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RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL T0:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
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Resolution No. 40 - 2015
1811 ADRIAN ROAD
APN 025-169-050
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct copy of the
document it purports to be, the original of which is on file in my
office.
Date: Aupust 25. 2015
; / ��l��Cfi�!!'�' .
William Meeker, Community Development Director
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RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BURLINGAME, APPROVING A
REQUEST FOR CONDITIONAL USE PERMITS FOR USE AND FLOOR AREA RATIO AND
PARKING VARIANCE FOR AN ADDITION TO AN EXISTING COMMERCIAL BUILDING FOR A
SELF-SERVICE STORAGE USE LOCATED AT 1811 ADRIAN ROAD, ON PROPERTY SITUATED
WITHIN THE RR ZONE
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, an application has been made for Conditional Use Permits for use and floor area ratio and
Parkinq Variance for an addition to an existinq commercial buildinq for a self-service storaqe use at
1811 Adrian Road Zoned RR Public Storaqe Inc P O. Box 25025 Glendale CA 91221 propertv
owner, APN: 025-169-050;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on June 8,
2015, at which time it reviewed and considered the staff report and all other written materials and
testimony presented at said hearing;
NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that:
1. Said Conditional Use Permits and Parking Variance are approved subject to the conditions set
forth in Exhibit "A" attached hereto. Findings for such Conditional Use Permits and Parking
Variance are set forth in the staff report, minutes, and recording of said meeting.
2. It is further directed that a certified copy of this resolution be recorded in the official records of
the County of San Mateo.
/ �
Chairman
Ic�C���i � lV vr , Secretary of the Plannin�ommission of the City of
Bur lingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular
meeting of the Planning Commission held on the 8th dav of June, 2015 by the following vote:
1811 ACIRIAN ROAD - RESO 40-2015
AYES: Bandrapalli, Gaul, Gum, Loftis.
Sargent. Tercones
NOES: DeMardni
ABSENT: None
RECUSED: None
�
,,� / �
`Secretary
�
EXHIBIT "A"
Conditions of Approval for Conditional Use Permits and Parking Variance.
1811 Adrian Road
Effective June 18, 2015
Page 1
that the project shall be built as shown on the plans submitted to the Planning Division
date stamped April 15, 2015, sheets 1 through 8;
2. that the conditions of the Building Division's December 23, 2014, November 17, 2014
and September 8, 2014 memos, the Parks Division's September 4, 2014 memo, the
Fire Division's September 4, 2014 memo, the Engineering Division's September 10,
2014 memo, and the Stormwater Division's November 21, 2014 memo shall be met;
3. that if the structure is demolished or the envelope changed at a later date the conditional
use permits and parking variance as well as any other exceptions to the code granted
here will become void;
4. 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;
5. that storage of construction materials and equipment on the street or in the public right-
of-way shall be prohibited;
6. that exterior lighting for the project would be designed to meet the requirements of
Burlingame Municipal Code Section 18.16.030 (pertaining to light spillage off site in
commercial or residential areas);
7. 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;
8. that the applicant shall comply with Ordinance 1503, the City of Burlingame Storm Water
Management and Discharge Control Ordinance;
9. 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;
10. that prior to issuance of a building permit for the project, the applicant shall pay the
public facilities impact fee in the amount of $95,325.00, made payable to the City of
Burlingame and submitted to the Planning Division;
11. that prior to issuance of a building permit for the project, the applicant shall pay the North
Burlingame/Rollins Road Development fee in the amount of $31,977.40, made payable
to the City of Burlingame and submitted to the Pianning Division; and
e
EXHIBIT "A"
Conditions of Approval for Conditional Use Permits and Parking Variance.
1811 Adrian Road
E�fective June 18, 2015
Page 2
Mitigation Measures from Initial Study
Noise
12. that the project sponsor shall retain a qualified acoustical engineer familiar with
aviation noise impacts to prepare an acoustical study, in accordance with State
Title 24 requirements. The acoustical study shall identify methods of design and
construction to comply with the applicable portions of the Uniform Building Code
Title 24, Appendix 36, Sound Transmission Controls and with the Federal
Aviation Administration (FAA) Part 150 Noise Compatibility Program so that
construction will achieve an indoor noise level or 45 dBA, or less, as measured
for aircraft noise events.
Project Comments
Date
December 23, 2014
To: � Engineering Division
(650) 558-7230
X Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
From: Planning Staff
� Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
0 City Attorney
(650) 558-7204
Subject: Request for Environmental Review, Conditional Use Permit and
Parking Variance for a self-storage use in an existing commercial
building at 1811 Adrian Road, zoned RR, APN: 025-169-050
Staff Review:
No further comments.
All conditions of approval as stated in all previous reviews of this project will apply to
this project.
Reviewed by: �'—, ..— "
: 12-23-2014
Project Comments
Date
To:
From
November 13, 2014
� Engineering Division
(650) 558-7230
X Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
0 City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Environmental Review, Conditional Use Permit and
Parking Variance for a self-storage use in an existing commercial
building at 1811 Adrian Road, zoned RR, APN: 025-169-050
Staff Review:
Second Comments:
/�19,/On your plans provide a table that includes the following:
v� 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 wall and opening protection
i. Allowable
ii. Proposed
i. Indicate sprinklered or non-sprinklered
Tl�e building's Type of Construction is shown as Type VB; this is incorrect. The
information on the Allowable Area and Fire Separation Distances was not found
o►� the plans. Provide the requested information. In addition, based on the
in�ormation that you provide, show that the building will not exceed the maximum
alYowable floor area per the 2013 CBC.
22. Specify the accessible path of travel from the public right of way, through the main
�' entrance, to the area of alteration.
�:.-
23. S'pecify an accessible path of travel from all required exits to the public right of way.
f
r
', 24.�Specify the path of travel from on-site parking, through the main entrance, to the
, ��a of alteration.
When an accessible pafh of travel exceeds 200 feet, a passing space with a width
of at least 60" must be provided. Revise the plans to show compliance with this
Code section (2013 CBC 19B-403.5.3) for items 22, 23, and 24, above.
,�/25��pecify a level landing, slope, and cross slope on each side of the door at all
�quired entrances and exits.
All of the requested information was not found on the plans.
;'2 . Provide complete dimensioned details for accessible bathrooms.
There are two types of bathrooms. A complefe dimensioned f/oor plan was shown
for only one of the bathroom types. Please provide the floor plan for the other
bathroom type.
�, 32 jProvide an exit plan showing the paths of travel
L/
Follow-up commenf: The distance from the center of the second floor to the new
stairway at the back of the building and from the center of the second f/oor to the
existing stairway at the front of the building exceeds the maximum a//oweab/e
travel distance of 400 feet. Revise the plans to show Code compliance.
�--, .-�
� 33. EW COMMENT:
Remove a// references to "Handicap", "Handicapped'; or "HC" and replace with
the terms "Accessib/e", "ACC', or "D.A."
NOTE: A written response to the items noted here and plans that specifically
address items 19, 22, 23, 24, 25, 27, 32, and 33 must be re-submitted before this
project can move forward for Plannin �Commission action.
�_._
_ _-
__ _._ ;
Reviewed by: `J�"~ -- � Date: 11-17-2014
Joe Cy , �O (6"5 - • 8-7270)
`
Project Comments
Date:
l�
From
August 28, 2014
0 Engineering Division
(650) 558-7230
X Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
� Stormwater Division
(650) 342-3727
0 City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Conditional Use Permit & Parking Variance for a self-
storage use in an existing commercial building at 1811 Adrian Road,
zoned RR, APN: 025-169-050
Staff Review: September 2, 2014
��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.
�On the plans specify that this project will comply with the 2013 California Building
Code, 2013 California Residential Code (where applicabie), 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 tne project prior to 5:00 p.m. on
December 31, 2013 then this project must comply with the 2013 California
Building Codes.
�' As of January 1, 2014, SB 407 (2009) requires non-compliant plumbing fixtures
to be replaced by water-conserving plumbing fixtures when a property is
undergoing aiterations or improvements. 'I'l�is law applies to all residerltial ancl
ctinnmercial property built ��rior to January 1, 1994. Details can be found at
i�tt�/www.legiilfo.ca.gav�pub/09-10/billJseil/sb 0401-
0450�sb 407 bill 20091011 chaptered.html. Revise the plans to show
.,compliance with this requirement.
��pecify on the plans that this project will comply with the 2013 California Energy
E.fficiency Standards.
Go to http://www.enerqy.ca.qov/title24/2013standards/ for publications and
details.
5) �rovide two completed copies of the attached Mandatory Measures with 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.
� 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 details.)
7�n 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.
8) Anyone who is doing business in the City must have a current City of Burlingame
business license.
9) 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
parki ng.
10)Provide existing and proposed elevations.
11)Due to the extensive nature of this construction project the Certificate of
Occupancy will be rescinded once construction begins. 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.
12)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.
13)Show the distances from all exterior walls to property lines or to assumed
property lines
14)Show the dimensions to adjacent structures.
�'I�)�ndicate on the plans that a Grading Permit, if required, will be obtained from the
vDepartment of Public Works.
16)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 details if your project entails landings more than 30" in
height.
17)Provide handrails at all stairs where there are four or more risers. 2013 CBC
§ 1009.
18)Provide lighting at all exterior landings.
9)� n 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 wall and opening protection
i. Allowable
ii. Proposed
i. Indicate sprinklered or non-sprinklered
20 Ilustrate 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.
�)On Sheet 2 the scale of the drawing makes it impossible to determine if the site
accessibility from on-site parking and from the public right of way is Code
,;__�ompliant. Provide drawings that are scaled at no less than 1/8" = 1 foot.
�2,ySpecify the accessible path of travel from the public right of way, through the
main entrance, to the area of alteration.
�'�Specify an accessible path of travel from all required exits to the public right of
� _ way.
24 'Specify the path of travel from on-site parking, through the main entrance, to the
area of alteration
� Specify a level landing, slope, and cross slope on each side of the door at all
� required entrances and exits.
C�pecify accessible countertops where service counters are provided
7 Provide complete dimensioned details for accessible bathrooms
Provide complete, dimensioned details for accessible parking
"9 Specify a minimum 48" wide walkway with a 6" x 6" concrete curb (or 42" high
guardrail) where the walkway is adjacent to the drive aisle
(�)Provide details on the plans which show that the building elevator complies with
all accessible standards. 2013 CBC §11 B-407.
;-��The second exit appears to terminate at the rear of the property. Provide an exit
plan which shows accessible path of travei from the exit to the public right of way
per 2013 CBC 1007.2.
�rovide an exit plan showing the paths of travel
33)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 118-8.
NOTE: A written response to the items noted here and plans that specifically
address items 1, 2, 3, 4, 6, 7, 15, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31,
and 32 must be re-submitted before this project can move forward for
Planning Commission action.
_�, Il �,
Reviewed by:
Date: 9-8-014
Project Comments
Date:
To:
August 28, 2014
0 Engineering Division
i��/ii ����c��
[ a1::� - T..
� Building Division
(650) 558-7260
0 Fire Division
�v�V� �JO-/'�vv
� Stormwater Division
(650) 342-3727
� City Attorney
�(f,5]`ll �`l(}-/��14
X Parks Division
4��'+%' ='�`s'�=^,<:
From
Planning Staff
Subject: Request for Conditional Use Permit & Parking Variance for a self-
a,.�-�.,.. �., �t-�..a� m� i h �4nr1 ��..-�!
SiiJinu� u3G ii� �3i �n��iiii� �,i;�������t'Ci�.� uLiil�IfiG �t �vvv i��iinil ��v�ca.
zoned RR, APN: 025-169-050
Staff Review: September 2, 2014
1. Existing landscape to remain as noted on plans.
2. 5 new 24"box Acer rubrum ok as specified on Landscape Plan.
Reviewed by: B Disco
Date: 9/4/14
� Project Comments
Date
To:
From
August 28, 2014
0 Engineering Division
(650) 558-7230
0 Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
X Fire Division
(650) 558-7600
0 Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Conditional Use Permit & Parking Variance for a self-
storage use in an existing commercial building at 1800 Adrian Road,
zoned RR, APN: 025-169-050
Staff Review: September 2, 2014
1. Building's existing fire sprinkler system requires current 5-year certification
inspection. Provide proof of inspection prior to final fieid inspection.
Reviewed by
� �� � �
C. Reed �
Date: 9/4/14
Project Comments
iDate: August 28, 2014
To: X Engineering Division � Fire Division
(650) 558-7230 (650) 558-7600
� Building Division � Stormwater Division
(650) 558-7260 (650) 342-3727
0 Parks Division 0 City Attorney
(650) 558-7334 (650) 558-7204
IFrom: Planning Staff
�ubject: Request for Conditional Use Permit & Parking Variance �;ar a self-
storage use in an existing commercial building at 1811 Adrian Road,
zoned RR, APN: 025-169-050
S�aff Review: September 2, 2014
1. Replace all displaced/damaged sidewalk, driveway, curb and gutter.
2. Sewer backwater protection certification is required. Contact Public Works —
Engineering Division at (650) 558-7230 for additional information.
Reviewed by: V V Date: 9/10/2014
Project Comments
Date
To:
From
November 13, 2014
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
Planning Staff
� Fire Division
(650) 558-7600
X Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Subject: Request for Environmental Review, Conditional Use Permit and
Parking Variance for a self-storage use in an existing commercial
building at 1811 Adrian Road, zoned RR, APN: 025-169-050
Staff Review:
1. Project proponent submitted a signed and completed C.3 Regulated Project
Checklist verifying applicability and proposals to meet C.3 requirements.
2. Post-construction Operation and Maintenance (0&M) of proposed stormwater
treatment measures follow the property owner unless a designated entity has
been identified by the property owner. An O&M agreement/plan specifying the
party responsible for ownership, inspection and maintenance of the
stormwater treatment measures will be addressed during the building permit
issuance.
3. Comments or information not required or addressed at this stage will be
addressed during the building permit issuance.
Reviewed by: EJ/KK
�
��
Date: 11/21/2014
.�.�
�
SAN'MATEO COl1NT1'WIDE
WaterPollution •. ��"' ITY OF BURLINGAME — OFFICE OF
Revention Program . ,.-, � o" � � � �
C.3 Regulated Projects Checklist ' ' ENVIRONMENTAL COMPLIANCE
1103 AIRPORT BLVD
MunicipalRegionalStormwaterPermit(MRP) ,i ; ; -j jOI�I 650-342-3727
Stormwater Controls for Development Projects
FAX 650-342-3712
, ) ial)'i�LIf�1GAME
1. Applicability of C.3 and C.6 Stormwater�F�equi�rements
I.A. Enter Project Data (For "C.3 Regulated Projects," data will be reported in the municipality's stormwater Annua/ Report.)
I.A.1 Project Name:
I.A.2 Project Address (include
cross street):
I.A.3 Project APN:
I.A.5 Applicant Name:
I.A.6 Applicant Address:
Public Storage - Burlingame
1811 Adrian Road
025-169-050
Public Storage
I.A.4 Project Watershed:
701 Western Avenue, Glendale, CA 91201
I.A.7 Applicant Phone: (g18) 224-8080x1476 _ Applicant Email Address: jfitzpatrick@publicstorage.com
I.A.8 Development type: Residential�C)ommercial' ❑x I dustrial ❑ Mixed-Use ❑ Street/Road ❑ Other, specify:
(check all that apply) RedevelopmenY as defined b RP: creating, adding and/or replacing
xterior existing impervious surface on a site where past development has occurred�
I.A.9 Project Description3:
❑'Special land use categories' as defined by MRP: (1) auto service facilitiesZ, (2) retail gasoline
outlets, (3) restaurants2, (4) uncovered parking area (stand-alone or part of a larger project)
Existing warehouse to be converted into 2-story self-storage facility with minor renovations
(Also note and past to the pa�king lot.
orfuture phases ofthe
project.)
I.A.10 Total Area of Site: 3.197 (lease area) acres
Total Area of land disturbed during construction (include clearing, grading, excavating and stockpile area: � 802 acres.
I.B. Is the project a"C.3 Regulated ProjecY' per MRP Provision C.3.b?
1.6.1 Enter the amount of impervious surface4 created and/or replaced by the project (if the total amount is 5,000 sq.ft. or more):
Ta61e of /m ervious and Pervious Surfaces
a b c d
Existing Post-project
Pre-Project Impervious New Impervious landscaping
Impervious Surface to be Surface to be (sq.ft.), if
Type of Impervious Surface Surface (sq.ft.) Re laceds s.ft. Createdfi s.ft. a licable
Roof area(s) — excluding any portion of the roof that is
ve etated " reen roof' 74,535 0 506
Impervious°sidewalks, patios, paths, driveways 31,628 1,B44� 5,838
Impervious' uncovered parking5 10,738 3,973 �3,768 N/A
Streets (public) N/A �M/f� N7A"
Streets (private) N/A N/A N/A
Totals: 116,901 5,817 � 10,112 19,026
Area of Existing Impervious Surface NOT replaced 104,303 N/A
Total New Impervious Surface (sum oftotals forcolumns b and c): 15,929 /
� Roadway projects that replace existing impervious surface are subject to C.3 requirements only if one or more lanes of travel are added.
Z See Standard Industrial Classifcation (SIC) codes here
4 Project description examples: 5-story office building, industrial warehouse, residential with five 4-story buildings for 200 condominiums, etc.
Per the MRP, pavement that meets the following definition of pervious pavement is NOT an impervious surface. Pervious pavement is defined
as pavement that stores and infiltrates rainfall at a rate equal to immediately surrounding unpaved, landscaped areas, or that stores and
5 infiltrates the rainfall runoff volume described in Provision C.3.d.
Uncovered parking includes top level of a parking structure.
6"Re lace" means to install new im ervious surface where existin
P p g impervious surface is removed. "Construcf' means to install new impervious
surface where there is currently no impervious surface.
0''13 �,
Update approved December 4, 2012
I.B. Is the project a"C.3 Regulated ProjecY' per MRP Provision C.3.b? (continued)
C.3 Regulated Project Checklist
Yes No
1.6.2 In Item 1.6.1, does the Total New Impervious Surface equal 10,000 sq.ft. or more? If YES, skip to
Item 1.8.5 and check "Yes." If N0, continue to Item I.B.3.
1.6.3 Does the Item 1.8.1 Total New Impervious Surface equal 5,000 sq.ft. or more, but less than 10,000
sq.ft? If YES, continue to item 1.8.4. If NO, skip to Item I.B.5 and check "No."
I.B.4 Is the project a"Special Land Use Category" per Item I.A.8? For uncovered parking, check YES
only if there is 5,000 sq.ft or more uncovered parking. If N0, go to /tem 1.8.5 and check "No." If
YES, go to Item /.8.5 and check "Yes."
1.6.5 Is the project a C.3 Regulated Project? If YES, skip to Item 1.8.6; if NO, continue to Item I.C.
� ❑
❑ ❑
❑ ❑
GI
�
,�
1.6.6 Does the total amount of Replaced impervious surface equal 50 percent or more of the Pre-Project �
Impervious Surface? If YES, site design, source contro/ and treatment requirements apply to the
whole site; if NO, these requirements apply on/y to the impervious surface created and/or replaced.
I.C. Projects that are NOT C.3 Regulated Projects
NA
❑
❑
❑
❑
❑
If you answered NO to Item I.B.5, or the project creates/replaces less than 5,000 sq. ft. of impervious surface, then the project is
NOT a C.3 Regulated Project, and stormwater treatment is not required, BUT the municipality may determine that source
controls and site design measures are required. Skip to Section II_
I.D. Projects that ARE C.3 Regulated Projects
If you answered YES to Item I.B.5, then the project is a C.3 Regulated Project. The project must include appropriate site design
measures and source controls AND hydraulically-sized stormwater treatment measures. Hydromodification management may
also be required; refer to Section II to make this determination. If final discretionary approval was granted on or after
DECEMBER 1, 2011, Low Impact Development (LID) requirements apply, except for "Special Projects." See Section II.
I.E. Identify C.6 Construction-Phase Stormwater Requirements
I.E.1 Does the project disturb 1.0 acre (43,560 sq.ft.) or more of land? (See Item
I.A.10). If Yes, obtain coverage under the state's Construction Genera/ Permit at
https://smarts.waterboards.capov/smarts/faces/SwSmartsLoain.isp. Submitto
the municipality a copy of your Notice of Intent and Storm Water Pol/ution
Prevention Plan (SWPPP) before a grading or building permit is issued.
I.E2 Is the site as a"High Priority Site" that disturbs less than 1.0 acre (43,560
sq.ft.) of land? (Municipal staff will make this determination.)
•"High Priority Sites" are sites that require a grading permit, are adjacent to
a creek, or are otherwise high priority for stormwater protection during
construction (see MRP Provision C.6.e.ii(2))
Yes No
❑ �
❑ ❑
NOTE TO APPLICANT: All projects require appropriate stormwater best management practices (BMPs) during construction. Refer to
the Section II to identify appropriate construction BMPs.
NOTE TO MUNICIPAL STAFF: If the answer is "Yes" to either question in Section E, refer this project to construction site inspection
staff to be added to their list of projects that require stormwater inspections at least monthly during the wet season (October 1 through
April 30).
2 Update approved December 4, 2012
C.3 Regulated Project Checklisi
II. Implementation of Stormwater Requirements
II.A. Complete the appropriate sections for the project. For non-C.3 Regulated Projects, Sections II.B, II.C, and II.D apply. For
C.3 Regulated Projects, all sections of Section II apply.
II.B. Select Appropriate Site Design Measures (Required for C.3 Regulated Projects; all other projects are encouraged to
implemen.' site design measures, which may be required at municipality discretion. Starting December 1, 2012, projects that
create and/or replace 2,500 — 10,000 sq.ft. of impervious surface, and stand-alone single family homes that create/replace
2, 500 sq.ft. or more of impervious surface, must include one of Sife Design Measures a through f. Consult with municipal staff
about requirements for your project.)
11.B.1 Is the site design measure included in the project plans?
Plan
Yes No Sheet Na.
a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation
or other non-potable use.
b. Direct roof runoff onto vegetated areas.
❑ �
❑ X❑
� ❑
c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas.
d. Direct runoff from driveways and/or uncovered parking lots onto vegetated
areas.
e. Construct sidewalks, walkways, and/or patios with permeable surfaces.
X❑ ❑
❑ �
❑ o
f. Construct bike lanes, driveways, and/or uncovered parking lots with
permeable surfaces.
g. Minimize land disturbance and impervious surface (especially parking lots).
h. Maximize permeability by clustering development and preserving open
space.
❑ �
❑ �
❑ �
i. Use micro-detention, including distributed landscape-based detention.
j. Protect sensitive areas, including wetland and riparian areas, and minimize
changes to the natural topography.
k. Self-treating area (see Section 4.2 of the C.3 Technical Guidance)
❑ �
� ❑
� ❑
I. Self-retaining area (see Section 4.3 of the C.3 Technical Guidar,ce)
� ❑ m. Plant or preserve interceptor trees (Section 4.1, C.3 Technical Guidance)
� See MRP Provision C.3.a.i(6) for non-C.3 Regulated Projects, C.3.c.i(2)(a) for Regulated Projects, C.3.i for projects that create/replace 2,500
to 10,000 sq.ft. of impervious surface and stand-alone single family homes that creale/replace 2,500 sq.ft. or more of impervious surtace.
3 Update approved December 4, 2012
C.3 Regulated Project Checklist
II.C. Select appropriate source controls (Applies to C.3 Regulated Projects; encouraged for other projects. Consult municipa/ statf.8)
Are these Features that
features in require source
project? control
measures
Yes No
❑ 0 Storm Drain
� ❑ Floor Drains
❑ � Parking garage
X❑ ❑ Landscaping
❑ X� Pool/SpalFountain
❑ X❑ Food Service
Equipment
(non-
residential)
❑ � 0 � Refuse Areas
���
���l�
Outdoor Pr�
Activities10
Outdoor
EquipmenU
Materials
❑ X❑ Vehicle/
Equipment
Cleanin
❑ � Vehicle/
Equipment
Repair and
Maintenance
❑ � Fuel
Dispensing
Areas
X❑ �❑ � Loading Docks
X❑ ❑ Fire Sprinklers
� ❑ Miscellaneous
Drain or Wash
Water
❑ X❑ Architectural
Copper
Source control measures
(Refer to Local Source Control List for detailed requirements)
Mark on-site inlets with the words "No Dumpingl Flows to Bay" or equivalent.
Plumb interior floor drains to sanitary sewer9 [or prohibit].
Plumb interior parking garage floor drains to sanitary sewer.3
• Retain existing vegetation as practicable.
• Select diverse species appropriate to the site. Include plants that are pest-
and/or disease-resistant, drought-tolerant, and/or attract beneficial insects.
• Minimize use of pesticides and quick-release fertilizers.
• Use efficient irrigation system design to minimize runoff.
Provide connection to the sanitary sewer to facilitate draining.3
Provide sink or other area for equipment cleaning, which is:
• Connected to a grease interceptor prior to sanitary sewer discharge. 3
• Large enough for the largest mat or piece of equipment to be cleaned.
• Indoors or in an outdoor roofed area designed to prevent stormwater run-on
and run-off, and signed to require equipment washinq in this area.
• Provide a roofed and enclosed area for dumpsters, recycling containers, etc.,
designed to prevent stormwater run-on and runoff.
• Connect any drains in or beneath dumpsters, compactors and tallow bin
areas serving food service facilities to the sanitary sewer.�
Perform process activities either indoors or in roofed outdoor area, designed to
�revent stormwater run-on and runoff, and to drain to the sanitary sewer.3
• Cover the area or design to avoid pollutant contact with stormwater runoff.
• Locate area only on paved and contained areas.
• Roof storage areas that will contain non-hazardous liquids, drain to sanitary
sewere, and contain by berms or similar.
• Roofed, pave and berm wash area to prevent stormwater run-on and runoff,
plumb to the sanitary sewer3, and sign as a designated wash area.
• Commercial car wash facilities shall discharge to the sanitary sewer 3
• Designate repair/maintenance area indoors, or an outdoors area designed to
prevent stormwater run-on and runoff and provide secondary containment.
Do not install drains in the secondary containment areas.
• No floor drains unless pretreated prior to discharge to the sanitary sewer. 3
• Connect containers or sinks used for parts cleaning to the sanitary sewer. 3
• Fueling areas shall have impermeable surface that is a) minimally graded to
prevent ponding and b) separated from the rest of the site by a grade break.
• Canopy shall extend at least 10 ft in each direction from each pump and drain
away from fueling area.
• Cover and/or grade to minimize run-on to and runoff from the loading area.
• Position downspouts to direct stormwater away from the loading area.
• Drain water from loading dock areas to the sanitary sewer.3
• Install door skirts between the trailers and the buildin .
Design for discharge of fire sprinkler test water to landscape or sanitary sewer.3
• Drain condensate of air conditioning units to landscaping. Large air
conditioning units may connect to the sanitary sewer.3
• Roof drains shall drain to unpaved area where practicable.
• Drain boiler drain lines, roof top equipment, all washwater to sanitary sewer3.
• Drain rinse water to landscaping, discharge to sanitary sewer3, or collect and
dispose properly offsite. See flyer "Requirements for Architectural Copper."
Is source control
measure included
in project pians?
Plan
Yes No Sheet N
❑ ❑
� � tbd
❑ ❑
� ❑ 6
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
� ❑ 2
❑ ❑ tbd
❑ x❑
❑ ❑
$ See MRP Provision C.3.a.i(7) for non-C.3 Regulated Projects and Provision C.3.c.i(1) for C.3 Regulated Projects.
� Any connection to the sanitary sewer system is subject to sanitary district approval.
10 Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facilities.
4 Update approved December4, 2012
C.3 Regulated Project Checklisf
II.D. Implement construction Best Management Practices (BMPs) (Applies to al/ projects).
Yes No Best Management Practice (BMP)
� ❑ Attach the San Mateo Countywide Water Pollution Prevention Program's construction BMP plan sheet to ��;} (- �
project plans and require contractor to implement the applicable BMPs on the plan sheet. v<<-- f)�3 hiti�
� ❑ Temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established. I
� ❑ Delineate with feld markers clearing limits, easements, setbacks, sensitive or critical areas, buffer zones,
trees, and drainage courses.
� ❑ Provide notes, specifications, or attachments describing the following:
• Construction, operation and maintenance of erosion and sediment controls, include inspection frequency;
• Methods and schedule for grading, excavation, filling, clearing of vegetation, and storage and disposal of
excavated or cleared material;
• Specifications for vegetative cover & mulch, include methods and schedules for planting and fertilization;
• Provisions for temporary and/or permanent irrigation.
❑ � Perform clearing and earth movinq activities onlv durinq dry weather.
� ❑ Use sediment controls or filtration to remove sediment when dewatering and obtain all necessa
0 ❑ Protect all storm drain inlets in vicinity of site using sediment controls such as berms, fiber rolls, or flters.
❑x ❑ Trap sediment on-site, using BMPs such as sediment basins or traps, earthen dikes or berms, silt fences,
check dams, soil blankets or mats covers for soil stock piles etc.
❑ � Divert on-site runoff around exposed areas; divert off-site runoff around the site (e.g., swales and dikes).
� ❑ Protect adjacent properties and undisturbed areas from construction impacts using vegetative buffer strips,
sediment barriers or filters, dikes, mulching or other measures as appropriate.
x❑ ❑ Limit construction access routes and stabilize desiqnated access qoints.
� ❑ No cleaning, fueling, or maintaining vehicles on-site, except in a designated area where washwater is
contained and treated.
� ❑ Store, handle, and dispose of construction materials/wastes properly to prevent contact with stormwater.
� ❑ Contractor shall train and provide instruction to all employees/subcontractors re: construction BMPs.
� � Control and prevent the discharge of all potential pollutants, including pavement cutting wastes, paints,
concrete, petroleum products, chemicals, washwater or sediments, rinse water from architectural copper, and
non-stormwater discharges to storm drains and watercourses.
PROJECTS THAT ARE NOT C.3 REGULATED PROJECTS STOP HERE!
II.E. Feasibility/lnfeasibility of Infiltration and Rainwater HarvestinglUse (Applies to C.3 Regulated Projects ONLY)
Except for some Special Projects, C.3 Regulated Projects must include low impact development (L/D) freatment measures. LID
treatment measures are rainwater harvesting, infiltration, evapotranspiration, and biotreatment (i.e., /andscape-based treatment with
special soils). Biotreatment is allowed ONLY if it is infeasib/e to treat the amount of runoff specified in Provision C.3. d with rainwater
harvesting, infiltration, and evapotranspiration.
Yes No N/A
II.E.1 Is this project a"Special ProjecY'? (See Appendix J of the C.3 Technical Guidance for
criteria.)
➢ If No, continue to Item II.E.2. ❑ X❑ ❑
➢ If Yes, or if there is potential that the project MAY be a Specia/ Project, comp/ete the
Special Projects Worksheet.
II.E.2 Infiltration Potential. Based on site-specifc soil report", do site soils either:
a. Have a saturated hydraulic conductivity (Ksat) less than 1.6 inches/hour), or, if the
Ksat rate is not available,
b. Consist of Type C or D soils? � ❑ ❑
➢ /f Yes, continue to II.E.3.
� lf No, complete the Infiltration Feasibility Worksheet. If infiltration of the C.3.d
amount of runoff is found to be feasible, skip to II.E.B; if infiltration is found to be
infeasible, continue to II.E.3.
' If no site-specific soil report is available, refer to soil hydraulic conductivity maps in C.3 Technical Guidance Appendix I.
5 Update approved December 4, 2012
C.3 Regu/ated Project Checklist
II.E.3 Recycled Water. Check the box if the project is installing and using a recycled water plumbing system for non-potable
water use.
❑ The project is installing a recycled water plumbing system, and the installation of a second non-potable water
system for harvested rainwater is impractical, and considered infeasible due to cost considerations.
➢ If you checked this box, there is no need for further evaluation of rainwater harvesting. Skip to II.E.9.
II.E.4 Potential Rainwater Capture Area
a. Refer to the Table of Impervious and Pervious Surfaces in the C.3 and C.6 Data
Collection Form, and enter the total square footage of impervious surFace that will be
replaced and/or created by the project. 15, 929
b. If 1.8.6 indicates that 50% or more of the existing impervious surface will be replaced
with new impervious surface, then add any existing impervious surface that will remain
in place to the amount in II.E.4.a.
c. Convert the amount in Item II.E.4.b from square feet to acres (divide by 43,560). If
II.E.4.b is not applicable, convert the amount in II.E.4.a from square feet to acres. This
is the projecYs Potentia� Rainwater Capture Area, in acres.
I1.E.5 Landscape Irrigation: Feasibility of Rainwater Harvesting and Use
a. Enter area of onsite landscaping.
b. Multiply the Potential Rainwater Capture Area (the amount in II.E.4.c) times 3.2
c. Is the amount in II.E.5.a (onsite landscaping) LESS than the amount in II.E.5.b (the
product of 3.2 times the size of the Potential Rainwater Capture Area)'Z?
➢ lf Yes, continue.
➢ If No, if may be possib/e to meet the treatment requirements by directing runoff
from impervious areas to se/f-retaining areas (see Section 4.3 of the C.3
Technical Guidance). If not, refer to Table 11 and the curves in Appendix F of
the L/D Feasibility Report to evaluate feasibility of harvesting and using the C.3.d
amount of runotf for irrigation. Skip to II.E.7.
N/A
0.366
0.426
1.17
Sq. ft.
Sq. ft.
—Acres
Acres �� Ic,
'� Acres
❑X Yes ❑ No
✓
�I t4 L f, � r 7-
II.E.6 Indoor Non-Potable Uses: Feasibility of Rainwater Harvesting and Use (check the box forthe applicab/e project
type, then fill in the requested information and answer the question):"
❑ a. Residential Project
i. Number of dwelling units (total post-project):
ii. Divide the amount in (i) by Potential Rainwater Capture Area (II.E.4.c):
iii. Is the amount in (ii) LESS than 124?
�x b. Commercial Project
i. Floor area (total interior post-project square footage):
ii. Divide the amount in (i) by Potential Rainwater Capture Area (II.E.4.c):
iii. Is the amount in (ii) LESS than 84,000?
❑ c. School Project
i. Floor area (totai interior post-project square footage):
ii. Divide the amount in (i) by Potential Rainwater Capture Area (II.E.4.c):
iii. Is the amount in (ii) LESS than 27,000?
Units
Du/ac
❑ Yes ❑ No
/
506 Sq.ft.
1,383 %� Sq.ft./ac
� Yes ❑ No �
Sq.ft.
Sq.ft./ac .
❑ Yes ❑ No
�� Landscape areas must be contiguous and within the same Drainage Management Area to irrigate with harvested rainwater via gravity flow.
Rainwater harvested for indoor use is typically used for toileUurinal flushing, industrial processes, or other non-potable uses.
6 Update approved December 4, 2012
C.3 Regulated Project Checklist
II.E.6 Indoor Non-Potable Uses: Feasibility of Rainwater Harvesting and Use (continued)
❑ d. Industrial Project
i. Estimated demand for non-potable water (gallons/day):
ii. Is the amount in (i) LESS than 2,900?
❑ e. Mixed-Use Residential/Commercial Project�`�
i. Number of residential dwelling units and commercial floor
area:
ii. Percentage of total interior post-project floor area serving
each activity:
iii. Prorated Potential Rainwater Capture Area per activity
(multiply amount in II.E.4.c by the percentages in [ii]):
iv. Prorated project demand per impervious area (divide the
amounts in [i] by the amounts in [iii]):
Residential
Units
%
Acres
Du/ac
Gal.
❑ Yes ❑ No
Commercial
Sq.ft.
%
Acres
Sq.ft/ac
v. Is the amount in (iv) in the residential column less than 124, AND is the amount
in the commercial column less than 84,000? ❑ Yes ❑ No
➢ If you checked "Yes" for the above question for the appiicable project type, rainwater harvesting for indoor use is
considered infeasible unless the project includes one or more buildings that each have an individual roof area of
10,000 sq. ft. or more, in which case further analysis is needed. Comp/ete Sections II.E.S and II.E.6 of this form for
each such building, then continue to II.E.7.
➢ If you checked "No" for the question applicab/e to the type of project, rainwater harvesting for indoor use may be
feasib/e. Comp/ete the Rainwater Harvesting Feasibility Worksheet, and then continue to II.E.7.
II.E.7 Identify and Attach Additional Feasibility Analyses
If further analysis is conducted based on results in II.E.1, II.E.2, II.E.S, or II.E.6, indicate the analysis that is
conducted and attach the applicable form or other documentation (check all that apply):
❑ Special Projects Worksheet (if required in II.E.1)
❑ Infltration Feasibility Worksheet (if required in I�.E.2)
❑ Rainwater Harvesting and Use Feasibility Worksheet (if required in II.E.5 or II.E.6), completed for:
❑ The entire project
❑ Individual building(s), if applicable, describe:
❑ Evaluation of the feasibility of harvesting and using the C.3.d amount of runoff for irrigation, based on
Table 11 and the curves in Appendix F of the LID Feasibility Report (if required in II.E.5).
❑ Evaluation of the feasibility of harvesting and using the C.3.d amount of runoff for non-potable
industrial use, based on the curves in Appendix F of the LID Feasibility Report (if required in II.E.6.d).
II.E.8 Finding of Infiltration Feasibility/lnfeasibility
Infiltration of the C.3.d amount of runoff is infeasible if any of the following conditions apply (check all that apply):
� The "Yes" box was checked for Item II.E.2.
❑ Completion of the Infiltration Feasibility Worksheet resulted in a finding that infiltration of the C.3.d amount of
runoff is infeasible.
➢ Based on the above evaluation, infiltration of the C.3.d amount of runoff is (check one):
X❑ Infeasible ❑ Feasible
14 For a mixed-use project involving activities other than residential and commercial activities, follow the steps for residential/commercial
mixed-use projects. Prorate the Potential Rainwater Capture Area for each activity based on the percentage of the project serving each
activity.
7
Update approved December 4, 2012
II.E.9 Finding of Rainwater Harvesting and Use Feasibility/Infeasibility
x� Infeasible ❑ Feasible
Harvesting and use of the C.3.d amount of runoff is infeasible if any of the following apply (check all that apply):
❑ The project will have a recycled water system for non-potable use (I I. E.3).
� Only the "Yes" boxes were checked for Items II.E.5 and II.E.6.
❑ Completion of the Rainwater Harvesting and Use Feasibility Worksheet resulted in a finding that harvesting and
use of the C.3.d amount of runoff is infeasible.
❑ Evaluation of the feasibility of harvesting and using the C.3.d amount of runoff for irrigation, based on Table 11
and the curves in Appendix F of the LID Feasibility Report, resulted in a fnding of infeasibility.
❑ Evaluation of the feasibility of harvesting and using the C.3.d amount of runoff for non-potable industrial use,
based on the curves in Appendix F of the LID Feasibility Report, resulted in a finding of infeasibility.
➢ Based on the above evaluation, harvesting and using the C.3.d amount ofrunoffis (check one):
II.E.10. Use of Biotreatment
If findings of infeasibilitv are made in both II.E.8 (Infiltration) and II.E.9 (Rainwater Harvesting and Use), then the
applicant may use appropriately designed bioretention facilities for compliance with C.3 treatment requirements.
➢ Applicants using biotreatment are encouraged to maximize infiltration of stormwater if site conditions allow.
II.F. Stormwater Treatment Measures (Applies to C.3 Regulated Projects)
II.F.1 Check the applicable box and indicate the treatment measures to be included in the project.
Yes
❑
�
C
No
x❑
�
C
Is the project a Special Project? If yes, consult with municipal staff about the need to prepare a discussion
of the feasibility and infeasibility of 100% LID treatment. Indicate the type of non-LID treatment to be used,
the hydraulic sizing method15, and percentage of the amount of runoff specifed in Provision C.3.d that is
treated:
Non-LID Treatment
❑ Media flter
❑ Tree well filter
Hvdraulic sizina method15 % of C.3.d amount of runoff treated
Is it infeasible to treat the C.3.d amount of runoff using either infltration or rainwater harvesting/use (see
II.E.8 and II.E.9)? If yes, indicate the biotreatment measures to be used, and the hydraulic sizing method:
Biotreatment Measures
� Bioretention area
❑ Flow-through planter
C.3 Regu/ated Project Checklist
Hydraulic sizinq method15
Simplified Method - 4°/a Rule
❑ Other (specify):
Is it feasible to treat the C.3.d amount of runoff using either infiltration or rainwater harvesting/use (see II.E.8
and II.E.9)? If yes, indicate the non-biotreatment LID measures to be used, and hydraulic sizing method:
LID Treatment Measure (non-biotreatmentl Hvdraulic sizinq method15
❑ Rainwater harvesting and use
❑ Bioinfiltrationt6
❑ Infiltration trench
❑ Other (specify):
II.F.2 Alternative Certification (to be completed by municipal staf�: Was the treatment system sizing and design
reviewed by a qualifed third-party professional that is not a member of the project team or agency staff?
❑ Yes ❑ No Name of
15 Indiicate which of the following Provision C.3.d.i hydraulic sizing methods were used. Volume based aoproaches: 1(a) Urban Runoff Quality
Management approach, or 1(b) 80% capture approach (recommended volume-based approach). Flow-based a�proaches: 2(a) 10% of 50-year
peak flow approach, 2(b) Percentile rainfall intensity approach, or 2(c) 0.2-Inch-per-hour intensity approach (recommended flow-based approach).
If a combination flow and volume design basis was used, indicate which flow-based and volume-based criteria were used.
16 See Section 6.1 of the C.3 Technical Guidance for conditions in which bioretention areas provide bioinfltration.
8 Update approved December 4, 2012
C.3 Regulated Project Checklist
II.G. Is the project a Hydromodification Management" (HM) Project7 (Complete this section for C.3 Regulated Projects)
II.G.1 Does the project create and/or replace 1 acre (43,560 sq. ft.) or more of impervious surtace? (Refer to Item I.B.1.)
❑ Yes. Continue to ltem ll. G.2.
� No. Skip to Item ll. G.5 and check "No."
II.G.2 Is the total impervious area increased over the pre-project condition7 (Refer to Item I.B.1.)
� Yes. Continue to Item N. G.3.
❑ No. The project is NOT required to incorporate HM measures. Skip to ltem ll. G.5 and check "No."
II.G.3 Is the site located in an HM Control Area per the HM Control Areas map (Appendix H of the C.3 Technical Guidance)?
❑ Yes. Skip to Item G.5 and check "Yes."
x❑ No. Attach map, indicating project location. Skip to Ifem G.5 and check "No."
❑ Further analysis required. Continue to ltem G.4.
II.G.4 Has an engineer or qualified environmental professional determined that runoff from the project flows only through a
hardened channel or enclosed pipe along its entire length before emptying into a waterway in the exempt area?
❑ Yes. Attach signed statement by qualified professional. Go to Item G.5 and check "No."
❑ No. Go to Item G.5 and check "Yes."
II.G.5 Is the project a Hydromodification Management Project7
❑ Yes. The project is subject to HM requirements in Provision C.3.g of the Municipal Regional Stoimwater Permit.
� No. The project is EXEMPT from HM requirements.
➢ lf the projecf is subjecf to the HM requirements, incorporate in the project flow duration stormwater control measures
desiqned such that post-project stormwater discharge rates and durations match pre-projecf drscharge rates and
durations. The Bay Area Hydrology Model (BAHM) has been developed to size flow duration controls. See
www.bavareahvdrolopvmodel.orp. Guidance is provided in Chapter 7 of the C.3 Technical Guidance.
Name of applicant completing the form: .1im Fitzpatrick
Signature: Date: tb' tb• �`�'
II.H.Confirm Operations and Malntenance (08M) Submittals (for municipal staff use only):
II.H.1 Stormwater Treatment Measure and/HM Control Owner or Operator's Information:
Name:
Em
➢ Applicant must call for inspection and receive inspection within 45 days of installafion of treatment measures and/or
hydromodi�cation management controls.
The foUowing questions apply to C.3 Regulated Projects end Hydromodrfication Management Projects.
Yes No NIA
II.H.1 Was maintenance plan submitted? ❑ � �
II.H.2 Was maintenance plan approved? ❑ � �
II.H_3 Was maintenance agreement submitted? (Date executed: ) ❑ ❑ �
➢ Attach the executed maintenance agreement as an appendix to this checklist.
" Hydromodification is the modification of a stream's hydrograph, caused in general by increases in flows and durations that result when land
is developed (made more impervious). The effects of hydromodification include, but are not limited to, increased bed and bank erosion, loss of
habitat, increased sediment transpori and deposition, and increased flooding. Hydromodification management control measures are designed
to reduce these eHects.
9 Update approved December 4, 2012
C.3 Regulated Project Checklist
III. Incorporate HM Controls (if required)
Are the applicable items in Plans?
Yes No NA
I y� �.
❑ ❑ ❑ Site plans with pre- and post-project impervious surface areas, surface flow directions of
entire site, locations of flow duration controls and site design measures per HM site
design requirement
� � � I Soils repoR or other site-specific document showing soil types at all parts of site
� � � I If project uses the Bay Area Hydrology Model (BAHM), a list of model inputs.
❑ ❑ ❑ If project uses custom modeling, a summary of the modeling calculations with
corresponding graph showing curve matching (existing, post-project, and post-project
with HM controls curves), goodness of fit, and (allowable) low flow rate.
❑ ❑ ❑ If project uses the Impracticability Provision, a listing of all applicable costs and a brief
description of the alternative HM project (name, location, date of start up, entity
responsibie for maintenance).
❑ ❑ ❑ If the project uses alternatives to the default BAHM approach or settings, a written
description and rationale.
i .
IV. Annual Operations and Maintenance (08M) Submittals (for municipal staff use only): �� ��,�,,,,``Z �-�^^^- r
D r 5,�7�,wc.�
For C.3 Regu/ated Projects and Hydromodification Management Projects, indicate the dates on hich the Applicant submitted
annual reports for project O&M:
V. Comments (for municipal staff use only):
�U ''/c �'L�. � cti�.�,.-.., ` {- �
Cf� vv�n�te-�`G� �[ VS r ��rf;�,� S
VI. NOTES (for municipal staff use only):
Section I Notes:
Section II Notes:
Section III Notes:
Section IV Notes:
Section V Notes:
• � `�u� GO Vl'� I"Y� �.r-Cti G,
VII. Project Close-Out (for municipal staff use only):
VI1.1 Were final Conditions of Approval met?
VI1.2 Was initial inspection of the completed treatmenUHM measure(s) conducted?
(Date of inspection: )
VI1.3 Was maintenance plan submitted?
(Date executed: )
VI1.4 Was project information provided to staff responsible for O&M verification inspections?
(Date provided to inspection staff: )
Yes No NA
❑ ❑
❑ ❑ ❑
❑ ❑ ❑
❑ ❑ ❑
10 Update approved December 4, 2012
C.3 Regulated Project Checklrst
VII. Project Close-Out (Continued -- for municipal staff use only):
Name of staff confirming project is closed
Signature:
Name of O&M staff receiving inform
Date:
Appendices
Appendix A: 0&M Agreement
Appendix B: 0&M Annual Report Form
11 Update approved December 4, 2012
Page H-3
( Project Comments
�
Date:
To:
From:
August 28, 2014
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
0 Parks Division
(650) 558-7334
d Fire Division
(650) 558-7600
X Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
Planning Staff
Subject: Request for Conditional Use Permit & Parking Variance for a self-
storage use in an existing commercial building at 1800 Adrian Road,
zoned RR, APN: 025-169-050
Staff Review: September 2, 2014
1) Determine if proposed construction is subject to additional stormwater requirements
under the Municipal Regional Permit (MRP). A project may be subject to additional
requirements under the MRP if:
❑ 2,500 sq. ft. but less than 10,000 sq. ft. of impervious surFace is created or
replaced OR
❑ 10,000 sq. ft or more of impervious surface is created or replace, OR
❑ 5,000 sq. ft. or more impervious surface is created or replace at stand-alone
parking.
Complete, sign and return the appropriate checklist based on the triggered threshold.
Forms, checklast, flyers and factsheets and additional resources are available for
download at http://www.flo�rvstobay.orglnewdevelopment .
2) Any construction project in the City, regardless of size, shall comply with the City's
NPDES (stormwater) permit to prevent stormwater pollution from construction activities.
Project proponent shall ensure all contractors implement appropriate and effective Best
Management Practices (BMPs) during all phases of construction, including demolition.
When submitting plans for a building permit include a list of construction BMPs as
project notes on a separate full size plan sheet, preferably 2' x 3' or larger. Electronic
file of a BMP Plan Sheet is available for download at http://flowstobay.orq/construcfiion .
3) Best Management Practices (BMPs) requirements apply on any projects using
architectural copper. To learn what these requirements are, see attached flyer
"Requirements for Architectural Copper." Electronic file is available for download at
http:l/flowstobay.orq�newdevelopment .
Page 1 of 2
4) , II surfaces must be labeled as to whether it is pervious or impervious. Details must
e provided for impervious surfaces such as driveways, patios, sidewalks, etc.
For assistance please contact Eva J. at 650-342-3727.
Reviewed by: EJ f �
Date: 9/4/2014
Page 2 of 2
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Stormwater Controls
Stormwater runoff from urbanized areas is a major source of pollution to local creeks and San Francisco Bay. To
comply with the Munlcipal Regional Stormwater Permit (MRP), issued by the Regional Water Quallty Control
Board in 2009, local agencies in San Mateo County require development projects to incorporate appropriate
stormwater controls. These may indude the following:
1. Site Desi�n Measures are permanent features thaT reduce water
quality impacts by:
• Reducing impervious surfaces
• Directing runoff from impervious surfaces to vegetated areas
2. Source Controls prevent potential pollutant sources from contacting
rainfall and stormwater. Examples indude:
• Roofed trash enclosures
• Pest-resistant landscaping
• Sanitary sewer drains for vehicle wash areas
3. Stormwater Treatment Measures are engineered systems
that remove pollutants from stormwater before it reaches a
storm drain, creel<, or the [3ay. The treatment measures
selected must be Low Impact Development (LID) techniques
(see box at right) except for certain types of projects.
4. Hydromodification Mana�ement (HM) reduces erosive
flows in creeks that can occur when amounts of impervious
surface on a project site are increased.
5. Construction Site Controls required during the construction
phase of project include:
Low Impact Development (LID) techniques
reduce stormwater runoff and mimic a
site's predevelopment hydrology. LID
treatment options include infiltration,
evapotranspiration, and rainwater
harvesting and use, and where these are
infeasible, 6iotreatment may be used.
• Control of erosion on slopes and/or areas of exposed soil.
• I<eeping sediment on site using perimeter barriers and storm drain inlet protection.
• Proper management of construction materials, chemicals, and wastes on site.
Projects disturbing one acre or more must comply with the State Construction General Permit. For more information on
the Construction General Permit, visit �vwwswrcb.ca.gov/water issues/pro�rams/stormwater/constructionshtml
Determining Project Requirements
To determine if Stormwater Control Requirements apply to your project and Identify appropriate controls,
municipaliry staff will ask you to fill out either.
• The Stormwater Checklist for Small Projects for single family homes, projects that create and/or
New replace 6etween 2,500 and 10,000 sq. ft. of impervious surface, and "special land use projects" (see
page 2) that create and/or replace between 2,SD0 and 5,000 sq. ft. of impervious surface.
• The C.3 Regulated Projects Checklist for projects that create and/or replace 10,000 sq. ft. or more of
impervious surface, and "special land use projects° (see page 2) that create and/or replace 5,000 sq. ft.
or more of impervious surface.
��� .. _' , . .,.. . ,. . --� _ �, _ _ _a. e ,..,. ,. �.. , _� .. .. ,1, � ��.
Current 5tormwater Quality Control Requirements
�� r' , ��f�. � � �
. �� . , _ , _
• LID Requirements/Stormwater Treatment Measures apply to:
• Projects that create and/or replace 10,000 square feet or
more of impervious surface, and
•"Special Land Use Category" projects that create and/or
replace 5,000 square feet or more of impervious surface.
If the stormwater treatment requirements apply, you will need to fill out the
feasibility screening portion of the C.3 Regulated Projects Checklist to
determine whether it is feasible to treat the water quality volume of runoff
with infiltration, evapotranspiration, or rainwater harvesting and use.
Special Land Use Categories are
• Uncovered parking areas (stand-
alone or part of another use)
Restaurants
Auto service facilities'
Retail gasoline outlets
Where infiltration, evapotranspiration, and rainwater harvesting and use are
infeasible, stormwater may be directed to an on-site biotreatment system, such
as a bioretention area or flow-through planter. Biotreatment systems contain a
specified biotreatment soil and have a surface area that is approximately 4% of
the contributing impervious area. Biotreatment systems should be designed to
maximize infiltration into native soil wherever possible. Vault-based treatment
systems may not be used as stand-alone treatment, except for limited use of
media filters in certain high density and transit-oriented projects.
• Hydromodification Management (HM) requirements apply if a project creates and/or replaces 1 acre or
more of impervious surface, increases impervious surface over pre-project conditions AND is located in a
susceptible area.
New Requirements for Small and Single Family Home Projects (Effective December 1, 2012) apply to:
■ Projects that createand/or replace at least 2,SD0 square feet, but less than 10,000 square feet, of
impervious surface
• Stand-alone single family home projects that create and/or replace 2,500 square feet or more of
impervious surface
These projects must incorporate one of the following site design measures:
1. Direct roof runoff into cisterns or rain barrels:
2. Direct roof runoff into vegetated �reas.
3. Direct runoff from (sidewalks, walkways, and/or patios onto vegetated areas.
4. Direct runoff from driveways/uncavered parking lots onto vegetated areas.
5. Construct sidewaiks, walkways, and/or patios with permeable surfaces.
6. Construct bike lanes, driveways, and/or uncovered parking lots with permeable surfaces
No treatment measures are required for these projects.
For More Information:
• Contact the 5an Mateo Countywide Water Pollution Prevention Program at
www.flowstobay.or� (For the New Development webpage, clicl< on
"Businesses", then "New Development". For a list of local contacts for new
development, click "local permitting agency".)
• The Stormwater Checklist for Small Projects, the C.3 Checklist for Regulated
Projects, the C.3 Technical Guidance Manual, and other guidance
documents are provided on the New Development webpage.
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Biorelentian s}�sleni i�i Brerlingame
lAuto service facilities indude those described by the following Standard Industrial Classlfication (SIC) codes:
5013, 5014, 5541, 7532, 7533, 7534,7536, 7531, 7538, 7539.
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Requirements for Architectural Copper
Protect water quality during installation, cleaning, treating, and washing!
Copper from Buildings May Harm Aquatic Life
Copper can harm aquatic life in San Francisco Bay. Water that comes
into contact with architectural copper may contribute to impacts,
especially during installation, cleaning, treating, or washing. Patination
solutions that are used to obtain the desired shade of green or brown
typically contain acids. After treatment, when the copper is rinsed to
remove these acids, the rinse water is a source of pollutants
Municipalities prohibit discharges to the storm drain of water used in the
installation, cleaning, treating and washing of architectural copper.
# ,'.''`^r��
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Buildiny witn copper flashiny,
gutter and drainpipe.
Use Best Management Practices (BMPs)
The following Best Management Practices (BMPs) must be implemented to prevent prohibited
discharges to storm drains.
During Installation
• If possible, purchase copper materials that have been pre-patinated at the factory.
• If patination is done on-site, implement one or more of the following BMPs:
o Discharge the rinse water to landscaping. Ensure that the
rinse water does not flow to the street or storm drain.
Block off storm drain inlet if needed.
o Collect rinse water in a tank and pump to the sanitary
sewer. Contact your local sanitary sewer agency before
discharging to the sanitary sewer.
o Collect the rinse water in a tank and haul off-site for
proper disposal.
• Consider coating the copper materials with an impervious
coating that prevents further corrosion and runoff. This will
also maintain the desired color for a longer time, requiring
less maintenance.
During Maintenance
Implement the following BMPs during routine maintenance activities, such as power washing the roof,
re-patination or re-application of impervious coating:
• Block storm drain inlets as needed to prevent runoff from entering storm drains.
• Discharge the wash water to landscaping or to the sanitary sewer (with permission from the local
sanitary sewer agency). If this is not an option, haul the wash water off-site for proper disposal.
Protect the Bay/Ocean and yourself!
If you are responsible for a discharge to the storm drain of non- _
stormwater generated by installing, cleaning, treating or washing _ �--� --- :"— �
copper architectural features, you are in violation of the municipal �� �
stormwater ordinance and may be subject to a fine.
Phr,!o cred�[ Don Etlwards Nalional �IdIAe Sancluary
Contact Information
The San Mateo Countywitfe Water Pollution Prevention Program lists municipal stormwater contacts at
www.flowstobay.orq (click on "Business", then "New DevelopmenY', then "local permitting agency").
FINAL February 29, 2012
5tonn drain inlet is blocked to prevenf
prohibited discharge. The water must be
pumped and disposed of properly.
�
�Vater Pallution
Pr�ventian Program
QennWater.;� . ... .., ..�.,
�onstruction �est 1VI�n�ge�e��t P���e�g��s (�l��IPs)
Consi��uction projects arc rcquired to implement t:he stomm�•ater best managen�ent piactices (f3MP) on tltis pa�,e, as
they apply to your project, all year long.
119atrrials & Vr'xste Management
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