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CITY OF BURLINGAME
City Hall — 501 Primrose Road
Burlingame, California 94010-3997
June 2, 2016
Dimitrios Sogas
1290 Howard Avenue, Suite 323
Burlingame, CA 94010
Re: 988 Howard Avenue
Dear Mr. Sogas,
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BURLINGAM�
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COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division
PH: (650) 558-7250
FAX: (650) 696-3790
Since there was no appeal to or suspension by the City Council, the March 14, 2016, Planning
Commission approval of your application for Commercial Design Review, Conditional Use Permit for
Building Height, and Rear Setback Variance became effective March 24, 2016. This application was for
the construction of a new 3-story commercial building at 988 Howard Avenue, zoned MMU.
The March 14, 2016, minutes of the Planning Commission state your application was approved with the
following conditions:
that the project shall be built as shown on the plans submitted to the Planning Division
date stamped February 23, 2016, sheets A0.0 through A4.1, C-1, L-1.1 through L-2.2;
2. that prior to the issuance of a building permit the change in materials shown at the
public hearing presentation shall be reviewed by the Planning Commission as an FYI
item;
3. that prior to issuance of a buifding permit for construction of the project, the project
construction plans shall be modified to include a cover sheet listing all conditions of
approval adopted by the Planning Commission, or City Council on appeal; which shall
remain a part of all sets of approved plans throughout the construction process.
Compliance with all conditions of approval is required; the conditions of approval shall
not be modified or changed without the approval of the Planning Commission, or City
Council on appeal;
4. that any changes to the size or envelope of building, which would include changing or
adding exterior walls or parapet walls, shall require an amendment to this permit;
5. that any changes to building materials, exterior finishes, windows, architectural features,
roof height or pitch, and amount or type of hardscape materials shall be subject to
Planning Division or Planning Commission review (FYI or amendment to be determined
by Planning staf�;
6. that the maximum elevation at the top of the roof parapet shall not exceed elevation
141.56' for a maximum height of 45'-0", and that the top of each floor and final roof
ridge shall be surveyed and approved by the City Engineer as the framing proceeds and
prior to final framing and roofing inspections. The ground floor finished floor shall be
elevation 97.78'; second floor finished floor shall be elevation 111.78'; third floor finished
floor shall be elevation 124.78', and the roof level shall be elevation 137.78'. Should
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June 2, 2016
988 Howard Avenue
Page 2
any framing exceed the stated elevation at any point it shall be removed or adjusted so
that the final height of the structure with roof shall not exceed the maximum height
shown on the approved plans;
7. that the project shall include at least one dedicated off-street, car share parking space
with the following requirements:
a. the car share space shall be maintained in perpetuity and cannot be modified
without the City's consent;
b. the car share space shall be clearly labeled both with painted in-ground signage as
well as eye-level signage;
c. the car share space shall be accessible to tenants of the building and at the
discretion of the building owner may also be available to non-tenant subscribers
from outside the building;
d. the dimensions of the car share space shall be in accordance with requirements set
forth in the Zoning Code for off-street parking spaces.
8. that the 66 on-site parking spaces (excluding the car share space) shall be used only
for the tenants and visitors of the commercial/retail and office facilities on this site and
shall not be leased or rented for storage of automobiles or goods either by individuals or
businesses not on this site or by other businesses for off-site parking;
9. that the conditions of the Building Division's March 20, 2015 and May 14, 2015 memos,
the Park's Division's March 16, 2015 and May 19, 2015 memos, the Engineering
Division's April 13, 2015 memo, the Stormwater Division's March 17, 2015 and May 12,
2015 memos, and the Fire Division's March 26, 2015 and May 14, 2015 memos shall
be met;
10. that prior to issuance of a building permit for the project, the applicant shall pay the first
half of the public facilities impact fee in the amount of $101,219.00, made payable to the
City of Burlingame and submitted to the Planning Division;
11. that prior to scheduling the final framing inspection, the applicant shall pay the second
half of the public facilities impact fee in the amount of $101,220.97., made payable to
the City of Burlingame and submitted to the Planning Division;
12. that the project shall comply with the Construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration projects
to submit a Waste Reduction plan and meet recycling requirements; any partial or full
demolition of a structure, interior or exterior, shall require a demolition permit;
13. that demolition or removal of the existing structures and any grading or earth moving on
the site shall not occur until a building permit has been issued and such site work shall
be required to comply with all the regulations of the Bay Area Air Quality Management
District;
14. that during construction, the applicant shall provide fencing (with a fabric screen or
mesh) around the project site to ensure that all construction equipment, materials and
debris is kept on site;
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� June 2, 2016
988 Howard Avenue
Page 3
15. that storage of construction materials and equipment on the street or in the public right-
of-way shall be prohibited;
16. that the applicant shall comply with Ordinance 1503, the City of Burlingame Storm
Water Management and Discharge Control Ordinance;
17. that the project shall meet all the requirements of the California Building and Uniform
Fire Codes, 2013 Edition, as amended by the City of Burlingame;
The following five (5) conditions shall be met during the Building Inspection process prior
to the inspections noted in each condition:
18. that prior to scheduling the foundation inspection a licensed surveyor shall locate the
property corners, set the building envelope;
19. that prior to the underfloor frame inspection the surveyor shall certify the first floor
elevation of the new structure;
20. that prior to scheduling the framing inspection, the project architect, engineer or other
licensed professional shall provide architectural certification that the architectural details
such as window locations and bays are built as shown on the approved plans; if there is
no licensed professional involved in the project, the property owner or contractor shall
provide the certification under penalty of perjury. Certifications shall be submitted to the
Building Division;
21. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the
height of the roof parapet and provide certification of that height to the Building Division;
22. that prior to final inspection, Planning Division staff will inspect and note compliance of
the architectural details (trim materials, window type, etc.) to verify that the project has
been built according to the approved Planning and Building plans;
Mitigation Measures from Initial Study
Aesthetics
23. The project developer shall install low-profile, low-intensity lighting directed downward
to minimize light and glare. Exterior lighting shall be low mounted, downward casting,
and shielded. In general, the light footprint shall not extend beyond the periphery of
each property. Implementation of exterior lighting fixtures on all buildings shall also
comply with the standard California Building Code (Title 24, Building Energy Efficiency
Standards) to reduce the lateral spreading of light to surrounding uses, consistent with
Burlingame Municipal Code Section 18.16.030 that requires that all new exterior lighting
for commercial developments be designed and located so that the cone of light and/or
glare from the light element is kept entirely on the property or below the top of any
fence, edge or wall.
Air Quality
24. The contractor shall implement the following best management practices:
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988 Howard Avenue
Page 4
a. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas,
and unpaved access roads) shall be watered two times per day.
b. All haul trucks transporting soil, sand, or other loose material off-site shall be
covered.
c. All visible mud or dirt track-out onto adjacent public roads shall be removed using
wet power vacuum street sweepers at least once per day. The use of dry power
sweeping is prohibited.
d. All vehicle speeds on unpaved roads shall be limited to 15 miles per hour.
e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as
possible. Building pads shall be laid as soon as possible after grading unless
seeding or soil binders are used.
f. Idling times shall be minimized either by shutting equipment off when not in use or
reducing the maximum idling time to five minutes (as required by the California
airborne toxics control measure Title 13, Section 2485 of California Code of
Regulations [CCR]). Clear signage shall be provided for construction workers at all
access points.
g. All construction equipment shall be maintained and properly tuned in accordance
with manufacturer's specifications. All equipment shall be checked by a certified
mechanic and determined to be running in proper condition prior to operation.
h. Post a publicly visible sign with the telephone number and person to contact at the
City of Burlingame regarding dust complaints. This person shall respond and take
corrective action within 48 hours. Bay Area Air Quality Management District
(BAAQMD) phone number shall also be visible to ensure compliance with applicable
regulations.
25. The contractor shall select specific equipment during construction in order to minimize
emissions. The equipment selection would include the regulation that all diesel-
powered equipment larger than 50 horsepower and operating on the site for more than
two days continuously shall, at a minimum, meet the U.S. EPA particulate matter
standards for Tier 2 engines or equivalent.
Biological Resources
26. If construction activities would commence anytime during the nesting/breeding season
of native bird species potentially nesting near the site (typically February through
August in the project region), a pre-construction survey for nesting birds would be
conducted by a qualified biologist within two weeks of the commencement of
construction activities. The pre-construction survey would encompass the project site
and surrounding area, within 150 feet, so as to account for construction-related noise.
Cultural Resources
27. In the event archaeological resources are encountered during construction, work will be
halted within 100 feet of the discovered materials and workers will avoid altering the
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988 Howard Avenue
Page 5
materials and their context until a qualified professional archaeologist has evaluated the
situation and provided appropriate recommendations.
28. A discovery of a paleontological specimen during any phase of the project shall result in
a work stoppage in the vicinity of the find until it can be evaluated by a professional
paleontologist. Should loss or damage be detected, additional protective measures or
further action (e.g., resource removal), as determined by a professional paleontologist,
shall be implemented to mitigate the impact.
29. In the event that human remains are discovered during project construction, there shall
be no further excavation or disturbance of the site or any nearby area reasonably
suspected to overlie adjacent human remains. The county coroner shall be informed to
evaluate the nature of the remains. If the remains are determined to be of Native
American origin, the Lead Agency shall work with the Native American Heritage
Commission and the applicant to develop an agreement for treating or disposing of the
human remains.
Geology and Soils
30. Project design and construction shall adhere to Title 18, Chapter 18 of the Burlingame
Municipal Code, and demonstrate adherence to the latest seismic design parameters as
required by the California Building Code including, but not limited to, anchorage, load
combinations, and structure integrity.
Hazards and Hazardous Materials
31. The contractor shall comply with Title 8, California Code of Regulations/Occupational
Safety and Health (OSHA) requirements that cover construction work where an
employee may be exposed to lead. This includes the proper removal and disposal of
peeling paint, and appropriate sampling of painted building surFaces for lead prior to
disturbance of the paint and disposal of the paint or painted materials.
32. The applicant shall contract a Certified Asbestos Consultant to conduct an asbestos
survey prior to disturbing potential asbestos containing building materials and shall
implement the Consultant's recommendations for proper handling and disposal.
33. The applicant shall prepare, and submit, a Soils Management Plan (SMP) to the San
Mateo County Health Department for approval, prior to the issuance of a building
permit. The SMP will address the possibility of encountering subsurface contaminants,
including groundwater, during construction activities, and the measures for identifying,
handling, and disposing of subsurface contaminants. The SMP shall be submitted to the
City prior to issuance of a building permit.
34. The contractor shall ensure the appropriate handling, storing, and sampling of any soil
to be removed from the subject property, as per the SMP, so as to eliminate potential
health and safety risks to the public, including construction workers.
35. In the event that groundwater, or other subsurface contaminants, are encountered
during excavation, grading, or any other demolition/construction activities at the project
site, the contractor shall ensure that the procedure for evaluating, handling, storing,
testing, and disposing of contaminated groundwater is implemented, as per the SMP.
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988 Howard Avenue
Page 6
36. Workers handling demolition and renovation activities at the project site shall be trained
in the safe handling and disposal of residual chemicals, solvents, heavy metals, motor
and transmission oils, lubes, greases, antifreeze, Freon, solvents, and lead-acid
batteries etc. associated with the former gas station and auto repair maintenance shop.
Noise
37. The contractor shall ensure that the interior noise levels are maintained at or below 50
dBA Leq (1-hr). Treatments would include, but are not limited to, sound-rated wall and
window constructions, acoustical caulking, protected ventilation openings, etc. The
specific determination of what noise insulation treatments are necessary shall be
conducted on a room-by-room basis during final design of the project. Results of the
analysis, including the description of the necessary noise control treatments, shall be
submitted to the City, along with the building plans and approved design, prior to
issuance of a building permit.
38. The contractor shall install forced-air mechanical ventilation, as determined by the local
building official, for all exterior-facing rooms of the office building so that windows can
be kept closed at the occupant's discretion to control interior noise and achieve the
interior noise standards.
All site improvements and construction work will require separate application to the Building Department.
This approval is valid for one year during which time a building permit must be issued. An extension of
up to one year may be considered by the Planning Commission if application is made before the end of
the first year.
The decision of the Council is a final administrative decision pursuant to Code of Civil Procedure Section
1094.6. If you wish to challenge the decision in a court of competent jurisdiction, you must do so within
90 days of the date of the decision unless a shorter time is required pursuant to state or federal law.
Sincerely,
; ;
; �' ���
�
William Meeker
Community Development Director
c. Robert J. Lugliani, property owner
988 Howard Avenue
Burlingame, CA 94010
Toby Levy, Levy Design Partners, architect
90 South Park
San Francisco, CA 94107
Chief Deputy Valuation, Assessor's Office
(LOT 1 BLK 17 SUPP TO TOWN OF BURLINGAME MAP NO 1 RSM 3/71 & LOTS 2A 2B 2C &
2D BLK 17 LYON & HOAG SUB RSM 4/26; APN: 029-214-220)
File
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C: Register online to receive City of Burlingame e-mail updates at www.burlingame.org 9�
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Project Comments
Date:
Aprii 13, 2015
To: � Engineering Division
(65U) 558-7230
0 Building Division
(s5o) ssa-72so
X Parics Division
(650) 558-7334
From: Planning Staf�
0 Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Subject: Request for Environmental Review, Commercial Design Review,
Conditiona! Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof de�k at 988 Howard Avenue, zoned MMU,
APN: 029-214220
Staff Review: April 13, 2015 — 2"d Submittal
1. No Further Comments- Water Conservation checklist and Irrigation Plan will
be submitted for Building permit
Reviewed by: BD
Date: 5/19/15
�
Project Comments
Date:
To:
From
March 16, 2015
� Engineering Division
(sso� �-7230
� Building Division
(s5o) 5sa-72so
X Par�cs Division
(s5o) �s-73�
� Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setbacic and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-2'14220
Staff Review: March '16, 2015
1. No existing tree over 48 inches in circumference at 54 inches form base of
tree may be removed without a Protected Tree Permit from the Parks Division.
(558-7330)
. Landscape plan is required to meet `Water Conservation in Landscape
Regulations" (attached). Irrigation Plan required for Building permit. Audit due
for Final.
3. Provide separate irrigation (drip or bubbler) to new landscape Street Trees.
Reviewed by: BD
Date: 3/24/15
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.
Project Comments
Date:
To:
From:
April 13, 2015
0 Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
X Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-214-220
Staff Review: April 13, 2015 — 2"d Submittal
"Project proponent previously submitted a completed stormwater compliance "C.3
and C.6 Development Review Checklist." Proponent submitted and proposed several
site design measures to comply with the C.3. and C.6 requirements." No additional
comments.
Reviewed by: KJK
Date: 05/12/15.
�
Project Comments
Date:
To:
From:
March 16, 2015
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
i� Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-214-220
1. This project may be required to comply with the C.3 and C.6 provisions of the San
� Francisco Bay Municipal Regional Stormwater NPDES Permit (MRP). If the project
will create and/or replace 10,000 square feet or more of impervious surface and; the
project will replace 50 percent or more of site impervious surface, then stormwater
source control and treatment requirements shall apply to the entire project site. A
summary of applicable requirements is attached. The project proponent must
complete, sign and submit, to the City, the appropriate form for each applicable
requirement.
� Please complete, sign and return the following attached forms:
A. C.3 and C.6 Development Review Checklist.
'B Special Projects Worksheet.
C. Rainwater Harvesting and Use Feasibility Worksheet.
Staff Review: March 16, 2015
Page 1-2
For additional information, including downloadable electronic files, please see the C.3
Stormwater Technical Guidance at www.flowstobay.org
3. Any construction project in the City, regardless of size, shall comply with the city's
stormwater NPDES permit to prevent construction activity stormwater pollution.
Project proponents shall ensure that all contractors implement appropriate and
effective Best Management Practices (BMPs) during all phases of construction,
including demolition. When submitting plans for a building permit, please include a list
of construction BMPs as project notes, preferably, on a separate full size (2'x 3' or
larger), plan sheet. A downloadable electronic file is available at:
http://www.flowstobay.org/Construction
4. Required Best Management Practices (BMPs) apply to all construction projects
utilizing architecturai copper. Please read attachment "Requirements for architecturai
Copper." A downloadable electronic file is available at:
http://v�nNw.flowstobay.orq/files/newdevelopment/flversfactsheets/Architecturalcopper
Please contact Kiley Kinnon, NPDES Stormwater Coordinator, for assistance at (650)
342-3727.
Reviewed by: KJK
Date: 03/17/15
Page 2 of 2
Page 2 of 2
Projec� Comments
Date:
To:
March 16, 2015
� Engineering Division
(650) 558-7230
o Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
o Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
From: Planning Staffi
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-214-220
Siaf+ Review: March 16, 2015
1. The building shall be equipped with an approved NFPA 13 Sprinkler System
throughout. Sprinkler drawings shall be submitted and approved by the Central
County Fire Department prior to installation. The system shall be electronically
monitored by an approved central receiving station.
2. The applicant shall ensure proper drainage in accordance with the City of
Burlingame Engineering Standards is available for the fire sprinkler main drain and
inspecior tzst on the building plumbing drawings. These items may drain directly to
landscape or in the sewer with an air gap.
3. The fire protection underground water line shall be submitt�d and approved by
the Burlingame Building Department prior to installation.
4. Minimum fire flow shall me�t requirements of California Fire Code Appendix B,
no less than 1,500 gallons per minut�. Contact Burlingame Engineering Dept.
5. The building shall be equipped �n�ith an approved Class I NFPA 14 Standpipe
System. The standpipz system shall be submitted and approved by the Central
County Fire Department prior to installation.
6. The fire sprinkler system and fire standpipe system will not ba approved by
th� Central County Fire Department until the fire prot�ction underground has be�n
submitt?d and approved by the Burlingame Building Department.
7. A manual and automatic fiire alarm system shall be installed throughout the
building.
8. Provide elevator recall for use by emergency respond�rs.
9. Elevator machine room(s) shall be constructed with the minimum fire rating as
the elevator hoistway, including all openings. Fire sprinkl?r coverage shall not be
provided in room. Do not install elevator shunt trip.
10. Evacuation signs required throughou� the building per CaliTornia Code of
Regulations, Title 19, §3.09.
11. Ground floor of Stair �1 shall be extended to th� exterior of the building with
an exit passagew�ay.
Reviewed by: Christine Reed
,�-� �
� �.-��t�,.
��
Date: 3-26-15
6
Project Comments
Date:
To:
From:
April 13, 2015
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
� Stormwater Division
(650J 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-214-220
Staff Review: April 13, 2015 — 2"d Submittal
No further comments.
All conditions of approval as stated in all previous reviews of the project will apply to this
project.
Reviewed by:
�ate: 5-14-2015
#. - -
� Project Comments
Date:
To:
From:
March 16, 2015
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
0 Fire Division
(650) 558-7600
� Stormwater Division
(650J 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-214-220 �
Staff Review: March 16, 2015
1) Plans submitted for any commercial project must be designed, wet-stamped, and
signed by a licensed architect. 1997 Uniform Administrative Code §302.2 and
§302.3.
2) On the plans specify that this project will comply with the 2013 California Building
Code, 2013 California Residential Code (where applicable), 2013 California
Mechanical Code, 2013 California Electrical Code, and 2013 California Plumbing
Code, including all amendments as adopted in Ordinance 1889. Note: If the
Planning Commission has not approved the project prior to 5:00 p.m. on
December 31, 2013 then this project must comply with the 2013 California
Building Codes.
3) Specify on the plans that this project will comply with the 2013 California Energy
Efficiency Standards.
Go to http://www.enerqy.ca.qov/title24/2013standards/ for publications and
details.
4) Provide two completed copies of the attached Mandatory Measures �vith the
submittal of your plans for Building Code compliance plan check. In addition,
replicate this completed document on the plans. Note: On the Checklist you must
provide a reference that indicates the page of the plans on which each Measure
can be found.
5) Place the following information on the first page of the plans:
"Construction Hours"
Weekdays: 7:00 a.m. — 7:00 p.m.
Saturdays: 9:00 a.m. — 6:00 p.m.
Sundays and Holidays: 10:00 a.m. — 6:00 p.m.
(See City of Burlingame Municipal Code, Section 13.04.100 for detaiis.)
Construction hours in the City Public right-of-way are limited to
weekdays and non-Cify Holidays between 8:00 a.m, and 5:00 p.m.
Note: Construction hours for work in the public right of way must now be
included on the plans.
6) On the first page of the plans specify the following: "Any hidden conditions that
require work to be performed beyond the scope of the building permit issued for
these plans may require further City approvals including review by the Planning
Commission." The building owner, project designer, and/or contractor must
submit a Revision to the City for any work not graphically illustrated on the Job
Copy of the plans prior to performing the work.
7) Anyone who is doing business in the City must have a current City of Burlingame
business license.
8) Provide a fully dimensioned site plan which shows the true property boundaries,
the location of all structures on the property, existing driveways, and on-site
parking.
9) Note: Any revisions to the plans approved by the Building Division must be
submitted to, and approved by, the Building Division prior to the implementation
of any work not specifically shown on the plans. Significant delays can occur if
changes made in the field, without City approval, necessitate further review by
City departments or the Planning Commission. Inspections cannot be scheduled
and will not be performed for work that is not shown on the Approved plans.
10)A new Certificate of Occupancy will be issued after the project has been
finaled. No occupancy of the building is to occur until a new Certificate of
Occupancy has been issued.
11)Provide a complete demolition plan that includes a leqend and indicates existing
walls and features to remain, existing walls and features to be demolished, and
new walls and features.
NOTE: A condition of this project approval is that the Demolition Permit will
not be issued and, and no work can begin (including the removal of �
building components), until a Building Permit has been issued for the
project. The property owner is responsible for assuring that no work is
authorized or performed.
12)When you submit your plans to the Building Division for plan review provide a
completed Supplemental Demolition Permit Application. NOTE: The Demolition
Permit will not be issued until a Building Permit is issued for the project.
13)Show the distances from all exterior walls to property lines or to assumed
property lines
14)Show the dimensions to adjacent structures.
15)Obtain a survey of the property lines.
16)The plans show that the side of this structure is less than three feet
from the property line. Revise the plans to show that there are no openings on
this side of the building and that gable end venting and attic ventilation will be
achieved through other means. 2013 CBC §705.8.1 and Table 705.8
17)The plans show that the structure is three feet from the property line. To comply
with the opening protection required in 2013 CBC, Table 705.8 the building face
must be more than three feet from the property line or the gable end venting
must be eliminated and attic ventilation must be achieved through other means.
18)On the plans specify that the roof eaves will not project within two feet of the
property line.
19)Provide details on the plans which show that all roof projections which project
beyond the point where fire-resistive construction would be required will be
constructed of one-hour fire-resistance-rated construction per 2013 CBC §705.2.
20)Indicate on the plans that exterior bearing walls less than five feet from the
property line will be built of one-hour fire-rated construction. (2013 CBC, Table
602)
21)On the plans show that all openings in exterior walls, both protected and
unprotected, will comply with 2013 CBC, Table 705.8. Provide a table or chart
that specifies 1) the openings allowed and; 2) the size and percentage of the
openings proposed.
22)Indicate on the plans that, at the time of Building Permit application, plans and
engineering will be submitted for shoring as required by 2013 CBC, Chapter 31
regarding the protection of adjacent property and as required by OSHA. On the
plans, indicate that the following will be addressed:
a. The �valls of the proposed basement shall be properly shored, prior to construction
activity. This eYcavation may need temporary shorin;. A competent contractor shall be
consulted for recommendations and design of shorin� scheme for the eYcavation. The
recommended desi� type of shoring shall be approved by the engineer of record or
soils en�ineer prior to usage.
b. All appropriate guidelines of OSHA shall be incorporated into the shoring desi� by
the contractor. `Vhere space permits, temporary construction slopes may be utilized in
lieu of shoring. Maximum allo�vable vertical cut for the subject project �vill be five (�)
feet. Beyond that horizontal benches of 5 feet �vide will be required. Temporary shores
shall not exceed 1 to 1(horizontal to vertical). In some areas due to high moisture
content /�vater table, flatter slopes will be required which will be recommended by the
soils en�ineer in the field.
c. If shorin� is required, specify on the plans the licensed desi� professional that has
sole responsibility to desi� and provide adequate shorin�, bracin�, form�vork, etc. as
required for the protection of life and property during construction of the building.
d. Shorin� and bracing shall remain in place until floors, roof, and wall sheathing have
been entirely constructed.
e. Shoring plans shall be �vet-stamped and signed by the en;ineer-of-record and
submitted to the city for revietiv prior to construction. If applicable, include surcharge
loads from adjacent structures that are �vithin the zone of influence (45 de�ee wed�e up
the slope from the base of the retainin� wall) and / or driveway surcharge loads.
23)Indicate on the plans that an OSHA permit will be obtained for the shoring* at the
excavation in the basement per CAL / OSHA requirements. See the Cal / OSHA
handbook at: http://wnvr�v.ca-osha.com/pdfpubs/osha userquide pdf
* Construction Safetv Orders : Chapter 4, Subchapter 4, Article 6, Section
1541.1.
24)Indicate on the plans that a Grading Permit, if required, will be obtained from the
Department of Public Works.
25)Provide guardrails at all landings. NOTE: All landings more than 30" in height at
any point are considered in calculating the allowable lot coverage. Consult the
Planning Department for detaiis if your project entails landings more than 30" in
height.
26)Provide handrails at all stairs where there are four or more risers. 2013 CBC
§1009.
27)Provide lighting at all exterior landings.
28)On your plans provide a table that includes the following:
a. Occupancy group for each area of the building
b. Type of construction �
c. Allowable area
d. Proposed area
e. Allowable height
f. Proposed height
g. Proposed fire separation distances
h. Exterior �vall and opening protection
i. Allowable
ii. Proposed
i. Indicate sprinklered or non-sprinklered
29)Acknowledge that, when plans are submitted for building code plan check, they
will include a complete underground plumbing plan including complete details for
the location of all required grease traps and city-required backwater prevention
devices.
30)Illustrate compliance with the minimum plumbing fixture requirements described
in the 2013 California Plumbing Code, Chapter 4, Table 422.1 Minimum
Plumbing Facilities and Table A- Occupant Load Factor.
31 In the commercial space shown on sheet A2.1 provide details that show a
minimum of one accessible Uni-sex restroom in the tenant space.
32)Provide details on the plans which show that the entire site complies with all
accessibility standards. NOTE: If full accessible compliance cannot be achieved
complete the attached Request for Unreasonable Hardship.
33)Specify on the plans the location of all required accessible signage. Include
references to separate sheets on the plans which provide details and graphically
illustrates the accessible signage requirements.
34)Specify the accessible path of travel from the pubfic right of way, through the
main entrance, to the area of alteration.
35)Specify an accessible path of travel from all required exits to the public right of
way.
36)Specify the path of travel from on-site parking, through the main entrance, to the
area of alteration
37)Specify a level landing, slope, and cross slope on each side of the door at all
required entrances and exits.
38)Specify accessible countertops where service counters are provided
39)Provide complete dimensioned details for accessible bathrooms
�
40)Provide complete, dimensioned details for accessible parking
41)Provide details on the plans which show that the building elevator complies with
all accessible standards. 2013 CBC §11 B-407.
42)On the first page of the plans clearly state that all paths of travel and common
use spaces will be accessible and all living units will be adaptable.
43)Please Note: Architects are advised to specify construction dimensions for
accessible features that are below the maximum and above the minimum
dimension required as construction tolerances generally do not apply to
accessible features. See the California Access Compliance Manual —
Interpretive Regulation 9 9B-8.
�� emove all references to the ADA (see the accessible parking on sheet A2.1) as
this project must comply with the 2015 CBC, Chapter 11 B not the ADA.
45)Provide an exit plan showing the paths of travel
46)Specify the total number of parking spaces on site.
47)Sewer connection fees must be paid prior to issuing the building permit.
NOTE: A written response to the items noted here and plans that specifically
address items 31 and 44 must be re-submitted before this project can move
forward for Planning Commission action. The written response must include
clear direction reqardina where the requested information can be found on the
Ip ans•
—� � �
Reviewe.d by. Date: 3-20-2015
G��,��� �`D �,G�� �S�OO ��G��C�9 )�J��
CIVIL ENGINEERING • LAND SURVEYING
May 7, 2015
City of Burlingame
Building Department
�O1 Primrose Road
Burlingame, CA. 94010
Re: 988 Howard Avenue, Burlingame, CA
APN: 029-214-220
To �Vhom It Mav Concern:
Per review comments prepared by various departments of the City of Burlingame, I respond as
follo�vs:
ENGINEERING DIVISION (comments bv Martin Ouan, dated 03-16-2015):
1. See enclosed Pre-Development Hydrology Map. It shows where the stormwater nznoff is
cunently directed. It is all sheet flow from the site and ultimately collected at the
northerly corner of the property on Myrtle. The connection of the esisting catch basin is
unlmown.
2. Per our discussion you �rould like us to submit a total fi�cture units calculations for the
proposed project to determine if a se�ver analysis report �vill be required. Please see
enclosed calculations.
3. I understand that there is no public pazking on Ho�rard Avenue. The proposed design �vill
have less drive�vay openings that «ill provide more public parking on hiyrtle Road and
East Lane.
4. The S-car stacker «ill be assigned for the commercial tenants.
5. This comment will be addressed by the architect.
6. The ramp profile is no�v sho«n on sheet C-1. The line of sight �r•hen esiring from the
ramp onto the side�tialk is now sho�vn on sheet C-1. The proposed planters on both sides
of the drive�vay are only 2 foot high and �vill not cause any obstruction to the line of
sight.
7. Sidewalk dimensions and planting area dimensions sunounding the property are no�v
shown on plan (sheet C-1).
8. See enclosed stormtivater table calculations ��7th the attached roof and treatment planters
plan.
9. This item �r711 be addressed by the architect.
STORiI�IWATER DIVISION (comments bv KJK. dated 03-16-2015):
1. Enclosed is the completed C.3 and C.6 Development Rerie�v Checklist.
If you have any questions please don't hesitate to call.
Sincerely, ,
• f /
VergeI P. Galu ✓
965 CENTER STREET • SAN CARLOS, CA 94070 •(650) 593-8580 • FAX (650) 593-8675
Project Comments
Date:
��
From:
March 16, 2015
�Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Commercial Design Review,
Conditional Use Permit for building height, and Setback and Parking
Variances for construction of a new 3-story commercial building with
a roof deck at 988 Howard Avenue, zoned MMU,
APN: 029-214-220
Staff Review: March 16, 2015
�f1.' J On the survey or site plan, please show where the stormwater runoff is currently being
`�� directed to. There is a CB on the survey and site plan but it does not show where it directs
the runoff.
�� A sewer analysis report will be required for the development and proposed connection on
�� Myrtle Road.
� Please be aware that there is currently no parking along Howard Avenue. With the proposed
design, there will be no room for public parking fronting the main entrance of the building.
� Will the 5-car stacker be designated for public use or be assigned parking spaces fo� the
i-- commercial or retail tenants?
'5. �' Verification of the number and size of the recycling/debris bins will be required by Recology.
�� � A letter from Recology will be sufficient stating the occupancy usage and ability to service the
building.
� Please provide a ramp profile. Please verify (and sho�v) that line of sight is sufficient when
exiting from the ramp onto the sidewalk with respect to the planter structures and proposed
street trees.
7�) Please dimension the sidewalk surrounding the property and include the typical dimensions of
�—� � the planting area in the right-of-way.
8.� Please provide a stormwater table showing the areas and totals for treatment. In addition,
- hatch the areas sho�ving which planters are treating which areas.
`9. �' Please show where the mailroom or mailboxes will be located.
Reviewed by: M. Quan Date: 4113/15
C.3 and C.6 Gevel�,cm?nt P,evie�v Check„ist
b^:orksh�ei E Notes:
�TlarksheFi t= yo!�s:
G-7 ProjecE Close-Out (for municipal staff use only):
i.1 Vlere fnal Condi;ions cf Approval m�t?
7.2 Was initial inspection af f�e compl�ted tre�t���enL;-I�A rneasu;�{s) conduc:ed?
(Date of ins�ection: 1
7.3 Was maintarance plan submitted?
(D2:e ex�cut�d: 1
7.4 bVas projsct infcrmation pra�rdzd to s,aff respersib!� for 08r.1 verifi;zticn inspec`.icns?
•(D2te provided to inspection staff: )
Yes No NA
O ❑
a ❑ ❑
❑ ❑ • ❑
� ❑' ❑
G-8 Project Close-Out (Continued -- for municipal stafF use only):
Nzma of staf�con5rmirg prej�ct is d�sed ou,:
Sign�'.ure: Da�e:
Name of 0$M stz�t receving in,`crm2ticn: �
Sign�ture: Date:
16
Frha( Dra" October3l, 2014
C. 3 ar,d C E Gevelopmen! Ra�iie.•r Ch�ck.list '
Worksheet G
(For municipal staff use only)
v
G-1 Alternative Certification: Wer2 the fre2fmcr,t 2nd.'or Ht.1 cortrul sizi:�g and dzsign revie•:/2d by a qu�lified ;hird-par�y
pro`essional tna: is not a r�ember cf tha proje�f tezm or a�enry st2F?
❑ Yes ❑ No Nama of Reviz�ver
G-2 High Priority Site: High Priority Sites c�n ir,ciude th;;se located i� or within 100 fe�t cf a sensitive habi;at, Area o; Spe�ia;
8�ologic2l Significanca (P,S5S}, tedy of �va,er, er cn si?�s wi;h si�pes (subj�ct to rncn��ly inspec;icns from Oct 1 to April
30.)
❑ Yes ❑ No If y�s, U`��n add site to Staff's tvtonthiy Rainy Seas�n CcnaG�uction Site Insp�ction Lis, .
Operations and Maintenance (O&M) Submittals
G•3 Siorrmv2terTreatment hleasure and;HM Cortrol O�.vner or Opera6�rs Infer�;�aticn:
Name: '
Address: 1
i.
Fhone: Email:
➢ Applicont must es!! forirspecfion and recsive ins��CJOR YJ;'thin 45 dayS Gf illSt�II3hOl1 OI tfzcffTlB�f �@3SCIfeS df]CIiOf
hydromcdificat;on managem�rt conlrcls. !
. i
Tr,e folloti��vng qves��ons appty to C.3 P,e�u;a`�d P��jecfs a�d Hydr�mod;ficat'cnMan?gene; �t Projecfs. �
Yes No N1A
G-3.1 Was mainter,ance plan submi �ed? ❑ ❑ ❑
. G-3.2 Was maint�nanca p!2n approvad? ❑ ❑ ❑ !
G-3.3 Was mair�t=r,znce agr�em�nt subniYad? (Date ex_cut�d: 1 ❑ ❑ ❑ !
- — ;
➢ A��ch the execu;ad m2in:anar,ce agreement as an sppendix fo fh;'s checkGs.`. •
G-4 Annual Operations and 1rlaintenance (0&61} Submit;afs (formunicipai s;aif usa onfy): �
For C.3 Reyula.ed Projects and Hydromodi6cation Management Prcjscfs, indreata the dafes on �rhich fhe Applicant �
submi�fed ar,nual reports forpr�j�cf 0&t.1: .
G-5 Comments (for municipal staff use only):
G-6 TJOTES (for municipal staff use only):
Secfion I Notes:
�Vo�Kshe�tA Not�s:
\Vorkshe�tB Nctas:
1+VorksheetC Nctes:
Worksh2zt D-1 Nctes:
LVOrkSheet D-2 NJteS. __
i 5 Fina! Draf� Ocfo�er 31, 20 i 4
C.3 and C.5 Cevel��rneri.?evie�r� Checklisf
F.2 LID Treatment Reducticn Credit Calculation
fl; more than one category appties, choose or,ly one oi fhs applicab!e cafegonas 2r� fi!! e��' the t261e fcr tnat cate3ory.)
Categor/ Irnpervious Area Site Project Densib�'Criteria Allovrable Applied
CreatedlReplaced Coverage Density or Credit Credit
(sq. ft) (%) FAR (%) (°/a)
� N.A. N.A 1Q0°/a
g Res Z 50 DU/ac orFAR>_ 2:1 50%
Res >_ 75 DU/ac or FAP, z 3:1 75%
Res >_ 1 �0 DU/ac or FAR >_ 4:1 1 DO%.
C Location credit (select one)Z': I I
VVithin Y. mile of t;ar,sit hub 50'/0
• Within Y miie of Gansithub 25%� '
. Within a planned PDA Z5% •�
Density credit (s�lectone): I •
R�s z 30 DU/ac c� FAR Z 2:1 . 10%
Re5 >_ 6Q �U/aC C; FAR Z 4:1 20%
� Res z 100 DU/acor FF,R >_ 6:t 3G%
Parking credit (salect one�:
5 10`io a!-gr2de sar�2�s p�rkingz� I 10% I
No sur`ace p2rking I 20°% .`
• TOTAL TOD CREDIT =
F.3 Narrative Discussion of the Feasibilityllnfeasibi(ity of 100% L1D Trea�-nent:
If project will implement less tha� 100% LID, pr�p2re a discussion of the `easibilityor in`easibility of 100% LID treatm�rt, as
described in Appendix K of tha C.3 Technicaf Guidance.
F.4 Select Certified P�on-LID Treatment PAeasures:
!f the project wiil includa non-LID trea�ent measures, select e t; eatm=_nt measurz certifi�d for "Basic Gereral Use Level
Designation (GULD) by the Washingt�n Sta;a Depar;ment of Ecclog�/s Technical Assassr;e�t Protocol — Ecology (TAP7.
Guidance is provided in Appendx K of ;he C.3 Technical Guidance (dovmiczd at �r,,n�r.fowstobay.ora�25
Zs To Gua!ify for E�z Icca:ion credit, at lerst �0',o c` th� pre;=�:'s s•,`.e must t� I�cat=_� vrittiin t1e ,� m'.le er'/_ mile radius oi 2n ezis`.ir.g or piar.ned
trars7 h::b, as d=_fined on pag=_ 1, f�o;nct= 2. A planred ?rar.sit hub is a sta;ion cn th=_ r.1TC's R�gi�nal Trens3 Expar,sbil Frogrem !;st, per MTCs
P.�solutioi 3434 (re�nsed Aprit 2�e), �ti�hich is a re�iona! prior'ty fu�ding pIa^ ior fi:tur= transi; �;a;icr,s in the San Frarasca 9ayA.r�a. To qaafiiy fer
the PDA Icrtbn c:edit, 100'/o ef Lhe project sit= mus; be focated v.;thin a PDA, zs de in�d en pag� 1, foctrok� 3.
ZS Th� at-5rada sur`ace parkirg mus: be t�ea:ed with LID treauTent measures.
�5 TAPE cer5f�tion is used in order to s�`isy Special Pro;ed'S f0�0(:L1� f2^yUl2;^ents in L`e hiRP.
�q FinafDraffCctcber3l, 2014
C.? ar,d C.6 �a�ieloomen, �ev.%a:v Ch�ck:.�ist
Worksheet F
Special Projects
Complete tnis wor',csheet for pr�jecfs that 2ppear to meet the defrnition cf 'Sp2crzl FrcjecY; par F�ovrsron C.3.e.ir c/ the iv;rnic;'pal
Regiona! Siorm�:�atar Permit (I!dRP). The for,n assisfs rn det�rmining w,hether a prq�act m�sts Special Project cnteria, and the
percentage of lo�a impact development (U�) treatment reduc6on credit. Specral Pr�j=cis lhat impf�m�ri less than i00;; UD
t;eatmer,t musf prov;�e a na;ra:`ive discussior, of the feasibility or infeasibility o; iCC% LlD tr�a6nsnt See Apaendix J of t/�� C.3
rech;,ica/Guidance Handbe�k (dov�nlcad aturnn:v.flow;fobai.orol formore infor,r,stion.
F.1 "Special ProjecY' Determination (Ch,ec'r, fne bcxes fo d�temine if fhe project meets any cf t,ye fol,ovii;,g czfegories.)
Soecial Proiect Catea�ry "A"
Dces th� project have ALL of ttie following ch��acteris`�cs?
❑ Located in a municipality's desig��ated c2ntral businass district, dovfr,lo:�m ccre area or dovrrtowr core zo;�ing dis„ict,
neighborhood business district or comparabl� pedestrian-orient=d comm�rc�! dis;rict, cr his,or;c preservation sit�
andlcr district2Q;
❑ Creates and/or replaces 0.5 acr�s or less of imparvious su� �a�z;
❑ Includ=s no surace parking, exce;,t icr incider�tal parking for em�rg��cyv��icie accsss, ADA accsss, 2nd passen5er
o; freig�t lo2ding zones;
❑ H2s at least 85'/a caverage of tne entire site by permarent structures. The remaini�g 1�'/o por�ion of the sitz may be
usad fcr safety access, parking s;ructur� enLances, t ash and r�cyciu�g service, utiii,� access, pedestran conne� ;or,s,
public uses, landscaping and starma�at�: treatrr�nt.
❑ i�o (confinu2) �
❑ Yes — Complata Sec6on F.2 belo�v
S�ecial Proi�ct Cateoorr °B"
� Does the preject have ALL of the following charact�ristics?
� -.
❑ Located in a municipaity's desi�na;ad central business district, dc�;+niovm ccra area or do�,vn,ovm core zoning dis,ric;,
- _ n2ighborhood businass district or camparabla pedestriar-oriented ccnrnerciai distr�t, or Fisfcric p;e;�rvation sita
; : and/or distric�';
❑ Creatas and/or replaces an area of impe�vious surace that is g� eater tn2n 0.5 acres, znd no mcre than 2.0 acres;
❑ Indudes no surface parking, except for incidentai p2; king for em�rg�ncy access, ADA access, 2nd passanger er
freight lo2ding zones;
� Nzs at least 85°/a covecage of ti�� entiro sita by perm2ne�t structures. The remaining 15°/a por�ion of the sit� may b�
used for safaty access, parking structure ent ances, trash and recycling s ervice, utiii,y access, pecestri2n cor.na� ions,
public uses, lands,.api�g and storm�.:�ater tre2tment;
❑ Minimum dansity of either 50 d�rrelling ur,its p�r acre (fcr rasidertial Frojec;s) or a rlcer Area P.aSo (FA,R) of 2:1 (for
commercial or mixed use proj�c;s)
❑ No (con5nue)
❑ Yes — Completa Section F-2 belo��v
S�ecial Proie�t Cateaory °C"
Does the project havz ALL of tie following characteristics?
❑ At least 50`/0 of the project area is K�ithi� 1!2 mile of a� existing or p!_;�n.d tr2ns:t hub2i or 140% vrithin a planned
Priority DevelopmentAtea�;
❑ The projsct is characterized as s non-au;o-relatsd usa�'; ard
� Ivtir,imum dersity of ei;her 25 dvref(inc uni,s per ac: e(for resider,fial Frojec;s) or a Flocr Area Rz6e (FAP,) of 2:1 (for
co�nmercial or mixed us� projacts)
❑ No (ccntinue)
❑ Yes — Cc�pleta Section F-2 belov�
�0 A�d buiit as p�r: of a n�nic,;.a;i:y s s,atad ocj_c:i;e to przserl�le�hanca a p�ae=_tria:�-erierte. typ= cf cr',:�� de;ign.
2t
'Transi� hub" is dzfinzd zs a ra ;, light ril� Cf COfi 1L'��i ('oil sta:icn, f� .r� t:r;nina!, or 6�5 GanS`�� station s�r�ed by thra� c: mcra �us rou:e;. (A
bus s:op with no supporting szrrices da:s nct qsa•.i��.)
� A°pi3nnad Priorih� Develcrnert Area" is an inEiii �evelopmert area tonaily d=_sig�;,ed bv tra Asscca,icn of Eay A;ea Gevern�z �Ys /
b1e!,-opcf;;an Transportation Cc�nis;icn's FOCUS rzgional planninq progra ;i.
23
Ca;egory C sp�ciricaily exclu�zs sta�d-alo�e su�ace par;cing lot�; �r dzzle: �5i;.s; au;o znd �uck r_r;ai ia�;;ties v:i;h oisit� sur`a;z st�rga; fast-
fcod r:s;aurants, ba�ks or phar,racies with d!ive-.� rough laaes; oas s;a:ions; car was`es; al� repair a-d sevice faciEi ;es; or othe; auta-reta;_d
projaci urr�lated to :hs carcz;,t of tra�sit or.ented devalc,nz ;�
13 Fi;,at Dra� October3 i, 2014
C. � 2rd C.6 D�v�,'cpr;,e^! ?e�i�eai Checklist
Worksheet E
Hydromodification Management
E_� Is the project a Hydromodification Management19 (Hi�t) P;oject?
E_1.1 is tna total impe^�'icus area increas�d over the pr�-project corditic�?
Q Yes. Cor„inus to E-1.2
❑ No. Tha cro�=ct is NOT re�uir�d to incorperzt� NM PAe�su�es.
Go to I:am E-1.4 and check'No."
E-1.2 Is the site lorted in an H��A Con.�ol Area p�r the HM Confrol Areas map (App�n�i�c H of ��? C.3 Tecnr,ical Guidance)?
❑ Yes. Continue to E-1.3
❑ No. Attach map, indiczting proj�ct I:^,C8tf0i1. Th2 Cf01�Ct IS NOT fcQUlfcd to incor�erz!e HM M=asures.
Skip to Item E-1.4 dnd check "No'
E-1.3 Has an engineer or qua'ified enrircrmental professonel daterrnined that rur�o ��:�m the project ficw.s or,ly throua;� a
hardened channel o� encios�d pipe along its entire length before emptying ir,to a w�terr�ay in the ex�Tpf 2Pc8�
❑ Yes. Attach rnap cf facility. Go to Item E-1.4 and ch�ck °Yes "
❑ No. At�ach mzp, indicating project locztion. Th� proi�ct is NOT reauir=d to incar+orat� H1�1 D�teasures.
Skip to It�m E-1.4 2nd check `No.'
E-1.4 Is the project a Hydromedification PJ2nagement Projecf?
❑ Y2s. The project is subject to HM requi�ements in Prcvision C.3.g ef t�^e F.�uniCip21 R�g�Onel Storr�r;at�r Permit.
❑ No. The p�oject is EXEM?T frcm H41 requirem=nts.
D If the project is subj�ct to the Ni�1 r=quiremen:s, incorporats in the prejectflo�r� dura;ion co�troi measures desig�ed
such that pos,-project discha�e rates and durztier,s match prz-project discharge rates and durz`.�o^s.
> The Bay �rea Hydrology htodel (6AHPr� has been developed to he!p size flow dura'.ion controls. See
vr,wv.bavareahvdroloavmod�!.ora. Guidance is provid�d in Chapter 7 of Gtia C.3 Technical Guidanc2.
E.2 Incorporate Hh1 Controts (if required)
Are the appficabie i,ems provic'ed with the Plans?
Yes No NA
� ❑ ❑ `Sit� pians with pr2- and post-proje :t impervious sur`ac� aryas, surface flov� direc'�ions of
Ie;�5r2 si�e, loca6ons of flow duratior controls a�d si:� design mersures per HM site
design require;nent
❑ � � Soi!s report or cthe; site-specific document sho:ving soil type(s) on site
� � � If project usas tha Bay P.rea Hydrology Modal (BAH�A}, a 4ist of model inputs and outputs.
� 0 ❑ I; proj2ct as=s custom medeling, z summa,y of the noCe!ing calcu[atior,s wi;h
coresponding graph shovring curve matching (exis9ng, post-projsct, and pest-preject
with H"+1 con;rois curves), goodness of fit, 2nd (allor;ahl?) Icw 8ow rate.
� ❑ ❑ Is projed us�s the Impractic2bility Frovisicn, a I?s:in� of ail applirzble ces's and a briaf
descrip6cn of the altemative H1�1 rroje� (�ame, lacz;icn, d�te o` start up, er'ity
responsible f�r mainierance}.
� ❑ � I if Ghe project us=s altematires to E�a default EAHti4 ap�roaci or se�tings, a v:nr,en
descripfion and rztionale.
13
Hydremodifica:ion is G�e c`�ang? ir a s�t�'s runeY hy�royrzph, inclu�ir,g increases in rows and durations Ltia: resuPs vrhen land is d�ve!op2�
(rrade mcra irr,pen�ious]. Tr:e e"ects of hy�rem�di`ca'ion ircluc=, bu; an no`. (i�ited to, inaeased bed a^d ban!c ercsion ef r=ce�rir,, st;eaTs,
icss o`habifat, i�creased se�'im� �t tra^spor: an�or depo=_i',ion, a�d incrased `codir.y. Nydrorradifca;icn cor,;;ol meas+:r:s are dzsiyred to
re�u�e thes� eYeGs. 12 Final Dr" Oc:�b�r31, 201;
C. 3 �r,d C.6 Cevelopment P.evie�i Check.list
D-2.9 Results of Feasibility Determination Inf?asibl� Fe�sible
a Based on the results cf the feasibili�y anzly;,is in It�ms 7.5, 7.6 and Section D-2.�, rainr✓?ter � �
�arresting/use is (check one):
-� �f "FEA5IBLE"is indica`�d forlt�m D-2.9.a the a„�c_�nF ofs,ornwaterrequir,'ng fraafinent n, ust te freated v�ith har�esfinc/use, urless
it is i� iltrafed into the soil.
-� If "1,`1FcASlBLE" is check�d for It�m G-2.9.a, t'r,en L�e applicanf may use approprrately dasigr,sd biorefeniion' facitities ('se�
der7nifions in Glossary - At�achmenf 1) for complianca wifh C.3 treahn�nt r�quiramen;s. ff Ks2f > 1.6 rnJhr., snd inflfration is
unimpeded by su6sur�zce condifions, then fhe biore!enSon iacilifies ars przdicfed fo infilt�!s 80% ormcra a ierage annua! runcfi. l;
Ksat < 1.6, maximize lnfiltrafion of storrr��iafer by using biorefant�on if site condi6ons allcr , and remaining runoff wi/f be drscharged fo
storm drains via facili!y underd��air,s. If s,'ts condi,ions pre�lude in`rlfra5on, a lined biorrten5on area or flow-fhrough plantermay be
used.
� � Fina! Dra4 Ocfeber 31, 2014
C.3 and C.c" D=_�ielopmen! Rsviefi Chec'r,lis:
7.i
ProjacYs dwelling �r.its per a�ra of po!�nfiel r2inN�?te� c2pture area (Divic'e th2 n;:Fber in 4.1 by
the number in 6.2).
dw=L';ng
uni;s/acre
7.2
Ncts: formul�s in ltems 7.1 and 7.2 are se! up, re>p=c6v�!y, for a resi;=ntiai or a nen-n_ sid?rfia/ p�fect. Do
r.ot uss th<se pre-set for,^ul�s f rrn:zed us� pm,j>� a. Formixed use projects ; e�a!uat� G`� tes.�e�tiz!
toi;e: B�shing demznd bas�don t5s dsvelling urils p=r acn �r fFe rasiden6al per�;on ef tf;e;reject (use a
prorzted acre�ge, b2s=d cn !he p=rcerfage ot fr,e preject dedrea'ed to residantia! us=). Th,e.T evalua!= t`e
ccmmer'ial toi/et 1lushrrg d=_mand ps� acrz tor tne commer�ial pot;on c; ih< p%ect (use a Frorat� acra,e,
bas=d on the pe�zenta�=_ oft`e projec!dedicet�d:o ccmrrercial useJ.
Refar to the applicable count�r�ida tzbie in �ttachment 2. (d2r�ti�/ the number cf d�,veiling units
� 3 per irnparvious acre need�d in your Rain Gauge F,r2a to prov;de the tailet fiushirgdacna�d
requi%d fcr r�in:vater harv�st feasibifi;y.
Refer to tne app!icabls county�.�.Rde tzbl� in Attachment 2. IdentiF� t�e square fa�t�` ren-
�� rasidential irterior floor a:2a per impervious acra need�d in your P.ain Gauge F+rea to provid� th=
toilet flushing demand required for raimvatar ha:vest feasibilic�.
Non-r2sidential interior flo�r araa per 2cr� ef pot2r�tial r2ir cari::r� 2r�a (Di��ida th° ruT�ber in 4.2
by the number in 6.2j.
Irt. ncn-
res. fo�r
� O D � areaJ=_cre
dwelling
� 3 D D ti ur,its/acr
int. non-
res. floor
area/acra
Check "Yes" or'IVo" fo indicafe whefherthe following cond;G'or,s apply. If'Yes"is checked f�ran/ ques�on, tf;en rain�iatsrha:ves��ng and
use is infeasible. As soon as you answer "Yes ; you can skip fo ltem D-2.9. If No" is chec'r,�d for al! ifems, fhen rainwaterharves6rg and
use is feas;ble and yov must hsrvest and use the C.3.d amount of sto�nwa`er, unless you iafi,�La:`e the C.3.d amounf of sformwater•.
7.5
7.6
Is the prejecYs nunber ef dwe!I:ng units per acre of potential rai^vra`er capture ar:� (list9`� I(1 I;zm
7.1) LESS than the number id�nti5ad in Item 7.3?
❑ �
❑ Ycs
�/Yes ❑ t�
pl
❑ �
❑ Y�
❑ �
❑ Yes
Is th? prejecf's sq42ra fao;zge o` nQn-residert;al interior �ocr araa p2r acre of poun6al rainwatar
capture area (listed in Itam 7.2) LESS thzn the number idanti5ed in It�m 7.4?
D•2.8 Detennine f�asibility of raimvater harvesting and �s2 based on factors other tt;an demand.
$�� Does the requiremert for rairnva:er harvesfin� a�d use a! the project cor,�tict withiocel, stat=_, er
federal ordinances or building codes?
Would the t�chnicai requirements c2use the harves;ing syst:-� to ex�esd 2'/o ef Ihe Tota! Project
CosY, er h2s th? applicant documented economic hardship ir� re!ation to maintzr.ance costs? (If so,
8.2 2ttau� a� expiana5on.)
8.? Do constraints, such as a sfop2 above 10% cr lack of availabi� spac� at tne sit�, make if infeas�el=
to lo�'.e on the site a cist�rn of adequat? size to harvest �nd use tha C.3.d amoentoitiv2ter? (If so,
atta;h an expfan2�on.)
g.q r",re there g�o!ecFnical/stability concems rlated to the sur�ace (roof or cround) where a cistem
would be Iccated that ma<e the use of rair.water haNest;ng infeasibfe? (If so, a°aGh a�
• explanation.)
8.5 Does ttie loc2tion of u'.iii;i�s, a s2p5c system 2rdlor Heritage Trees` limit t`�e placement ef a cist�m
on the site to the exter,! th2t rzin�.+2ter ha:vesting is in`�asibla? (If so, att�ch an explaration.)
❑ Y� p r�
❑ Yes ❑ FiQ
❑ Y� ❑ �-so
Nof=: It is assumed fhaf prc,ieCfS LL;'t.h sig ,ificar,t a,�ounts cf lands�apir,g �vill eit,^arfrzat r�r,cfr ti;itn 12ndscape dispe��a! (s�!f-tr�afrr,g and
self-refaining areas) or�vill e:�alua:`e ths feasibil.�hj of har✓esfing ard using �2ir,wafer forirr:a6on using the curves in Appendix F of fhe LID
Feasibiiity Reporf. ,
`- See definitions in Glossary (Attachment 1)
10 Finst Draff Octcber3l, 2014
C.3 anc C.6 De�;elcp,^��ntP,c:ia,iChecklist
➢
➢
❑ d. Indus!rial Proj�cl
i. Estim2ted damand �cr nor.-potable vrat�r (gallons'day):
ii. Is the 2mcun: ir (ij LESS than 2,500?
❑ e. tvlir.ed-Us� Residential/Cornmercial Project13
i. Number of resid�ntial d:vel(ing ur,its �nd comm�rciai floor
2rea:
ii. Percentage of totai irt>rior pesi-projzct floor ar�a se;ving
each zctivity:
iii. Prorat=d POf�nfia-I tt2i��•�2:er Capture F,rea p=r activity
(mul6ply amount in D-2.1.c by the p�rcentaaes in [i]):
iv Prorat�d proj:ct dernand per impervious area (divide the
GaI./G2y
❑ Yes ❑ No
Pesid?nti�; Co,;,mercial
Units
Sq.P�
%
Acres
56
P,cres
a�nounts in [7 by the �mounts in (ii]): Dulac Sq.f��ac
v. fs L�e ar�ount in (iv) in th2 residential cofur,�n less th�n 12;, �,"iD is G`�a amour;
in t��e cc���mercial celumn less than 84,G00? ❑ Yes ❑ No
If you checked "Yes" for th,e abo�ie quesfion for the applicab(e projecf Fjpe, rair,tirafer harvesting forindooruss is
considerod infeasibls (or thai 6uildino. !f there is oniy one building on the sie you are dor,e with this wor'�csheef. lf thera
is more than one building on the site, for each fhaf has an individua! rvof a,�a of 10,000 sq. it. ormore, complete
Sec6cns D-2.2 and D-2.3 of tF,is form for each building, Con6nue fo D-2.4 if a'!Vo' is checksd for any building.
!f you checked "No' for the quesiion applicable to the fype of projecf, 2in,v2tarhar�ssfing forindoarvse may be
feas;bfe. Contirue to D-2.4:
D-2.4 Project Infortnation -
•- S2e definitions in Glossary (Aftachment 1)
4,1 ProjadType: G�'"��"�F��� If residential o; mixed use, entern cf dw:llir� uni;s:
4.2 �nter square footage of �on-rasidential int�rior floor area:
4.3 Total area being ev�i�a;ed (enGra project or individual roof with an area > 10,OC+J sG.f.):
4.4 if it is a Speciat ProJect�, indiccte the p2rczntage of LiD treatment• reduction
(lfem 4.4 appfres only fo ent%re pr�jecf evaluaScns, nof individual r�of area evalca5cns.J
4.5 Total area being evalurted, adjusted for Special Project LID tre�tmenf reduction credii:
(7his is fhe total area being evalua,ed fhaf raquir2s LID traa�fienf.J
�5�--�_sq.ft.
�v3E 56�
/S 3sv_sq.�.
, percent
D-2.5 Calculate Area of Self-Treating Anas, Self-Retaining Areas, and Areas ConEributing to Seff-Retaining Areas.
5,� Enter square footage of ary self-treating areas' in th� area that is being evzluat:d: %�-¢� sq.ft.
5.2
5.3
5.4
Entar squarz footage of sny sett-retatning areas• in ttie ar�a that is being ev�luated:
Enter Gtie square footage o� 2reas contributing runoff to se!F=-etaining area•:
TOTAL of Items 5.1, 52, 2nd 5.3:
sq.ft.
sq.Y
� �'�� sq.ft.
D-2.6 Subt� act credit for self-treatinglself-retaining areas from area requiring trzat�ent.
6 � Subtract the TOTAL in ltem 5.4 from the area b�ing eralurtad (lt�m 4.5). 7hisis tie potentia► � ft
rafnwater capture area'. � 3 g �� s
6.2 Convart the poten„al raimvat�� ca�ture area (i;e� 6.1) from square fae! to z�re;. p•�j / 2=��5
D-2.7 Determine feasibility of us2 for toilet flushing bas2d on demand
13 For a mixed-us� project involvirg sr.ivitizs otiar than residantial and cemmer�ial a� ivities, fo;:�w th: s;=ps for res;dar;i�YccmT;e;cial
nixed-use prcje�ts. Prorta the Poter.ial Raimva,er Captura Arza for ea�h a:;ivsty baszd en�he parcen:ay^e of the proj=�, ser✓iny each
a�iv��y.
9 Frnal Drff Qcfo��r31, 20; 4
G.3 ard C.5 Cevcloame,^t R.e��iew CF,eck.lrs;
Worksheet D-2
Feasibility of Raimvaier Harvesting and Use
p_2.� Potentia) Rainwater Capfure Area
2. Enter the tc;al square footage cf imper��ious su�ace for this sit2 fron Tzble I.B.t
(To;al Craat=d snd R�pia�..ed Imper✓icus Surace (rom 1.8.1.fl
�
c.
li the existing im;.evious su�ac2 to be �cpl2Ced (totef from Cclumrt I.B.1.c i� TabIF l.8.1)
is 50`/0 or mor� of the pre-proj�ct impervious surfz�� {tofal from Colurr�n I.B.1.a in Table
1.6.1), Cnen e�,t�r th� post-pro;�ct impervious surface (total frem Cclumn IB.1.e in Ta�le
1.8.1) i� D-2.1.b. If not, en:er zerc in D-2.1.b.
Convert the 12rger of ihe a:nourts in iter�s D-2.1.a and D-2.1.b from square °�et io a�res
(divide by 43,500}.
This is the projecYs Pot��itial R2invva`.2r Capture A.re2, in acras.
� D S 'Sq. "r�.
� Sq. ft. �
!� _ 2 P.cras
i
D - d �o Acres
�
Q - % 7 Acres -
p_2.2 Feasibility cf Landscape Irrigation:
a. Enter area of post-project o�s�fe landscaping (see Co!umn I.B.1.e in Table 1.6.1)
b. Nul;iply tha Pot�rGal Rain�va;er C2ptura P.rea abov? (D-2.1.c) by tirnes 3.2.
c. Is the amount in D-2.2.a (onsit� landsc2ping) LESS than the 2m�unf in D-22.b (G�e product
of 32 times fhe s;ze of tha Potential Rairnr�2`.er Capture Area)''?
➢ If Yes, continue fo D-2.3.
➢ If No, Ghere are fwo options:
' 1. /f may be possible to meet the tre=fm�nt r-_qui�men:s 6y d��ec5ng rJnoff
from imper✓ious sreas fo sel,`-r�taining arzas (see Sec!ror, 4.3 ofth� C.3
Technical GuidanceJ.
2. !, may be possible use the C.3.d smountofruna�forirriga6on. Referto Ta51�
11 and the curves in Appe,�da F of the LID Fe2si5ili'ry Reper� to eva!uafe
feasrbilify of harves6ng and using the C.3.d amount ofrt.�noff ferirrig�6on.
Comp(eie the caiculations and atfach to fhis worksheet !f feasrbl. fhsf
compl=tes Workshe�t D-2 and you r;�ay mcve on to V'1or',csheef D-3.
� Yes ❑ Pio
D-2.3 Feasibility Indoor Non-Potable Uses: (check fne 6ox for th2 applic2bl� proj�cf ty,oe, fr,en fi?f in t';s requ2sfed
irt,`ormarcn a�d answ�rG'�e ques6on):'�
❑ a. P,esidential Project
i. Number of dweliing units (totai pcst-preject):
Units
ii. Divida the amourt in () by PotenJal Rainwat�r Capture Are3 (D-2.1.c):
Dulac
ni. Is th� amount in (i� LESS than 124?
❑ Yes ❑ No
❑ b Commerci�l Project
' O
i. Floor arza (tctal int=rior pest-prcject squa; e footage): v3, S 6 Sq.ft.
� ) Y 8 (, Sq.ft.lac
n. Divide-��e 2mount in i b Pctent;zf Rainwa`er Captura A;ea (t7-2.'1.c): %,T 7
iii. Is the amount in (ii) LESS than E4,000?
❑ Yes � No
❑ �, gcnool ?rcject
i. Fleor 2rea (total in:�rior post-Froj�ct sq�are footace):
Sq. �
ii. Divide the amount in (i) by Fo'.entiaf Rzi; �wa:�r Cepture Area (�-2.1.c):
Sq.ft.lac
iii. ls the a�curt i� (ii) LE�S thzn 27,00^v?
❑ Yes ❑ P�o
;; � r ' e h1=_r,agerzn: At=a LO Iffl"y3:9 V��ih ha�vest�d rzi�water via �ra4�� f!o�v.
Lands� pe �rzas mus: b� conticuous ar.d wi.iin ,he sama Dra:nag
�� Rairnti'at>r harves,eC for i��eor us2 is typicaily us.d f�r tcil�Juriral �ushi�g, ind::strizl precess�s, o: o�5er n Fin21 a��SOciober3l, 2014
C_3 and C.6 uevelopmenf Revi��,i CheckJ,'st •
Worksheet D-1
Feasibility of Infiltration
D-1.0 Infiitration Potential. 3ased on sit�-specific soii rzpoRt4, do site soils ei;`er:
a. Hav� z satur2ted hydraulic ccnductivi,�+ (Kszt) iess t�,an 1.6 inc� �s/'nou�), GR, if tna Ksat
ratz is not a•dailzble:
b. Consist o� Type C or D soils?
> Ji Yes, ir,ilfra6on is r,ot feasible — skip to D-1.9 b�lov✓.
➢!f N�, complaf� fhe !nfiltration FeasibiliF� check;isf bF(oMr.
Evaluate infiltration fzasibility:
�-� •� VVould iafi�,ra`uon facilities'' at this sits confiict with tne Iccation of exis;iny cr proposeC
und2rground utiiiti=s or e�sements, or wou(d the siting of inf;lfrz;io� fa..i!i6�s at this site resuli
in th�ir placement on top of urderground u`ili6es, oc otnennise orier;ed te ��ndercrourd
utilfties, sucfi that they vrould discharga to G`�e utifity trench, restrict access, or causa s;abilit�r
corcems? (If yes, attach evidence documenting this condi6on.)
D-1.2 �s thera a documented concern that there is a petential on the sife for sci; or ground�:�af�r
po[lutants to be mobii'¢ed? (if yes, attach docu;nentatien of mobilization cc�cerrs.)
D-1.3 �`�z g�otechnical hazards preser�t, such as s;e�p slo�es, arz2s �vith Izndslide pe;en;i21, scils
subject to liquefaction, or would an innitration fa�ility J ne�d to be built less than 10 feet from
a build;ng foundation or other i�provernen.s subjeC� to und2rminin� by ssturat�d soils? (If
yes, attach document36on of geotechnical haza;d.)
D-1.4 Da local watzr district or ot�er ag�ncy's pclicies or guidalines regarding the loca5ons where
in il;ration may occur, tha separation from seasonal high Q�rour�d�Nater, ors.tb2cks from
po;ential sources of pollufion, prev�nt in6;;ration devices' frcn being imFlernentad at this
sita? (If yes, a:ta:,h evidence documen`�ing this ccndition.)
D-1.5 �vou!d construc6on of an infii;ra5cn device10 requi; e that it be loc2t�d less G�an 100 fe�t
awayfrom a septictank, undergrcund slor2g�tank�vi;n ha�ardous mat:r,als, orother
potantial und�rground source cf pcliution? (If yes, attach evidence documeriing this ciaim.)
D-1.6 ls there a seasonal high groundwafer tab(e or mounded groundwatar that ��rould be w;fhin 10
feet of the base of an ir�filJaSon device�" ccnstructed or� tns site7 (if yes, attach
documentation of high 5roundwG �r.)
D-1.7 Are there land uses that pes� a high threa: to v;aEer qual ; f— inciuding h;;t net limi:ed tc
indus,ral and light i�dus`�rial aciiviGes, high vehicufar t� afic (i.e., 25,OQo cr gnat�r a•iera5e
daily tra�ic on a main rcadway or 15,000 or more averaga daily t��f5c an �:,y int�rsacting
rcadway), a��torr,otive repair shops, car washes, fl��t stcrag� 2�eas, or nur eries? (If yes,
attach evidenc2 documenting this claim.)
�-� •8 Is there a groundwater produc6on we!1 vrithin 100 f2�f of �he location whe; z an infiitra5cn
device10 would be cons`s�ct�d? Qf yes, attach map s`�ovring the well.)
Results of Feasibility Determination
D-1.9 �nflUation is Infaasible7
(If any answer to Gues;icns D-1.1 t�ru D-1.8 is'Yes" tt��en Inn!�2tion is L�;easible.)
Cent:nue to Workshe�t D-2.
innitration is Feasible?
Do not fill out workshe�t D-2.
Contnue to U'Jcrksheet D-3.
Yes No
� �
� �
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
� �
❑ ❑
�'� ff no site-spe�ric seil repor; is ava?ia�le, refzr to soil hyd:aeiic conductivity maps ir C.3 Tecar�cal G�.idare Appendix I.
ts Fcr mcre informa!ior on infilt;a:ion faal�;ies and deviczs, sez Appe�dix E of the S�ACVV;%Pp C3TG Haod�oek
7 Final Dra� Ocfober3l, 2014
C.3 2n� C.6 Deve!epmer„ F,evi� �: Cne�k.Lst
Worksheet D
C3 Regulated Project - Stormtivater Treatment Measures
Cnack a(1 applicable boxes and irdica!e tf,e fr�afm?rt m�as;:re(s) included in .he prcject.
Yes
❑
Arach U`!cr<sheet F
a�d Calcula':iors
Is the p�oject a Special Project?"
If yes, consult v;i;h municipal sta` a�out th? need to ev2.uat� t�e f�asibi?ity and in`easibiiit� o` 1�G% LID
traa�Tent. Indica•`.e the typ� of rcn-LID traatrnenf to be used, the h fdrzuiic s;zing m�Lhod' , and
percentage of the amount of runo�f specin?d in Provision C.3.d C�2f is tr=2t�d:
(For tne % not treated by non-LID measures, continu= u�65 Workshe�i D-1)
% of C.3.d amount
Ncn-LID Treatment Measures: Hvdraulic sirna me�hod12 of runof treated
❑ rY��d;� tit�r ' ❑2.a ❑Z.b ❑2.� _°ia
❑ Trze well filtz� ❑2.a . ❑2.b ❑2,c
���
-� It is feasible to tre�t the C.3.d amount o� runc�f usi�g infiitra5on?
Attach Worksheet D-1 Indi:.�te the infi(trztion mersurzs to be used, and hydra�fc sizing method:
and Calculations Infiltr2!ion Me2suras Nvdraulic sizino rreticd�Z
❑ 6ioinfiltration'3 ❑1.a ❑1.b ❑2.c�3
❑ I��iltration trencn ❑1.a ❑1.b
� o�,p��SPe��y>: /NF/�T/L�rT�a�.1 Tf,�zou�{ ��.�,�r�/� � D x
❑
Attach Plans sho�r�ing
system, connecticn to
Recycfed Water Line
and/or Connection
Approval Le:terf�om
Sanitary District
❑
Attach workshe=! D-2
and Calcutations
Is the project ir,s`.alling ar�d using a recyc(ed vrater plumbing sys�er:1 for non-pofable wa;er us= and the
inst�l;ation of 2 second non-potable w2;�r system for harv�sted rirnv2`e; is imprac`�cal, 2nd cer.sidered
infe2sible due fo ccst considera;ions? If yes, check the box beiow and skip znead fo tivorksheet D-3
(Ther2 is no need for `ur'�h�r ev2luation of Ra'rnva`er h2rvestingl�se.)
Recvcled Wat�r F�1:asure:
❑ P.ecy�led W2t�r System f�r non-potabie �vster use vr'il b� installed and �sed.
It is feasible to treat the C.3.d 2mcunt of runo`� using ra;n�rra�er harv�sti�g/use?
Rainwater Harvestina/Use Me2sures: Hvdraulic siz;na meffiodtZ
❑ Rarnw�ter Harvestirg fcr indoor non-pctable vrater ase ❑t.a ❑1.b
❑ Rair.water Harvesting `or landsc2pe irri�ati�n cse �l.a ❑1.b
❑ _
At�ach
VVorksheets D-1 and
D-2 and Calc.�:la,ions
If is infeasible to tre�t t�e C.3.d amount of runo`i �sing eiLier i�nitration or rainwat=r harvas6rglusa?
Indicata the biotre2tment measures to be used, and the hydr2u!ic sizing r�e;hcd:
Biotreatmant IWe2sures
❑ 6ioretenticn aea
❑ Flow-through planter
❑ 0�'�er (sp2cify):
Hvdraulic sizino method�Z
❑2.c ❑3
❑2.c ❑3
q copy oF thj long ferm Op�ratior:s and Mair,terance (0&'�1) Agreement and Flan for this prej�ct wi(I be requi;ed. P(e2se
cortact the NPDES Repres�ntative of the appiicable mur.icipa!ity for an ag: e�me�t t�rnpl�te and censuft tne C.3 Tachrical
Guid2nce at �^.^.wv.�iowstobzv.orq for mainte��2rce plan ternpla:es for specfic iacilitf h,rpes.
�t •F 't '�d dev=_!epm>rts wi:h th� crteria define3 in ?rovisicr C.3.e.ii.(2)� (3) �r i4)
Special Prcjects are s"iad aro�:'.h, hiy�: d=_ns�:�, er trar.s� -oree;..
(s.._ V'lcricshe�: F).
12 � •
�r,dicat� v:hich of the folio�.ving Prciisior C.3.d.i hydrau',ic s.ang m=_E,yods w=_re u=_=d. V:6;r,e bas=_d accroaches; 1(a) Urban P.uroY
Quafity tilanayemen! approach, cr t(b) 8u^% capturz approa�h (recommende� vofure �asz: c�rfC2ChJ. Flew-based aco�nach=s� 2(a)1C'/o
o; 50-year pe�k flow approach, 2(�) 2 Gn�s the 25" percer,612 rainfall ir.ter.sity approa�h, et2(c) 0.2-i�c�-pe,--heur inter.s'ry zpprozch
(recommended floW-b350'� a�proach). Conbination flow and v�tume-based eooroacn: 3.
13 Sae Sedion 6.1 cf the C.3 i ectni:al Guidance `cr conditiar.s ir �vhich biorz'.=nticn �reas previde tieir`I',rtion.
6 Final Dr i Oc�ober3i, 2014
G. 3 and C.6 Dev2lopment Revie��r C6ecklist
Worksheet C
Low Impact Development — Sife Design Measures
Se(ect Appropria.e Sita Design PAeasures (P,aquir2d for C.3 R�gulafed Prcj2cts; a/i ot�er projecfs 2� encoura�ed t�
implement sife design maasures, v�; ich may be rzquired at mur,i�ipa(�ty discretion.) Projects thst create and/orreplace 2,5GG—
10,000 sq.ff. ofir,�pervious surface, a;,d stand-alone singl2 family ho��es thaf create/rzplace 2,500sq.f�. o�more ofimper�ious
surface, must include one of Site Design hfeasures a through f(Provision C.3.i requiremenis)." L�rger projects must 2!so
fnclude applicable Site Design Measures g through i. Consuff with mur,icipal staff a6c�d requirements for ycur pro,'ect.
Select appropriate site design measures and IdanEify the Plan Sheet whe;e t'�es2 elements are shawn.
Yes Plan Sh�et NumbFr
❑, a Direct r�of ruron into cis;ems or.rain barris 2nd use raim•ra.e,- for icrigztion or_ .
I other non-potable usz.
:�' .0 , � . � " b. Di;ect roof runoff onto vegetat�d 2rzas. � '
.. - : . � ; . . . . . ... .. .
.. .. .
. �... � _
� .
.
- c. Directn.mo�rfr�msidzwalks,walkrrays,an.dlorpatios.ento.v.egetate�,�,ea�.;::- -..
�l ..� . . .. . .. .
� � d. -Dired runo`f from driveways and/or.�nccv�r�d psrking lots ento vege�;ed are2s. .
..�.;�. . -
I.. . _ � . - • . . -
•• - e. :Cons,ruct si�ewziks,_y+2ikw�ys, and,'or pzticsvrith pe.rvious �r.pe,m��ble;;�:.`:: :� °�`.
`.� � C—, f : . �, L'2 :` l . surfaces. . � . • . .
__�� �� f. ,: ConsUuct bikz la�cs, driy���rays, and/cr cnpvered parking lot� �vith pervi�us.. `;: :.`
'� - ' : surfaces. �. .. . . . • - � .
g. Limit dis;u; bance of na:ural wa��r bodi�s ar,d drainag� systems; minimize
� compaction of highly pnf�TlB2vle soils; protect slopes and channefs; and minimize
impa� s irom stormwa!er a�d urban r�nc� cn the biologic�l intzgrify of natural
drzinage systems and vr�ter bcdies;
❑ � h. Conserve natural areas, inclucing existir�� Uees, otnerveg�ta;ion and soils.
� C—� � G 2,� i. Minimiz� impervious suraces. �
Rag�lated ProJects can also consider the following site design measures to raduce trzatm2nt systam sizing:
Yes Flan She�t Number
� G—� � ��, �� j. S�If-treating �rea (see Section 4.2 ef the C.3 Techniczl Guidance)
❑ ( k. Sel�-re:2ir�ing area (se� Sectien 4.3 of tt:e C.3 Technic2l Guidance)
❑ I. Plaat or preserve inte:cept:,r tres (Se��on 4.1, C.3 Technical Guidan: e)
1J Sez htR? Prcvision C.3.a.i.(o) for no�-C.3 Re:ula;�d FrcjeGs, C.3.c.i.(Z)(a) for P.=g:lated Prejec:s, C.3.i (er projects G`a,crzatJrrla�
2,�OQ ,0 10,GQ0 sq.f;. of ur.pervicus suda:.e and stan�•alone si�_le famity homes that crea;�+;e?lace 2,�CC s:,.ft_ or mcre o` irpervious sur�e�,
5 Fir,a! Draft Ocfo6sr31, 2014
V.+ �7U C.J JE'J����III?.7t7�.'�.VI�S�J riil?Cn�7S(
Worksheet B
C3 - Source Controls
Select appropriate seurce controls ard identiFjr the detaillpian sheet�vhere these e(ements are shown.
D�tai1/Pian Features that require Source Control �Aeasures I
Yes She�t PJo. source control measures R�fer :o Local 5aurc� Control List tcr detailed r� uirements
� G� P�Rtils Storm Drain ti12�;<cn-site inlets with tne words'No Dumping! Flovr to Bzy" cr eGuivai=nt.
C� I �� � Floor Drains Pl�mb int�rior floor drains to sa�i;�r/ sew�rs [or prchihitJ.
(� �/ I Parking garage Plu„ib interior pzrking gzrage floa draias to sanitay se�.���r.e
� Landscaping • Re!ain existing vegetafion as praC�cabfe.
� � • Select divere species appropr'ate to the site. Indude piar�ts thGt are pest-
and/or oisease-resistant, dreuyht tolerant, andior attract b=_nefici�l irseds.
• P,linimize use of pesticides andquick-releasz fE�`uliz�rs.
■ Uss e�aent irriaaEior, s stem; Eesian te mini^�ize runoff.
� Pooi/Spz/Fountain Pravid� connection to the sanitaryse�.verto faci!itata drainir�g.e
� Food Serrice Equipment Frovide sink or other �re2 for equipment cleanir,g, which is:
(non-resid�ntial) • Connected to a grease ir:t�rceptor prior to sar,ifary sewsr discharge.e
• Large enough for the 12rgest na: cr piece of eq�ipment to be clean�d.
• Indoors cr in �n outdoor rocf�darea d�5igrs2d t0 pfeve�l S�0(7�tvJ2fer r.:n-on
and run-of�, and siQned to require ecuipment washin in this �re2.
�� R=fuse Pw eas • Provid� a roofad and er,closed area for dumpst�rs, rerycling contziners, etc.,
V designed to prevent sto�mwatw• run-on and runoff.
■ Connect any drains in or ben=.th darnpst�rs, compactors, ard taliow bin
areas sarving food s=rvice faciities to the sa�itary sew�r.9 �
� I Outdoor Process A�ivi6�s 9 I Pe� �orm pracess �c;ivities eifher indoors or in roofed outdoor ar�a, designed to
reveni starmwater run-cri and r+�o�r, 2rd to drain to the sanita sev�ar.°
�[] Oufdocr Equipmer�U • Cover the area or design to a.�id poll��tant contaci vrith stomwat=r runcff.
h�tatari2ls Storzge • Lorate arza only on paved and ccrtained�are�s.
_ ■ Roo` storage areas tha' will ccn;ain non-hazardous liquids, drain to sznit2ry
sewere, znd con;ain b berms�rsimilar.
� Vehicle/ EGuipment • P.00f�d, pav2 and b�Rn ��:ash area to prevent sto��vater run-or 2nd runoff,
Cleaning plumb to the sanifary szwer9, and sign as a d�signated wash zrea. a
• Commercial car wash facil �ies shafl dis:,harc? to the sanifa sewet.
� Vehicie/ Equipment Repair • Designafe rep2idmaintznance area indoors, or an outdoo� s ar�a designed to
a�d Main:enance pr�vent stormwat�r run-on ar� r�nof and provide secondGry cont2irment.
Do not instail drains in Gtie se�ndary containmert 2reas.
• No floor drains urless pretrea �d prior to discharge to the sani;ary se��v=r.8
• Cor,nect centainers or sinks �5ed for ar�s cleanin to the sanita, se�ver.°
(� Fuel Dispensi�g Areas ■ Fue!ing areas shall have imp:rme�bie surface that is a) minimaliy graded to
p�event ponding and b) separ�t�d from the rest ef the site by a grad? break.
• Canopy sha!I extend at least 10 ft. in each d:rect:on frcm each pump and
drai� a�r�a from fue!in 2rea.
� Loading Docks • Cover snd/or grads to minirize run-en to 2nd n.tr,o� from the loading area.
• Position downspouts to directstor��va;er away from the loading area.
• Drain wa.er from loading dock areas to the sani;ary sew�r.°
■ Ins`:all door skir�s b�hr��en the trailers and t�e buil�inq.
� e D P LA'�S Fire S�rinkie,s I Design for discharg� of fire s�rirk:er tes; v:ater to landsca?e or sanita,y se�.ve� °
� h9isce?(anaeus Drain or • Drain condensa,� c`air cendit�^ing units fc la�dscaping. Larg� ar
bV2sh VVz'er conditioning units m2y conned to thz sa; �it�ry s����er 8
• Rooj drains from eGuipme�t c�ain to landsczped area where pr2c5;zbie.
• Drain boiler drain lines, roof tco e �� nent, atl �r�ash wa?�r to sari,a se�rrer.e
� Archi�=ctural Cepper Rinse • D;ain r,nsz w.ater to Iar�dSCapilg, disc:`a,ge to sanita.ry rwer , or ccllect ard
I �"Jaf�r dispose pro�eriv cfrsit�. S�e 9�r `R=_ uirz^:�nts for Architectural Coa �er.'
g Ary can��ecton t� tF: s=_nitary sewwer sys;en is suh;>c; to sanit=_ry dis;ric: apprcval.
9 .
6us:r,esses th�t r.:ay have cutd�,cr process ariv'ieslequipmer,t indude machi�e sneps, �:tc repair, ir,dus;�=s wi,h pr�Uea`,m=_M fadiities.
4 r;n2l Ora� Ocfob �r 31, 2014
C.3 �rd C.E D�ve;apment P.evie:v Chscklisf
Worksheet A
C6 — Construction Storm�vater BMPs
Identify Plan sheet showing the appropriate construction 6est Management Prac6ces (BiviPs) used on this project:
(Applies fo all projecfs vri;h ear�hwor'�tJ
Yes Flan Sheet Best Management Practice (BP�iP)
� Control and prevent the discharge of all pctentiaf pollu,ants, includi�g parement cutting
C� �L��s W85iB5� paints, CGfICfEi�, paLoleum produCtS� Ch�filli.c�S� W�Si1 Wdi�i Of Sp.'�iIfT12f1+5� [I(IS?
water f�om 2rchitec,ur21 copp�r, and ron-s;ormv;a,erdischargas to s;orm drains and
watercourses.
� �� Store, handle, and dispose of cons:rucfion matarials`r�2si:s p: op.:fy to prevant contact with
sfortnwater.
� �� Do not clean, ��ei, or maintain vehicles cn-site, exce?t in � designated area where v:ash
watar is contained and tr22ted.
� �t Train and provide inst;uction to all empicyees/subcentrac:�rs �e: cans;n:c6on 6�d?s.
� �� ProteC ail sierm drain irlets in vicini:y o` site using ssdimenf ccntrols such as berms, fiter
roils, or fiters.
� � I Limif construciion a�ess rout2s 2nd stabilize desiorated access points.
$� � f AttaGti tt�e San htateo Ca�n;ywide V�Jater Pcllu6on Pr2v� ntion Proyram's construction BMP
plan sheat to preject plans and require canLact•�r to �rnple;n��t tha �pplicable Blv1Ps on tha
ptan sheat.
� r� Use temporay erosion con�rots to st2bilize all denud�d araas until parmanent er�sicn
controls are est2blished.
� Delineata wi�h fieid markers clearing limits, easemer,ts, szitacks, sersitive or critical areas,
bu`far zones, frzss, snd drainaae courses.
� Provid2 notas, spe:afica:ions, or a",achments dascr,�inc t�5e following:
• Cons:ruction, operation and ma;r,t�nance of erosion and s=�irnent ccrtrols, i�dude
inspection f;equency;
• Methods 2nd schedule fcr grading, ex::avation, fd,�ng, d�arir�g of v�g�;2tion, and ster2ge
and disposaf of excarated or cleared ma!erial;
• Specifications for v�yet2tiv2 cov2r & mulch, include ne:hods and sc�edules for planting
and ferfilizatlon;
� Provisions for temporary and/or perrrane�t irriga6on. �
� Perform clearing and earth moving activities only d;2ing �ry weath�r.
❑ � Use sediment controls or f:tration to r�mcve s�dime�t vihen dewat�ring and obt�in afl
necessary permits. �
❑ Trap sediment on-si:e, using BhiPs such as sediment basir.s or traps, earthen dikes or berms,
silt fences check dams, soi� blankets or ma;s, cove,� for soil s;ock pil=s, ete.
� Divert on-site runo�i around exposed areas; div:R cr-site runo� a:ound the site (e.g., swale;
and dik�s).
$( G.C) PG/cNS Protect a�jacent properties a�d undisturbed arers �orr cons;r�ction impacts using vegeta;ive
bufier strips sediment barriers or fiit>rs, dikes, m�ldiinq, cr otier r; easur�s as zoorooria;�.
Fina( Drafi Octo6a� 31, 2014
0
C.3 snd C.6 Developme^t A.evi��ri Ch,e:'r.lis:
I.E� Is the project a"C.3 Regulated Proj?ct" per h1RP Provision C.3.b?
1.8.1 Enter the amount oF impervious surfac�s Retained, Replaced andlorCreated by Ehe projEct:
Table ! B 1/mpervious and Pervious Surfaces
I.B.1.a 1.8.1.b � I.B.1.c 1.8.1.d 1.8.1.e
Existirg Existing NFw Pos;-Projec:
Pr�-Pro;ect �;�pe�vious Imper�ieus Imperiicus Impervious
Impervious Surf2ce to6e Surf2ce to b= Sur�ace to be Surface
Surface Reiain�� R�piaced' Created5 (sq.ft.)
Type of Impervious Surface (s9•Y•) (s .ft. s .". (s .ft. (=b+�+d}
Roararea(s) .�S`I � O 48 I S�So fo 57!
Im�2rvious5 sid�walks, p2t�cs, paCns, drv�vr2ys s'.reet; D�j S � p � O � � O
tmpervious5 uncovered par�cing�
Tota(s cf Impenious Suriac�s: /5- y3�o I � g�
1.3.1.f - Total Impervious Surface Replaced and Created (sum of totals for columns 1.5.i.c and LB.1.d):
Prs-Pro;�ct
Pervious
Sur�ace
Type of Pervious Surface iS4•�`•) �
Lzndscaping , ��
Pervious Paving �
Green Roof � � �
Totals of Per�ious Surfaces: //(o
Tot�l Si:e Area (fotal lmp�rvious+Total Pervious=l.A.1) /S '3SV
5�90I ��,57
Pos;-project
Petvio�s
Surface
Z83'
��
O
%�
�S 3 S"
S?e! thz h1R�, pavement that m�ets t�e foi!ewing d�nniti�� of Fervious paver=n: is NOT an irperricus s�;`,�:z. P�^�ious pav�ma �t is
den^ed as pzv��r.ent that s;ores znd infi;trat=_s rair`ail a: a ra`.e e-yual to immediately surrc.�:;ding un�av�d, la��srared ar==_s, or tha? s;Lres
-nd i�fiftrates Lie rain`a!I runoH voleme described in Prev;sion C.3.
6"Retai�ed' m�ans to le=v= exist'ng im,:ecvicus sur`a;�s in pla�,.�, ur�ch2nged;'Replaced'mzans to ins,at! new impervious su�acs where
existir.g impervio�s sur`ace is ro^ov�d zrywhere en the sa.me prop�r�y, and'Crea:ed" means ihe a:rcurt ef nzw i; �re^ric�s sar�a�e b�ing
prcpes2d which exce�ds th� total existicg anount of imperv,eus sur`aca a� �`;e ProGer�Y•
� Uncever=_d parking inciudes the tep levst of a parking s.�uC,ure. 2 �t OCtCSe� 31, 2014
Fi^a! Dra,
I B 2 R' olacedVand Creat d in ce(11.6 1.f from Table I.BSlrabove andlotherEat o�:Total Impervious Sur`ace
�
SAN MAiEO LOUNTY411DE
VlaS=r Pollution
P;e'i�.y�;onPi oram
C.3 and C.6 Development Review Checklist
Municipal Regional Stormwater Permit (h1RP}
Stormwater Confrols for Development Projects
Project lnformation
City of 6urlingame
NPDES Coordinator
1103 Airport Bivd
Burlingame, Ca 94011
Office: (650) 342-3727
Fax: (650) 342-3712
I.A Ent2r Project Data (For'C.3 Regulated Projscr,'da,a willbe reaor:ed in t;,e municipzfy�s s;ornwaterAnnu2lP,eper;.)
Pro ect Name: Cas� Plurnbe;:
1 98$ %�b lUh� lcC7 �VENUG
Pro =ct Addr.ss & Cross St: �C � ���� �� � G � �
� 988 �k�str�,o,4vENUE� �4RLl�1G�4-MF OL�- /�J��'LYQ�T�F 2c�in�
Proj�ctAPN: QY9—L�¢-22� ProjectWatarshed: SQl� Nf�.7'�d
App(icantName: �/NI/7"/2/p 5 SOCaR-S
Appficznt Phone: C�So, 703 —/ b�v P.ppiicant Email A�dr�s: �saq a r(c� vlct k v o. Co tz.r
Develapment type: ❑ Single Farnily Residential: A sta�d-atone home that is not part oi a lzrger projec;.
(check all that apply} � Single Famiiy Residzntiai: Two or more lot residertial develcpnert �
❑ ti1ulti-Family Residential
�j Commzrcia!
❑ industrial, ht2nufacturing
❑ titixed-Us2
❑ Streets, Rozds, etc.
Project Des�ripticn°:
(Also note any past
or futura phas2s of � e
project)
❑'Redevelcpmnnt' 2s d_fined by t�1RP: creating, a�ding 2ncL'or repl2cing extsrior existing
impervious s��r;ace an a s te whera pzst davelopm�nt hzs occurred.
s
❑'Special land use ca;egories' as d: ined by btRP: (1) aut� serricz facil;5es', (2) retail gasolin�
outlats, (3) rastaurarts, (4) uncov�red park�ng srea (stand-alone or part of a larger prej�ct)
❑ Institu6cns: schools, li�r2ries, jai!s, etc.
❑ Parks and trai(s, camp grounds, c`�her recreational
❑ Agric�ltura(, wineries
❑ Kennels, Ranches
❑ Oth2r, Pleasa spe�ify
�'Ro l° bs �0 3— S Ta R Y G a MM�i�C C l h`l. O��[ �,g ul t 5b /.J (.
a1/TN- ,��srr,�i P�2K �� � �s��L�GE.
I.A.1 Total Area cf Sit:: D. 3 s"�/ acres '
�.A2 Total Area cf land d�sturbed during cons �vction (nctude cl�ari�g, grading, excavatinc ard s;ockple area): D. 35' acr�s.
Certification:
I certify that the infnrm�tion provided on Gtiis ferm is correct a;�d aracne�viedge th2t, shouid the proj�ct exceed the amount of
ne�r and/or repface�J impervieus surface p�ovided in this form, the as-built proj�ct mzy be subjed to addi'tieral improvements.
❑ Attacn Preliminary Calculations ❑ Af:ach Final Cafculations �A;tach c�py of site p{an showing areas �
Name of person cor�pl�6ng e fo;m: V�/Zfo�'L - G LC124- ii�ia: sDL�S/6� ,E/�G/•JE�2
// . Cala: aS— dS—/S
Sig�atu�s: � �
Phone number �6 �� j 9 3' g��° Em2ii add;=ss� Vqq�ur�a,L� �.Ac%'�Q S5 oci�7".e� _��'
� Subdivisions or contigucus, camrianiy awnad lo!s, fer G�� cons,ruc�ion of h:•o or more horres Cave'.oped vrthi� 1 year cf each othet ae
corsidered ccmmon plans cf d�velepnent and are subjec; to C.3 reGuirz„�ents.
Z Roedway prejeds tha! rap:ace exis:irg ur,pervieus s;:r;ace a�� su�;e�; l� C.3 requir�;�en:s co � it cr,e ormcr lanzs ci Vav=_I a;a a�ded.
� See Standard Irdus;rial Class `ca;i:;n (SIC) codes here
� a'' I o fcr 200 cond�-iiniuns, e:c.
Projed dzscri;'ioa exampl_s: 5-st�ry c�ce buiiding, inCus,7izl warehcus=, f251u2f1Jd �.�.� fi�.�4-storf builcir,Ss
; FrnalDrrOcfober3l, 2014