBARA SEIFER,L.M.F.T. 405 PRIMROSE ROAD#301 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BARRACUDA SUSHI JAPANESE RESTAURANT 347 PRIMROSE ROAD#B BURLINGAME,CA 94010 2 1,875 100 160 $260.00 0.002851
BARRELHOUSE 305 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 1,585 100 160 $260.00 0.002851
BASECAMP FITNESS,LLC. 111 WEIR DR WOODBURY,MN 55125 2 6,000 100 480 $580.00 0.00636
BASKIN-ROBBINS 31 FLAVORS STORE 1409 BURLINGAME AVE BURLINGAME,CA 94010 1 1,360 125 150 $275.00 0.003016
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip ZoneI Fe Base Fee Surcharge Asse
ssment V
ote
BAY AREA NATURAL MEDICINE 1419 BURLINGAME AVE#S BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BAY CITY MEDICAL SUPPLIES 1465 CHAPIN AVE#A BURLINGAME,CA 94010 2 2,128 100 200 $300.00 0.00329
BAYWOOD CAPITAL CORPORATION ET AL 330 PRIMROSE ROAD#606 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BBC BURLINGAME U.C. 1333 HOWARD AVE BURLINGAME,CA 94010 2 2,450 100 200 $300.00 0.00329
BEAUTY CENTURY 1419 BURLINGAME AVE#B BURLINGAME,CA 94010 1 450 125 0 $125.00 0.001371
BEGOVICH FAMILY INVESTMENTS LP 340 LORTON AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BETTER HOMES&GARDENSAF FINNEGAN REALTORS 330 PRIMROSE RD#300 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BEVMO 1401 WILLOW PASS RD#900 CONCORD,CA 94520 1 6,760 125 600 $725.00 0.00795
BILL CODY INVESTIGATIONS 405 PRIMROSE RD#317 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BLOOMING VASE 2341 S EL CAMINO REAL SAN MATEO,CA 94403 2 1,610 100 160 $260.00 0.002851
BLUE LINE PIZZA 7200 A WINDSOR DR ALLENTOWN,PA 18106 1 2,519 125 300 $425.00 0.004661
BLUEMERCURY 7 W.7TH ST.17TH FLR CINCINNATI,OH 45202 1 2,250 125 250 $375.00 0.004112
BLUSH ORGANIC FROZEN YOGURT PO BOX 25462 SAN MATEO,CA 94402 2 825 100 80 $180.00 0.001974
BOMBSHELL 1419 BURLINGAME AVE#W BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
RONNIE'S FINE JEWELRY,LLC. 330 PRIMROSE RD#509 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BOSTON PRIVATE BANK&TRUST 1440 CHAPIN AVE#101 BURLINGAME,CA 94010 2 4,020 100 360 $460.00 0.005044
BR COMMERCIAL 1408 CHAPIN AVE#4 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BRIA SALON 1100 HOWARD AVE BURLINGAME,CA 94010 2 1,430 100 120 $220.00 0.002413
BUCKLEY EDUCATION 1204 BURLINGAME AVE,#2 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
BURLINGAME ACE HARDWARE 235 PARK ROAD BURLINGAME,CA 94010 2 3,225 100 280 $380.00 0.004167
BURLINGAME CHIROPRACTIC CLINIC 1201 HOWARD AVE#101A BURLINGAME,CA 94010 2 0 100 0 $100.00 0.001097
BURLINGAME MASONIC HALL,INC. 145 PARK ROAD BURLINGAME,CA 94010 X 0 0 0 $0.00 0
BURLINGAME OPTICAL 257 PRIMROSE RD BURLINGAME,CA 94010 2 625 100 80 $180.00 0.001974 j
BURLINGAME TOBACCONISTS 1404 BURLINGAME AVE BURLINGAME,CA 94010 1 488 125 0 $125.00 0.001371
CAFE ON PRIMROSE 321 PRIMROSE RD BURLINGAME,CA 94010 2 845 100 80 $180.00 0.001974
CAFFE CENTRAL 235 POWELL ST SAN FRANCISCO,CA 94102 1 1,965 125 200 $325.00 0.003564
CALICO CORNERS 1100 HOWARD AVE#A BURLINGAME,CA 94010 2 3,608 100 320 $420.00 0.004606
CALIFORNIA CLOSETS 247 CALIFORNIA DR BURLINGAME,CA 94010 2 1,875 100 160 $260.00 0.002851
CAPITAL AVE EXPRESS 28214 LEAF DR TRACY,CA 95304 1 2,860 125 300 $425.00 0.004661
CAPITAL REALTY GROUP 1200 HOWARD AVE#204 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
CARI LENAHAN MFT ET AL 1408 CHAPIN AVE#3 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
CARR,MCCLELLAN,INGERSOLL,THOMPSON&HORN 216 PARK ROAD BURLINGAME,CA 94010 2 4,665 100 400 $500.00 0.005483
CECILIAA NEPOMUCENO,PH.D 405 PRIMROSE RD#318 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
CHANG ARCHITECTURE 251 PARK ROAD#900 BURLINGAME,CA 94010 - 3 0 100 0 $100.00 0.001097
CHASE BANK 8111 PRESTON RD#250 DALLAS,TX 75225 2 4,840 100 400 $500.00 0.005483
CHASE BERENSTEIN&MURRAY-LAW ET AL 1220 HOWARD AVE#250 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
CHERIMOYA 1407 BURLINGAME AVE BURLINGAME,CA 94010 1 1,200 125 150 $275.00 0.003016
CHRISTIE'S 245 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 1,325 100 120 $220.00 0.002413
CITIBANK,N.A. PO BOX 30516 TAMPA,FL 33630 2 4,400 100 360 $460.00 0.005044
CITY NATIONAL BANK 1450 CHAPIN AVE#100 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
EXHIBIT A
CITY OF BURLINGAME, CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT- ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City, State, Zip Zone Base Fee Surcharge
Feet Assessment Vote
CJ'S GOURMET DELI 290 PRIMROSE RD BURLINGAME, CA 94010 2 525 100 80 $180.00 0.001974
CLASSIC KIDS LLC 566 CHESTNUT, STE 1 WINNETKA, IL 60093 2 1,560 100 160 $260.00 0.002851
CLAY HERMAN REALTOR, INC 251 PARK RD SUITE #710 BURLINGAME, CA 94010 2 1,100 100 120 $220.00 0.002413
CLOUDXTENSION CORP 1200 HOWARD AVE #201 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
COCONUT BAY COMPANY INC. 1107 HOWARD AVENUE BURLINGAME, CA 94010 2 5,000 100 440 $540.00 0.005922
COLDWELL BANKER 1412 CHAPIN AVE BURLINGAME, CA 94010 2 5,000 100 440 $540.00 0.005922
COLDWELL BANKER 1427 CHAPIN AVE BURLINGAME, CA 94010 2 5,175 100 440 $540.00 0.005922
COMERICA BANK/CBRE 301 E. OCEAN BLVD. 18TH FL, MC 4447 LONG BEACH, CA 90802 2 5,035 100 440 $540.00 0.005922
COMPASS REAL ESTATE 1409 CHAPIN AVE, STE C BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
COMPASS REAL ESTATE 1290 HOWARD AVE, STE 201 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
COMPUTER SPECTRUM 214 CALIFORNIA DRIVE BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
COPENHAGEN BAKERY & CAFE 1216 BURLINGAME AVE BURLINGAME, CA 94010 1 4,500 125 500 $625.00 0.006854
CRE8 A COUCH 347 PRIMROSE RD#C BURLINGAME, CA 94010 2 900 100 80 $180.00 0.001974
CREPE ISLAND 1850 LAWTON ST SAN FRANCISCO, CA 94112 1 985 125 100 $225.00 0.002467
CROWDSTAR, INC 330 PRIMROSE ROAD # 305, 310 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
CRUX SYSTEMS, INC 340 LORTON AVE #213 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DANIEL C MORENO CPA 180 PARK ROAD BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DANLI CHIROPRACTIC & WELLNESS 340 LORTON AVE # 203 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DAVID LIN, PSY 405 PRIMROSE ROAD# 312 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DAVIDS TEA (USA) INC 1400 BURLINGAME AVE BURLINGAME, CA 94010 1 1,000 125 150 $275.00 0.003016
DE COLORES HAIR STUDIO 1403 CHAPIN AVE BURLINGAME, CA 94010 2 315 100 0 $100.00 0.001097
DEBORAH A SIMMONS MFT 405 PRIMROSE ROAD # 313 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DEJA VU 1109 BURLINGAME AVE BURLINGAME, CA 94010 1 720 125 100 $225.00 0.002467
DEL OLIVA 1440 BURLINGAME AVE BURLINGAME, CA 94010 1 1,500 125 200 $325.00 0.003564
DEWEY LAND COMPANY 240 LORTON AVE, 4TH FLOOR BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DIAMONDS FINE HAND AND FOOT SPA 1110 BURLINGAME AVE # 103 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DIDI SALON 1221 DONNELLY AVE. BURLINGAME, CA 94010 2 1,250 100 120 $220.00 0.002413
DON SNIDER &ASSOCIATES 1110 BURLINGAME AVE # 213 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
DRYBAR HOLDINGS LLC DBA DRYBAR 125 TECHNOLOGY DR #150 IRVINE, CA 92618 2 950 100 80 $180.00 0.001974
EDDY'S BARBER SHOP 1200 HOWARD AVE #106 BURLINGAME, CA 94010 2 500 100 80 $180.00 0.001974
EDU -THERAPY/ DARLENE ROSE DEMARIA 340 LORTON AVE # 204 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
EDWARD JONES INVESTMENTS 1201 HOWARD AVE # 201 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
EFLEXERVICES INC 1220 HOWARD AVE #220 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
EMERY HOWARD PORTFOLIO MANAGEMENT, LLC 333 LORTON AVE BURLINGAME, CA 94010 2 2,950 100 240 $340.00 0.003728
EMILY'S NAILS 1304 HOWARD AVE BURLINGAME, CA 94010 2 1,150 100 120 $220.00 0.002413
ESZENCE 776 PACHECO ST SAN FRANCISCO, CA 94116 3 0 100 0 $100.00 0.001097
EUROPEAN WAX CENTER 249 PRIMROSE RD BURLINGAME, CA 94010 2 1,120 100 120 $220.00 0.002413
FAMILY VISION CENTER 411 PRIMROSE ROAD BURLINGAME, CA 94010 2 900 100 80 $180.00 0.001974
FARM AND VINE 250 LORTON AVE BURLINGAME, CA 94010 2 1,550 100 160 $260.00 0.002851
FATED BRANDS 405 PRIMROSE RD #200 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Base Fee Surcharge
Fee[ A ment Vote
FATED STUDIOS 405 PRIMROSE RD#322 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
FESTIVE PRODUCTIONS 1345 HOWARD AVE#202 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
FIDELITY NATIONALTITLE 405 PRIMROSE ROAD#100 BURLINGAME,CA 94010 2 1,540 100 160 $260.00 0.002851
FINDS FOUNDATION 330 PRIMROSE RD#400 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
FIORI 2314 CHESTNUT ST SAN FRANCISCO,CA 94123 1 400 125 0 $125.00 0.001371
FIRST AMERICAN TITLE COMPANY 1440 CHAPIN AVE#350 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
FIVE GUYS BURGERS AND FRIES 1118 CHESS DR FOSTER CITY,CA 94404 2 2,001 100 200 $300.00 0.00329
FIVE LITTLE MONKEYS 114410TH STREET BERKELEY,CA 94710 1 1,680 125 200 $325.00 0.003564
FLIGHTS RESTAURANT 1100 BURLINGAME AVE BURLINGAME,CA 94010 1 4,200 125 450 $575.00 0.006306
FLORAL ART.DECOR 1414 BURLINGAME AVE BURLINGAME,CA 94010 1 960 125 100 $225.00 0.002467
FLORAL ART+DECOR 1414 BURLINGAME AVE BURLINGAME,CA 94010 1 960 125 100 $225.00 0.002467
FOX MALL MANAGEMENT 1419 BURLINGAME AVE#X BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
FRANCESCA'S COLLECTIONS 8760 CLAY RD#100 HOUSTON,TX 77080 1 1,750 125 200 $325.00 0.003564
FRINGE SALON 371 PRIMROSE RD BURLINGAME,CA 94010 2 480 100 0 $100.00 0.001097
FUEL CAPITAL MANAGEMENT COMPANY 1115 HOWARD AVE BURLINGAME,CA 94010 2 1,269 100 120 $220.00 0.002413
FUTURE WORLD STUDIOS 340 LORTON AVE#210 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GAIL M SHAK PHD 405 PRIMROSE ROAD#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GAP#141 PO BOX 27809 ALBUQUERQUE,NM 87125 1 7,435 125 600 $725.00 0.00795
GEKAKIS&COMPANY 345 LORTON AVE#204 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GENERAL NUTRITION CENTER 300 SIXTH AVE PITTSBURGH,PA 15222 2 950 100 80 $180.00 0.001974
GENEVE JEWELERS-GOLDSMITHS 291 PRIMROSE RD BURLINGAME,CA 94010 2 675 100 80 $180.00 0.001974
GEORGE ANDERS 301 CALIFORNIA DR#8 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GILMARTINGROUP 330 PRIMROSE ROAD#512 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GLU MOBILE 330 PRIMROSE RD#407 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GOODWATER CAPITAL 240 LORTON AVE,3RD FLOOR BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
GREAT CLIPS FOR HAIR 16289 LYLE ST SAN LEANDRO,CA 94578 2 900 100 80 $180.00 0.001974
GREEN BANKER 398 PRIMROSE RD BURLINGAME,CA 94010 2 4,515 100 400 $500.00 0.005483
GRIFFITHS-GOYETTE 330 PRIMROSE RD#614 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
HADIA MAKDISI 1199 HOWARD AVE#103 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
HAIR FAIRIES INC. 21800 OXNARD ST$TE 300 WOODLAND HILLS,CA 91367 3 0 100 0 $100.00 0.001097
HALO BLOW DRY BAR 311 PRIMROSE RD BURLINGAME,CA 94010 2 1,500 100 160 $260.00 0.002851
HAPPY LEMON 851 BURLWAY RD#716 BURLINGAME,CA 94010 1 800 125 100 $225.00 0.002467
HARBYRCO LLC PO BOX PO BOX 117371 BURLINGAME,CA 94011 3 0 100 0 $100.00 0.001097
HARMONIOUS HOUSING INC 409 PRIMROSE ROAD BURLINGAME,CA 94010 2 990 100 80 $180.00 0.001974
HEALTHY HORIZONS[PENIN BREASTFEEDING] 720 HOWARD AVE BURLINGAME,CA 94010 1 900 125 100 $225.00 0.002467
HENRY HORN&SONS,INC. 405 PRIMROSE ROAD#300 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
HERIZ MUSIC&ART 210 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 2,850 100 240 $340.00 0.003728
HERIZ RUGS 218 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 600 100 80 $180.00 0.001974
HIGHLAND REALTY CAPITAL 301 CALIFORNIA DR#4 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
HILARY K ROBINSON,LCSW 405 PRIMROSE RD#307 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Fe Base Fee Surcharge Assessm n Vote
HOLIDAY TRAVEL SERVICE OF BURLINGAME 251 PARK ROAD 111500 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
HOME CARE ASSISTANCE OF CALIFORNIA,LLC. 12550AKMEAD PKWY SUNNYVALE,CA 94085 2 810 100 80 $180.00 0.001974
HORN APPRAISAL SERVICE 409 PRIMROSE ROAD BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
HOUSE OF BAGELS 260 LORTON AVE BURLINGAME,CA 94010 2 1,425 100 120 $220.00 0.002413
1 LOVE GREEN CLEAN 1419 BURLINGAME AVE#E BURLINGAME,CA 94010 1 300 125 0 $125.00 0.001371
I PRIVE' 3463 RIMINI LN DUBLIN,CA 94568 1 1,600 125 200 $325.00 0.003564
I TEA 346 LORTON AVE BURLINGAME,CA 94010 2 1,000 100 120 $220.00 0.002413
180 GROUP 345 LORTON AVE#304 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ICHINYOSHA INTERNATIONAL U.S.A.,INC. 1200 HOWARD AVE#203 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
IDEAL EYES OPTOMETRY 1403 BURLINGAME AVE BURLINGAME,CA 94010 1 790 125 100 $225.00 0.002467
IKE'S LOVE&SANDWICHES 1400 HOWARD AVE BURUNGAME,CA94010 2 1,000 100 120 $220.00 0.002413
It FORNAI0 327 LORTON AVE BURLINGAME,CA 94010 2 8,883 100 480 $580.00 0.00636
IMPACT VC 345 LORTON AVE,STE 402 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
INTERO REAL ESTATE SERVICES 10275 N DE ANZA BLVD CUPERTINO,CA 95014 3 0 100 0 $100.00 0.001097
JANIE AND JACK#938 PO BOX 40016 COLLEGE STATION,TX 77845 1 1,240 125 150 $275.00 0.003016
JAR15,INC. 345 LORTON AVE#203 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
1B INVESTMENT CO. 1220 HOWARD AVE#201 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
JC INTERNATIONAL 340 LORTON AVE If 207 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
JIGSAW USA 145 S.FAIRFAX AVE#200 LOS ANGELES,CA 90036 1 1,200 125 150 $275.00 0.003016
JOANA'S EUROPEAN FASHIONS 1412 BURLINGAME AVE BURLINGAME,CA 94010 1 450 125 0 $125.00 0.001371
JOE&THE JUICE SFO LLC 110 GREENE ST.,SUITE 702 NEW YORK,NY 10012 1 3,850 125 400 $525.00 0.005757
JONATHAN D.BROWN,ESQ 407 PRIMROSE ROAD BURLINGAME,CA 94010 2 474 100 0 $100.00 0.001097
JOSEPH V.ZACCONE,CPA 330 PRIMROSE RD#504 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
JUDY GARVEY,LMFT 1220 HOWARD AVE#230 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
JUMPSTART MD PO BOX 117627 BURLINGAME,CA 94011 3 0 100 0 $100.00 0.001097
JUST KIDS CUTS&BEAUTY MARKET 890 DONNER AVE SONOMA,CA 95476 2 1,599 100 160 $260.00 0.002851
K&E MANAGEMENT LTD 330 PRIMROSE ROAD#404 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KAI DEVELOPMENT ETAL 330 PRIMROSE ROAD#409 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KAREN S ROBSON MA 405 PRIMROSE ROAD#309 BURLINGAME,CA 94010 3 0 100 0 $1D0.00 0.001097
KARP COMPANIES/CALIF.REALTY 1209 BURLINGAME AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KATE SPADE#3054 PO BOX 8000 MONSEY,NY 10952 1 1,840 125 200 $325.00 0.003564
KATHERINE MAYER M.A.,M.F.T 405 PRIMROSE ROAD#308 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KATHY NAIL PEDICURE SPA 1345 HOWARD AVE#101 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KEENAN CAPITAL 1229 BURLINGAME AVE 201 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KELLER WILLIAMS REALTY 1430 HOWARD AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KENT KOCKOS 330 PRIMROSE RD,STE 217 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
KERN JEWELERS 214 LORTON AVE BURLINGAME,CA 94010 2 3,000 100 280 $380.00 0.004167
KUPFERJEWELRY CENTER 1211 BURLINGAME AVE BURLINGAME,CA 94010 1 1,240 125 150 $275.00 0.003016
UESCAPE SPA SALON 347 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 500 1DO 80 $180.00 0.001974
VVIAN 317 PRIMROSE ROAD BURLINGAME,CA 94010 2 625 100 80 $180.00 0.001974
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2029-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Fe t Base Fee urcharge Assessm n Vot
LACORNETATAQUERIA 1123 BURLINGAME AVE BURLINGAME,CA 94010 1 2,310 125 250 $375.00 0.004112
LA VIE NAIL BAR 1217 BURLINGAME AVE BURLINGAME,CA 94010 1 1,000 125 150 $275.00 0.003016
LACELET 100 BALTIC CIRCLE#122 REDWOOD CITY,CA 94065 1 450 125 0 $125.00 0.001371
LANDSCAPE REFLECTIONS 1345 HOWARD AVE#203 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LAW OFFICE OF DAVID MAGNUSON 345 LORTON AVE#201 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LAW OFFICE OF MICHAEL D LIBERTY 1290 HOWARD AVE#303 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LAW OFFICE OF MITRI HANANIA 1220 HOWARD AVE#200 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LAW OFFICES OF HAITHAM E BALLOUT 1290 HOWARD AVE#300 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LAW OFFICES OF HERMAN H FITZGERALD 345 LORTON AVE#301 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LAW OFFICES OF VORSATZ&VORSATZ 345 LORTON AVE#103 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LEE MENDELSON FILM PRODUCTIONS,INC 330 PRIMROSE ROAD#215 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LELAND TEA COMPANY 1030 LARKIN ST#2 SAN FRANCISCO,CA 94109 3 0 100 0 $100.00 0.001097
LEMONADE 200 CENTER ST. ELSEGUNDO,CA 90245 1 3,000 125 350 $475.00 0.005209
LES DEUX COPINES 1433 BURLINGAME AVE BURLINGAME,CA 94010 1 1,120 125 150 $275.00 0.003016
LIMON ROTISSERIE 1101 BURLINGAME AVE BURLINGAME,CA 94010 1 2,496 125 250 $375.00 0.004112
LOFT INC 1316 BURLINGAME AVE BURLINGAME,CA 94030 1 1,000 125 150 $275.00 0.003016
LULULEMON ATHLETICA USA INC 1304 BURLINGAME AVE BURLINGAME,CA 94010 1 4,000 125 450 $575.00 0.006306
LUNULA NAIL SALON 951 OLD COUNTY RD#2-285 BELMONT,CA 94002 3 0 100 0 $100.00 0.001097
LUXE 359 PRIMROSE RD BURLINGAME,CA 94010 2 481 100 0 $100.00 0.0131097
LYMEUGHT FOUNDATION INC 1229 BURLINGAME AVENUE#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LYNN HILL&CO 330 PRIMROSE ROAD#411 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
LYNNE RUPPEL,LEARNING SPECIALIST 6600 GOLF COURSE DR HILLSBOROUGH,CA 94030 3 0 100 0 $100.00 0.001097
LYRA 287 LORTON AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MHPODELL CO 1201 HOWARD AVE#300 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MAINSAILJEWELRY 1231 BURLINGAME AVE BURLINGAME,CA 94010 1 600 125 100 $225.00 0.002467
MAITE NAIL SPA 349 CALLIFORNIA DR BURLINGAME,CA 94010 2 450 100 0 $100.00 0.001097
MARGARET OTEARY INC 263 PRIMROSE ROAD BURLINGAME,CA 94010 2 950 100 80 $180.00 0.001974
MARIANNA MARSHA MEDNIKN,PHD 405 PRIMROSE ROAD#214 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MARIN CONSULTING INC/INSPIRATION VENTURES 330 PRIMROSE RD#612 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MARLINDA SKIN&BODYCARE-MOD 1199 HOWARD AVE#102 BURLINGAME,CA 94010 2 750 100 80 $180.00 0.001974
MC GUIRE 2001 LOMBARD ST SAN FRANCISCO,CA 94123 2 4,200 100 360 $460.00 0.005044
MCGUIGAN&MCGUIGAN,CPA 345 LORTON AVE#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ME TIME,INC 62 SEQUOIA CT SAN CARLOS,CA 94070 2 2,000 100 200 $300.00 0.00329
MEDITERRANEAN KEBAB 1318 BURLINGAME AVE BURLINGAME,CA 94010 1 1,600 125 200 $325.00 0.003564
MIA BELLA BOUTIQUE SALON 29WOODIANDAVE DALY CITY,CA 94015 2 0 100 0 $100.00 0.001097
MICHAEL SULPIZIO,CPA 1419 BURLINGAME AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MILLIE MANGO 1192 ESSEX LANE FOSTER CITY,CA 94404 1 2,000 125 250 $375.00 0.004112
MINGALABA,INC 1213 BURLINGAME AVE BURLINGAME,CA 94010 1 1,240 125 150 $275.00 0.003016
MOBIUS HOLDINGS,LLC 1290 HOWARD AVE#323 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MODA STUDIOS 348 LORTON AVE BURLINGAME,CA 94010 2 800 100 80 $180.00 0.001974
EXHIBIT A
CIN OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Feet Base Fee Surcharge Assessment I V
ote
MOMENT 1450 CHAPIN AVE#150 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MONA KARAM HAUTE COIFFURE 1419 BURLINGAME AVE#G BURLINGAME,CA 94010 1 0 125 0 $125.00 0.001371
MONACO FINE WATCH&JEWELRY DESIGN,LLC 205931ST AVE SAN FRANCISCO,CA 94116 2 450 100 0 $100.00 0.001097
MONDI HAIR SALON 1205 HOWARD AVE BURLINGAME,CA 94010 2 1,650 100 160 $260.00 0.002851
MORGAN STANLEY SMITH BARNEY,I.I.C. 216 LORTON AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MORNINGGLORY 1436 BURLINGAME AVE BURLINGAME,CA 94010 1 1,350 125 150 $275.00 0.003016
MULBERRY'S 251 PRIMROSE RD BURLINGAME,CA 94010 2 725 100 80 $180.00 0.001974
MURPHY WOOD INCORPORATED 1110 BURLINGAME AVE#403 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
MUSIC-LICIOUS 216 CALIFORNIA DR BURLINGAME,CA 94010 2 300 100 0 $100.00 0.001097
MY LITTLE NAIL SHOP 247 PARK RD BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NACHORIA 1325 HOWARD AVE#705 BURUNGAME,CA 94010 2 2,000 100 200 $300.00 0.00329
NAIWA'S BEAUTY SALON 401 PRIMROSE ROAD#A BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NARIN THAI CUISINE 231 PARK ROAD BURLINGAME,CA 94010 2 525 100 80 $180.00 0.001974
NEW FRONTIER FOOD INC 1424 CHAPIN AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NEW LIGHT COUNSELING SERVICE PO BOX 1290 BELMONT,CA 94002 3 0 100 0 $100.00 0.001097
NEWVIEW CAPITAL MANAGEMENT,U.C. 1290 HOWARD AVE#319 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NEXT ADVISOR INC 1409 CHAPIN AVE,3RD FLOOR BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NICKY'S 1419 BURLINGAME AVE#C BURLINGAME,CA 94010 1 480 125 0 $125.00 0.001371
NICOLE NICOLE LILLES SALON&COLOR LOUNGE 1419 BURLINGAME AVE#T BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NOIR LASH LOUNGE 23515 NE NOVELTY HILL RD B221#300 REDMOND,WA 98053 2 1,000 100 120 $220.00 0.002413
NORTH AMERICAN TITLE INSURANCE CO 330 PRIMROSE ROAD#600 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NORTHERN CALIFORNIA PRACTICE SALES 330 PRIMROSE RD#410 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
NUANCE DESIGN JEWELERS 1152 HOWARD AVE BURLINGAME,CA 94010 2 560 100 80 $180.00 0.001974
O'CONNOR MORTGAGE COMPANY 330 PRIMROSE RD#315-B BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
OCCIDENTAL ASSET MANAGEMENT LLC 301 CALIFORNIA DR#9 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
OCEAN HONDA OF BURLINGAME 43652 MICHIGAN AVE CANTON,MI 48188 2 10,000 100 480 $580.00 0.00636
OLD REPUBLIC TITLE COMPANY 1855 GATEWAY BLVD,STE 200 CONCORD,CA 94520 2 630 100 80 $180.00 0.001974
ONE MEDICAL GROUP 130 SUTTER ST,FUR 2 SAN FRANCISCO,CA 94104 2 3,191 100 280 $380.00 0.004167
ONYX SALON LLC 1113 BURLINGAME AVE BURLINGAME,CA 94010 1 1,500 125 200 $325.00 0.003564
OPEN IMPAC!LLC 345 LORTON AVE#302 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ORINDA PARK CAPITAL,ULC. 1325 HOWARD AVE#917 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
OSBORNE INSURANCE AGENCY 1419 BURLINGAME AVE#0 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
OUTSELL INC 330 PRIMROSE ROAD#510 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PACIFIC BELLTELEPHONE COMPANY 1010 N SAINT MARY'S 9TH FUR SAN ANTONIO,TX 78215 1 10,000 125 600 $725.00 0.00795
PACIFIC NEUROSURGERY 45 CASTRO ST#421 SAN FRANCISCO,CA 94114 3 0 100 0 $100.00 0.001097
PADDY FLYNN'S 246 LORTON AVE BURLINGAME,CA 94010 2 825 100 80 $180.00 0.001974
PAMELAACRONIN 405 PRIMROSE ROAD#212 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PAMELA RUDD PHD. 1204 BURLINGAME AVE#5 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PANDA EXPRESS#907 1683 WALNUT GROVE AVE ROSEMEAD,CA 91770 1 2,475 125 250 $375.00 0.004112
PAPER CAPER 1442 BURLINGAME AVE BURLINGAME,CA 94010 1 1,160 125 150 $275.00 0.003016
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Fe Base Fee Surcharge m n V
ote
PAPER SOURCE 125 S.CLARK ST.FL15 CHICAGO,IL 60603 1 3,650 125 400 $525.00 0.005757
PAPYRUS#280 300 OAK BLUFF LANE GOODLETTSVILLE,TN 37072 1 1,400 125 150 $275.00 0.003016
PARK&HOWARD BISTRO 1300 HOWARD AVE BURLINGAME,CA 94010 2 1,640 100 160 $260.00 0.002851
PATRONIK DESIGNS 314 LORTON AVE BURLINGAME,CA 94010 2 1,105 100 120 $220.00 0.002413
PAULA ZIMMERMAN,MFT 405 PRIMROSE ROAD#306 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PEET'S COFFEE&TEA 21 ROBERT PITT DR,STE 310 MONSEY,NY 10952 1 1,960 125 200 $325.00 0.003564
PENINSULA PSYCHIATRIC PRACTICE 345 LORTON AVE#104 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PENINSULA PSYCHIC CENTER 929 S.EL CAMINO REAL SAN MATEO,CA 94402 3 0 100 0 $100.00 0.001097
PENINSULA TAX SERVICE 330 PRIMROSE RD SUITE 408A BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PET FOOD EXPRESS 500 85TH AVENUE OAKLAND,CA 94621 2 6,324 100 480 $580.00 0.00636
PHILZ COFFEE,INC 1258 MINNESOTA ST SAN FRANCISCO,CA 94107 2 1,000 100 120 $220.00 0.002413
PIZZA MY HEART 16222 SHANNON RD LOS GATOS,CA 95032 2 2,200 100 200 $300.00 0.00329
PIZZERIA DELFINA 362118TH ST SAN FRANCISCO,CA 94110 1 2,000 125 250 $375.00 0.004112
POLISHED 1214 BURLINGAME AVE#2 BURLINGAME,CA 94010 2 250 100 0 $100.00 0.001097
POTTERY BARN#281 3250 VAN NESS AVE SAN FRANCISCO,CA 94109 1 4,480 125 450 $575.00 0.006306
PREFERRED NETWORKS AMERICA 330 PRIMROSE RD#402 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PREMIER LENDING 1199 HOWARD AVE#200 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PRESTIGE WINES&LIQUORS 377 PRIMROSE RD BURLINGAME,CA 94010 2 1,000 100 120 $220.00 0.002413
PRIMP&POLISHED 363 PRIMROSE ROAD BURLINGAME,CA 94010 2 500 100 80 $180.00 0.001974
PRIMROSE ALLOYS INC 330 PRIMROSE ROAD#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
PRIMROSE TAILOR CLEANERS 1475 BURLINGAME AVE BURLINGAME,CA 94010 1 800 125 100 $225.00 0.002467
PRIVATE MORTGAGE ADVISORS,LLC 4 HUTTON CENTRE DR 10TH FL SANTA ANA,CA 92707 3 0 100 0 $100.00 0.001097
PROJECT ZEN WELLNESS 318 LORTON AVE BURLINGAME,CA 94010 2 1,000 100 120 $220.00 0.002413
PURE BARRE BURLINGAME 20385 IRON SPRINGS RD LOS GATOS,CA 95033 3 0 100 0 $100.00 0.001097
QUADRIC.1O,INC. 330 PRIMROSE RD#412 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
QUEST REAL ESTATE 1201 HOWARD AVE#102 BURLINGAME,CA 94010 2 0 100 0 $100.00 0.001097
RANGOON RUBY BURMESE CUISINE 1219 BURLINGAME AVE BURLINGAME,CA 94010 1 2,160 125 250 $375.00 0.004112
RASA 209 PARK ROAD BURLINGAME,CA 94010 2 1,075 100 120 $220.00 0.002413
RAYBURN COMPANY 1200 HOWARD AVE#206 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
RB'S THREADING STUDIO 1110 BURLINGAME AVE#107 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
REAL PROPERTY MANAGEMENT MID-PENINSULA/MARDOLLA GRP 405 PRIMROSE ROAD#208 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
REC ROOM CREATIVE 11419 CHAPIN AVE#101 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
RECONNECT HAIR DESIGN 256 LORTON AVE BURLINGAME,CA 94010 2 1,200 100 120 $220.00 0.002413
RENDA ZA'AROUR SALON 1210 DONNELLY AVE. BURLINGAME,CA 94010 2 925 100 80 $180.00 0.001974
RISE PIZZERIA 1451 BURLINGAME AVE BURLINGAME,CA 94010 1 1,800 125 200 $325.00 0.003564
RITUALS AESTHETIC SKIN CARE 251 PARK ROAD#249 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
RMC REAL ESTATE LOANS 1419 BURLINGAME AVE#R BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ROBERT E PISANO,ATTORNEY AT LAW 1204 BURLINGAME AVE#4 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ROCKY COLOGNE'S COMEDYTRAFFIC SCHOOL 1243 HOWARD AVE#A BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
ROSDAHL HOLDINGS LLC DBA DEVAN VINCENT 412 ALAMATOS DR DANVILLE,CA 94526 3 800 100 0 $100.DD 0.001097
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019.20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Feet Base Fee Surcharge Assessmen V
ROYAL LOAN LLC&ROYAL LOAN CO. 1419 BURLINGAME AVE#F BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SAFEWAY STORES,INC.#1547 PO BOX 29096 PHOENIX,AZ 85038 2 40,000 100 480 $580.00 0.00636
SAKAE 243 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 875 100 80 $180.00 0.001974
SALON 1461 391 BODEGA ST FOSTER CITY,CA 94404 1 1,641 125 200 $325.00 0.003564
SALON LE ROUGE&SPA 1375 BURLINGAME AVE#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SALON REVEL LLC 401 PRIMROSE RD#G BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SALON STILO 1200 HOWARD AVE#105 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SALT&STRAW LLC 110 SE 2ND AVE PORTLAND,OR 97214 1 1,096 125 150 $275.00 0.003016
SALTYARD RESTAURANT&WINE BAR 322 LORTON AVE BURLINGAME,CA 94010 2 2,400 100 200 $300.00 0.00329
SAM FERDOWS-ATTORNEY AT LAW 1290 HOWARD AVE#327 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SAM MALOUF 1460 BURLINGAME AVE BURLINGAME,CA 94010 1 3,064 125 350 $475.00 0.005209
SAM'S ITALIAN SANDWICH CO. 1080 HOWARD AVE BURLINGAME,CA 94030 2 705 100 80 $180.00 0.001974
SAMANTHA CHEN,MFT 340 LORTON AVE#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SAMMYC.YIM 1419 BURLINGAME AVE SUITE P BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SAPORE ITALIANO DBA MAMME INC 1447 BURLINGAME AVE BURLINGAME,CA 94010 1 1,200 125 150 $275.00 0.003016
SCHEINHOLTZ ASSOCIATES 1319 HOWARD AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SEESAW PSYCHOLOGY GROUP 309 PRIMROSE RD BURLINGAME,CA 94010 2 2,145 100 200 $300.00 0.00329
SELLING ENERGY 1419 BURLINGAME AVE#Pl BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SEPHORA 525 MARKET ST FL 32 SAN FRANCISCO,CA 94105 1 3,080 125 350 $475.00 0.005209
SHAMA THAI MASSAGE 1300 HOWARD AVE#B BURLINGAME,CA 94010 2 947 100 80 $180.00 0.001974
SHEAR MAGIC HAIR DESIGN 311 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 450 100 0 $100.00 0.001097
SISTERS KITCHEN 270 LORTON AVE BURLINGAME,CA 94010 2 2,000 100 200 $300.00 0.00329
SIXTO'S CANTINA 1448 BURLINGAME AVE BURLINGAME,CA 94010 1 4,400 125 450 $575.00 0.006306
SKINSPIRIT ESSENTIAL,I.I.C. 1375 BURLINGAME AVE#A BURLINGAME,CA 94010 1 3,880 125 400 $525.00 0.005757
SL GRIFFITHS,INC./A.MEYERHOFFER PO BOX 1621 NEWARK,CA 94560 3 0 100 0 $100.00 0.001097
SOLE DESIRE SHOES 5550 SKYLANE BLVD STE G SANTA ROSA,CA 95403 1 8,000 125 600 $725.00 0.00795
SOLO BAMBINI 1150 HOWARD AVE BURLINGAME,CA 94010 2 800 100 80 $180.00 0.001974
STCLAIR'S 1215 DONNELLY AVE. BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
STACKS RESTAURANT 361 CALIFORNIA DRIVE BURLINGAME,CA 94010 2 3,906 100 320 $420.00 0.004606
STARBUCKS COFFEE CO#523 PO BOX 34442-TAX 2 SEATTLE,WA 98124 1 1,728 125 200 $325.00 0.003564
STEELHEAD BREWING,CO. PO BOX 11006 EUGENE,OR 97440 2 4,212 100 360 $460.00 0.005044
STELLA ALPINA OSTERIA 401 PRIMROSE ROAD BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
STELLAR LABS,INC. 205 PARK RD#200 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
STERLING CLEANERS 1681 BROADWAY ST REDWOOD CITY,CA 94063 2 2,125 100 200 $300.00 0.00329
STUDIO 401 1199 HOWARD AVE#102 BURLINGAME,CA 94010 2 750 100 80 $180.00 0.001974
SUNGLASS HUT#5176 PO BOX 8509 MASON,OH 45040 1 2,050 125 250 $375.00 0.004112
SUNKISSED TANNING SALONS 401 PRIMROSE ROAD#C BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
SUR LA TABLE 61004TH AVE S,SUITE 500 SEATTLE,WA 98108 2 4,750 100 400 $500.00 0.005483
SYME GROUP INC. 1375 BURLINGAME AVE LS BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TALK[TEACHING&ASSESSING LANGUAGE FOR KIDS] 1209 HOWARD AVE#203 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
EXHIBIT A
CITY OF BURLINGAME,CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT-ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City,State,Zip Zone Base Fee Surcharge
Feet Assessment I Vote
TAMER MICKEL SALON&BEAUTY 264 LORTON AVE BURLINGAME,CA 94010 2 2,000 100 200 $300.00 0.00329
TAMIKA NAILS AND SPA 2649 HUTCHINGS DR SAN JOSE,CA 95111 2 1,598 100 160 $260.00 0.002851
TAMR 345 LORTON AVE,STE 202 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TAPAS MEDIA,INC. 263 HATCH LN,SUITE C BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TEA PLUS NOODLE 1100 HOWARD AVE#D BURLINGAME,CA 94010 2 1,430 100 120 $220.00 0.002413
TECHLOOP IPHONE,IPAD,MAC,PC REPAIR AND SALES 708 SANTA CRUZ AVE MENLO PARK,CA 94025 1 800 125 100 $225.00 0.002467
TEMPUR RETAIL STORES 1000TEMPURWAY LEXINGTON,KY 40511 1 2,500 125 300 $425.00 0.004661
TERRA TEAK AND GARDEN 1320 BURLINGAME AVENUE BURLINGAME,CA 94010 1 3,200 125 350 $475.00 O.DO5209
THE ALIBI 220 LORTON AVE BURLINGAME,CA 94010 2 725 100 80 $180.00 0.001974
THE ANIMAL CONNECTION II 980 TERESITA BLVD SAN FRANCISCO,CA 94127 1 2,860 125 300 $425.00 0.004661
THE BOH NERT GROUP 251 PARK ROAD,SUITE 20D BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
THE CAKERY 1308 BURLINGAME AVE BURLINGAME,CA 94010 1 2,200 125 250 $375.00 0.004112
THE CLASSIC BARBER 229 PARK RD BURLINGAME,CA 94010 2 330 100 0 $100.00 0.001097
THE CREPEVINE 1310 BURLINGAME AVE BURLINGAME,CA 94010 1 2,700 125 300 $425.00 0.004661
THE CUT BARBER SHOP 218 LORTON AVE BURLINGAME,CA 94010 2 625 100 80 $180.00 0.001974
THE LASH BAR 1229 BURLINGAME AVE#202 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
THE SHADE STORE,LLC 21 ABENDROTH AVE PORT CHESTER,NY 10573 1 916 125 100 $225.00 0.002467
THE SKIN CARE CLINIC/CLAUDIA PANITTO 1475 BURLINGAME AVE#D BURLINGAME,CA 94010 3 2,279 100 0 $100.00 0.001097
THE STUDIO SHOP 244 PRIMROSE ROAD BURLINGAME,CA 94010 2 1,110 100 120 $220.00 0.002413
THE TAILOR&THE COBBLER 1419 BURLINGAME AVE#K BURLINGAME,CA 94010 1 400 125 0 $125.00 0.001371
THETRIMM-WAY 1419 BURLINGAME AVE#Y BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
THE UPS STORE#2354 1325 HOWARD AVE BURLINGAME,CA 94010 2 1,225 100 120 $220.DO 0.002413
THE ZEKA GROUP INC. 1110 BURLINGAME AVE#400 BURUNGAME,CA94010 3 0 100 0 $100.00 0.001097
THERAPY STORES,INC 347 E CAMPBELL AVE CAMPBELL,CA 95008 1 1,500 125 200 $325.00 0.003564
THREE CEDARS LLC 1440 CHAPIN AVE#370 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TINA JANG FARMERS INSURANCE AGENCY 1131 HOWARD AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TIP NTOE SALON 1401 CHAPIN AVE BURLINGAME,CA 94010 2 315 100 0 $100.00 0.001097
TODAY SOTHEBY'S INTERNATIONAL REALTY 1250 SAN CARLOS AVE SAN CARLOS,CA 94070 3 0 100 0 $100.00 0.001097
TOMOKAZU JAPANESE CUISINE 1101 HOWARD AVE BURLINGAME,CA 94010 2 3,219 100 280 $380.00 0.004167
TORA TRADING SERVICES,LLC 1440 CHAPIN AVE#205 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TPUMPS,LLC 25079 VIKING ST HAYWARD,CA 94545 1 1,000 125 150 $275.00 0.003016
TRAPEZE RESTAURANT 266 LORTON AVE BURLINGAME,CA 94010 2 1,690 100 160 $260.00 0.002851
TRAVEL WIZARDS 190 PRIMROSE RD BURLINGAME,CA 94010 2 1,476 100 120 $220.00 0.002413
TREJERD MEMORIES DBA PAPER&PETALS 1419 BURLINGAME AVE#I BURLINGAME,CA 94010 1 1,440 125 150 $275.00 0.003016
TRIAD COMMUNICATIONS 1199 HOWARD AVE#325 BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
TRINA TURK[L2T DBA] 1223 BURLINGAME AVE BURLINGAME,CA 94010 1 2,040 125 250 $375.00 0.004112
TRIPLE X CHICKEN 283 LORTON AVE BURLINGAME,CA 94010 2 650 100 80 $180.00 0.001974
TRITERRA REALTY GROUP,INC. 1105 BURLINGAME AVE BURLINGAME,CA 94010 3 0 100 0 $100.00 0.001097
U-WILL MARKETING USA 1204 BURLINGAME AVE#10 BURLINGAME,CA 94030 3 0 100 0 $100.00 0.001097
UK HAIR 1410 BURLINGAME AVE BURLINGAME,CA 94030 1 1,176 125 150 $275.00 0.003016
EXHIBIT A
CITY OF BURLINGAME, CA
DOWNTOWN BUSINESS IMPROVEMENT DISTRICT- ASSESSMENT FOR FY2019-20
Square Total Weighted
Business/Customer Name Location/Mailing Address City, State, Zip Zone Feet Base Fee Surcharge Assessment Vote
UNION BANK PO BOX 7788 NEWPORT BEACH, CA 92658 2 1,500 100 160 $260.00 0.002851
UNITED STUDIOS OF DEFENSE 1345 HOWARD AVE BURLINGAME, CA 94010 2 1,330 100 120 $220.00 0.002413
US BANK 2800 EAST LAKE STREET MINNEAPOLIS, MN 55406 1 3,000 125 350 $475.00 0.005209
USA NATIONAL TITLE COMPANY, INC 398 PRIMROSE RD#226 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
VAN'S #318 PO BOX 21647 GREENSBORO, NC 27420 1 3,485 125 350 $475.00 0.005209
VELVET 48 310 LORTON AVE BURLINGAME, CA 94010 2 1,105 100 120 $220.00 0.002413
VENTURI COMPANY 345 LORTON AVE # 105 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
VINEYARD VINES RETAIL, LLC. 181 HARBOR DR STAMFORD, CT 06902 1 2,760 125 300 $425.00 0.004661
VINYL ROOM 221 PARK ROAD BURLINGAME, CA 94010 2 1,600 100 160 $260.00 0.002851
VIVAAA FOR HAIR 345 CALIFORNIA DRIVE BURLINGAME, CA 94010 2 600 100 80 $180.00 0.001974
W A CAPITAL 330 PRIMROSE ROAD# 202 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
WALGREEN'S0086 260 ELCAMINOREAL BU RLI NGAM E, CA 94010 2 10,000 100 480 $580.00 0.00636
WARREN K WOO, ATTY AT LAW 340 LORTON AVE # 214 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
WATCH GALLERY 1375 BURLINGAME AVE # F BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
WEHMEYER DESIGN & CUSTOM HOMES 1204 BURLINGAME AVE #7 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
WELLS FARGO BANK 1500 BROADWAY#T3203-025 LUBBOCK, TX 79401 1 5,500 125 600 $725.00 0.00795
WELLS FARGO HOME MORTGAGE 1500 BROADWAY LUBBOCK, TX 79401 3 0 100 0 $100.00 0.001097
WELLS FARGO HOME MORTGAGE 1500 BROADWAY LUBBOCK, TX 79401 3 0 100 0 $100.00 0.001097
WONDER TECHNOLOGIES INC 1229 BURLINGAME AVE #120 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
WOODSTOCK DEVELOPMENT INC 330 PRIMROSE ROAD# 203 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
WOWPRETTY PROFESSIONAL MAKEUP AND HAIR 1200 HOWARD AVE #103 BURLINGAME, CA 94010 2 675 100 80 $180.00 0.001974
XL SALON 222 LORTON AVE BURLINGAME, CA 94010 2 1,000 100 120 $220.00 0.002413
YEAMAC 277 PRIMROSE RD BURLINGAME, CA 94010 2 825 100 80 $180.00 0.001974
YF INTERNATIONAL 180 PARK ROAD BURLINGAME, CA 94010 2 1,800 100 160 $260.00 0.002851
YOGURTLAND SOUTH BAY 23727 HAWTHORNE BLVD#1 TORRANCE, CA 90505 2 1,000 100 120 $220.00 0.002413
YVES DELORME INC 1725 BROADWAY ST CHARLOTTESVILLE, VA 22902 2 2,100 100 200 $300.00 0.00329
ZENSOFT 1290 HOWARD AVE #320 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
ZINIER INC. 1419 CHAPIN AVE #201 BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
ZIPPER INC. 320 PRIMROSE RD BURLINGAME, CA 94010 3 0 100 0 $100.00 0.001097
[FIDELITY BROKERAGE] FIDELITY INVESTMENTS 1411 CHAPIN AVE BURLINGAME, CA 94010 2 2,688 100 240 $340.00 0.003728
430 TOTAL ASSESSMENTS 45,350.00 45,840.00 $ 91,190.00 11.00
BUR AGENDA NO: 10a
STAFF REPORT
J MEETING DATE: September 16,2019
To: Honorable Mayor and City Council
Date: September 16, 2019
From: Kathleen Kane, City Attorney— (650) 558-7204
Subject: Direction Regarding Whether to Introduce an Ordinance Banning the Sale
of Flavored Tobacco Products, Including Vaping Liquids
RECOMMENDATION
Staff recommends that the City Council consider whether to direct staff to bring back an
ordinance banning the sale of flavored tobacco products, including vaping liquids.
BACKGROUND and DISCUSSION
Flavored tobacco products have been identified as a significant threat to public health. In
particular, the prevalence of vaping has radically increased among teenagers in recent years,
with over 37 per cent of twelfth graders stating they had used e-cigarettes in the prior twelve
months, up ten per cent over the prior year. See, e.g., National Institutes of Health, "Teens Using
Vaping Devices in Record Numbers", Dec. 17, 2018, reporting on the Monitoring the Future
survey conducted in 2018 (although daily use is relatively low). This trend is potentially
dangerous because the adolescent brain appears to be uniquely sensitive to nicotine, which may
have both acute and long-term effects on the neurobiology of users, including modifying the
dopamine system in a way that increases the risk of future addictive tendencies. See Nicotine
and the Adolescent Brain, Yuan, M, Cross, S., et al., Journal of Physiology, 2015 Aug 15; 593 (Pt.
16): 3397-3412.
E-cigarettes are not well-regulated, and meaningful studies are difficult to conduct given the wide
range of ingredients and concentrations of nicotine that they contain. Numerous sources indicate
that e-cigarettes may be less harmful overall than traditional cigarettes. See, e.g., Key issues
surrounding the health impacts of electronic nicotine delivery systems (ENDS) and other sources
of nicotine, Drope, J., Cahn, Z., et. al, CA: A Cancer Journal for Clinicians, Vol. 67, issue 6,
(2017) 449-471. As a potential method for harm-reduction for those already addicted to
cigarettes, they may be an important tool. See, e.g., Electronic Cigarettes and Vaping: A New
Challenge in Clinical Medicine and Public Health, Palazzolo, D., Frontiers in Public Health, 2013;
1: 56 (meta-analysis noting the harm-reduction potential of vaping but questioning whether the
net effect might be an overall increase in nicotine addiction). The statistics are not conclusive as
to whether the use of e-cigarettes and other more traditional forms of flavored tobacco lead to
increased incidence of smoking regular cigarettes among teenagers. Compare American Cancer
Society, Position Statement on Electronic Cigarettes (taking the position that they do act as a
gateway to traditional cigarettes) to Drope, et al., ("the increase in [e-cigarette] experimentation
1
Potential Ban on Sale of Flavored Tobacco Products September 16, 2019
[among teenagers] has not yet coincided with an uptick in cigarette use in the same population").
However, the increase in the use of e-cigarettes themselves is well-documented.
Several jurisdictions, including San Mateo County, have moved to ban the sale of flavored
tobacco products in an effort to stem the tide of new, particularly teenage, users. The County's
ordinance is attached for your reference. So far, it is unclear whether these types of measures
have been successful in reducing the number of e-cigarette users or the rate of increase in use.
An effort at the state level to restrict sale of flavored tobacco products stalled when hostile
amendments caused the bill's author to withdraw it. With the spate of recent hospitalizations
linked to vaping in the news, the federal government announced that it plans to restrict the sale of
e-cigarettes, though the actual dimensions of such a move remain unclear at this time. If a
federal rule were to go into effect, it could preempt state and local regulation of the products.
Preemption is not a given, however, but instead depends on how the eventual rule is drafted.
Staff seeks direction from Council as to whether to introduce an ordinance banning the sale of
flavored tobacco products, including vaping liquids, within the City of Burlingame. Age
restrictions for the sale of nicotine-containing products already exist, and we do not currently have
any evidence that brick-and-mortar retailers in Burlingame have been selling such products to
minors. However, the Council could determine that, given the exigency of the apparent crisis
among teen users, any effort to make access to such products harder is worthwhile. If Council
directs that an ordinance be brought back for introduction, staff suggests that it be based on the
one adopted by the County in order to ensure consistency among neighboring jurisdictions.
Because our respective codes are structured differently, it is likely that a draft ordinance for the
City will not be identical, but it could share key substantive provisions with the County's model.
FISCAL IMPACT
There is no impact on the City General Fund.
Exhibit:
• County Ordinance
2
CHAPTER 4.99-SALES OF FLAVORED TOBACCO PRODUCTS AND PHARMACY SALES OF TOBACCO
PRODUCTS PROHIBITED
4.99.010-Application of chapter.
The provisions of this chapter shall apply within the unincorporated area of San Mateo County,except
that this chapter shall not apply to the duty-free retail stores at San Francisco International Airport.
(Ord.No.04799,§2,6-19-2018)
4.99.020-Definitions.
For the purposes of this chapter,the following definitions shall govern unless the context clearly
requires otherwise:
(a)"Characterizing flavor"means a distinguishable taste or aroma or both,other than the taste or aroma
of tobacco,imparted by a tobacco product or any byproduct produced by the tobacco product.
Characterizing flavors include,but are not limited to,tastes or aroma relating to any fruit,chocolate,
vanilla,honey,candy,cocoa,dessert,alcoholic beverage,menthol,mint,wintergreen,herb,or spice.A
tobacco product shall not be determined to have a characterizing flavor solely because of the use of
additives or flavorings or the provision of ingredient information.Rather,it is the presence of a
distinguishable taste or aroma,or both,as described in the first sentence of this definition,that
constitutes a characterizing flavor.(b)"Constituent"means any ingredient,substance,chemical,or
compound,other than tobacco,water,or reconstituted tobacco sheet that is added by the
manufacturer to a tobacco product during the processing,manufacture,or packing of the tobacco
prod uct.(c)"Distinguishable"means perceivable by either the sense of smell or taste.(d)"Flavored
tobacco product"means any tobacco product that contains a constituent that imparts a characterizing
flavor.(e)"Labeling"means written,printed,pictorial,or graphic matter upon any tobacco product or
any of its packaging.(f)"Packaging"means a pack,box,carton,or container of any kind or,if no other
container,any wrapping(including cellophane)in which a tobacco product is sold,or offered for sale,to
a consume r.(g)"Pharmacy"means any retail establishment in which the profession of pharmacy is
practiced by a pharmacist licensed by the State of California in accordance with the Business and
Professions Code and where prescription pharmaceuticals are offered for sale,regardless of whether
the retail establishment sells other retail goods in addition to prescription pharmaceuticals.(h)"Tobacco
product"is defined as set forth in subsection(h)of Section 4.96.030 of Chapter 4.96 of this Ordinance
Code.(i)"Tobacco retailer"means any store,stand,booth,concession or any other enterprise that
engages in the retail sale of tobacco products,including but not limited to stores that engage in the
retail sale of food items.
(Ord.No.04799,§2,6-19-2018)
4.99.030-Sale or offer for sale of flavored tobacco products prohibited.
(a)The sale or offer for sale, by any person or tobacco retailer of any flavored tobacco product is
prohibited and no person or tobacco retailer shall sell, or offer for sale,any flavored tobacco
product.(b)There shall be a rebuttable presumption that a tobacco product is a flavored tobacco product
if a manufacturer or any of the manufacturer's agents or employees, in the course of their agency or
employment, has made a statement or claim directed to consumers or to the public that the tobacco
product has or produces a characterizing flavor including, but not limited to,text, color,and/or images
on the product's labeling or packaging that are used to explicitly or implicitly communicate that the
tobacco product has a characterizing flavor.
(Ord. No.04799, § 2, 6-19-2018)
4.99.040-Sale or offer for sale of tobacco products by a pharmacy prohibited.
(a)No pharmacy or pharmacy employee or agent shall sell or offer for sale any tobacco product.(b)No
new tobacco retailer permit may be issued to a pharmacy under Chapter 4.98 of this Ordinance
Code.(c)No existing tobacco retailer permit issued under Chapter 4.98 of this Ordinance Code may be
renewed by a pharmacy.
(Ord. No.04799,§ 2, 6-19-2018)
4.99.050-Enforcement.
(a)The Health System Chief, or his or her designee, may enforce this chapter by suspension of a tobacco
retailer's permit and/or imposition of administrative fines following the procedures and amounts set
forth in Sections 4.98.150 and 4.98.160 of Chapter 4.98 of this Ordinance Code.(b)Violations of this
chapter may be criminally prosecuted as infraction(s)or misdemeanors) at the discretion of the
prosecuting attorney as the interests of justice require.(c)This section shall not be interpreted to limit
the applicable civil or administrative remedies available under law.(d)The Health System Chief may
adopt administrative rules, regulations,or guidelines for the implementation and enforcement of this
chapter.
(Ord. No.04799, §2,6-19-2018)
4.99.060- Public nuisance.
Any violation of this ordinance is hereby declared a public nuisance.
(Ord. No.04799, § 2, 6-19-2018)
4.99.070-No conflict with federal or state law.
Nothing in this chapter shall be interpreted or applied so as to create any requirement, power, or duty
that is preempted by federal or state law.
(Ord. No. 04799, § 2, 6-19-2018)
4.99.080-Severability.
If any provision, section, subsection, sentence, clause, phrase, or word of this Chapter 4.99, or any
application thereof to any person or circumstance, is held to be invalid or unconstitutional by a court of
competent jurisdiction, such decision shall not affect the validity of the remaining portions or
applications of the chapter.The Board of Supervisors hereby declares that it would have passed this
chapter, and each provision, section, subsection, sentence, clause, phrase, and word not declared
invalid or unconstitutional without regard to whether any other portion of this chapter or application
thereof would be subsequently declared invalid or unconstitutional.
(Ord. No. 04799, § 2, 6-19-2018)
BURLINGAME
Memorandum
To: City Council
Date: September 16, 2019
From: Mayor Donna Colson
Subject: Committee Report
September 4, 2019
PCE
Strategic Planning Committee Interviews
September 5, 2019
Law Library Reception and Honoring Congresswoman Jackie Speier
Fundraiser
Housing Foundation Dinner
Housing industry dinner to fund Samaritan House
September 6, 2019
Various constituent Meetings
September 9, 2019
Candidate Forum From Staff for Election 2019
FSLRR District
Resilient by Design - Bay Area Challenge - Choose design teams that provide vision for how we
might create SLR resiliency for the Bay Area - Had 9 different locations that were choose
including the South Bay and South San Francisco.
Project locations were set up throughout the Bay Area
Looking at a 2100 for final implementation
Funded by the Rockefeller Foundation
Example: Colma Creek Multi-Benefit Projects
SLR, access to transit, recreation, etc. all combined into one project
1
Colson Committee Report September 16, 2019
Finance Strategies
1. Critical role of local funding for advance planning and pre-development
2. Partnerships with public owners of critical vulnerable assets
3. Federal grants: Bigger is better-how do you combine to make this more attractive from
the federal level to fund a specific congressional appropriation.
4. Private philanthropy- Planning with disadvantaged communities
Communities of Benefit Drive Funding Options
1. Local property owners
2. Local jurisdictions and their taxpayers
3. Public Enterprises and their ratepayers
4. Regional agencies and their taxpayers
5. State and Federal agencies and their Taxpayers
Alternative Innovative Funding Sources - A source that you get someone to pay for something that
you want.
1. Avoided cost flood insurance premiums - private market, insure and then take the
difference and save or invest that in an enterprise fund
2. Land sale or leases on reclaimed lands
State Initiatives
1. Continue expanding funding options for stormwater utilities - SB 1 Transportation Bond
2. Enable geological hazard abatement districts to levy special taxes
Current MOU
1. Belmont Creek Watershed
1. District Admin and planning= ongoing funding source
2. Pre-development= can come out of this source and one time sources
3. Design Construction - MOU - One time Source
4. Ongoing Maintenance -Need to find ongoing
Parcel Tax Discussion
222,000 parcels
5% exempt
210,000 eligible
Potential tax Rate $10 per parcel
Annual Revenue - $2.1 million
Potential tax Rate $15 per parcel
Annual Revenue - $3.15 million per year
Design and Construction
2
Colson Committee Report September 16, 2019
• Mello-Rose special tax
• Property tax increment
• Development Impact Fee
Project O&M
• Resilient Infrastructure O&M charge by zone- need nexus
Partners on Capital Side of the Equation
• Cal Trans, TA, SFO
• Coast Conservancy, Fish and Game, other type of agencies that can play a role
San Mateo County Flood Control District - Four zones, one inactive
• Jim Porter, Public Works SMC - will transform into the new entity, but we need to
understand the existing district zones
• These are funded by property taxes and each is individual and kept separate budget.
Revenue in the zone spent in the zone.
• Levy fees to support C/CAG water efforts
1. Ravenswood Slough Flood Control Zone Formed in 1968 - Inactive, but $408,000 balance
and generates $7.400 per year annual revenue
1. San Francisciquito Creek Flood Control - Formed in 1967 and generated funding from
property tax - EPA, MP, PA, Stanford and Valley Water- Pine sits on that JPA Board of
Directors. Annual revenue $340,000
1. San Bruno Flood Control Zone Formed in 1967- This is near 101, and have $3.1 million
fund balance and is designed for a 25 year storm event. East of 101, Upgrade or
replacement of Pump Stations $2.5 - $11 million cost. The Cupid Rows canal has sensitive
habitat (garter snakes and red legged frog)
1. CCFCZ was formed in 1964 - 4 separate budget units and revenue source is portion of I%
of property taxes from properties in the zone, annual revenue is $3.3 million and fund
balance as of 7/1 is $23,897,848 million. Ongoing problems with illegal dumping and
graffiti. King-tide we have overtopping into parking lots.
Review of Staffing and timing of retention as well as outside partners/fiscal agents.
Peninsula Clean Energy
September 10, 2019
• Executive Committee Meeting- Budget update and pre-audit review
• Discussion of hedging and sensitivity analysis for budget
• Review of topics for the Board Retreat
3
Colson Committee Report September 16, 2019
HCDC Meeting NOFA 7.0 Review of projects
September 10, 2019
• Review of funding requests for both rehabilitation and for new construction of both
apartments and homes for purchase. Total allocation was about $37 million, but requests
were about $75 million showing the funding gap, but all projects are eligible to go back
and apply for additional fund.
• Will cover 1,068 total affordable low and very low income units - homeless and family
units for renovation or construction.
• Rents have not kept up with the capital needs of the properties and so have needed to seek
federal/state/county funding.
• Are overfunding the NOFA 7.0 offering and then taking out for the NOFA 8.0 funding.
HFA Meeting
September 10, 2019
Work Groups Forming
1. Communications - Local, Regional and State Progress toward housing Effie, Jessica and
Jackie on the communications team
2. Goal # 1 - Decrease the gap between the number of jobs and the number of housing units.
3. Goal #2 - Meet the RHNA numbers
4. Funding, housing policies, Land, Community Support
5. Working Groups - Housing Funding and Land Use, Housing Parking and Traffic, Second
Units, and Climate Action
Eric, Doug- Enterprise
Haley- Ground Floor and Alex Turk Ground Floor
Enterprise Meeting
September 10, 2019
4