HomeMy WebLinkAbout1811 Adrian Road - Approval LetterBruno Korbmacher, P.E.
President/Principal Engineer
Page 2
May 1989 - July 1993
Senior Staff Engineer to Senior Project Engineer
PURCELL, RHOADES & ASSOCIATES/THE PRA GROUP
Hayward, California
Senior Project Engineer, November 1990 to July 1993. Responsible for managing an
engineering staff, administrative personnel, concrete and soil laboratory, and field
technicians/special inspectors. Performed project management of geotechnical studies,
construction observation and testing materials, special inspection services, and
preparation of reports for expert witness testimony. Also set-up a concrete testing
laboratory. Generally consisted of managing the special inspection of drilled pier
foundation systems and post-tensioned foundation systems.
Senior Staff Engineer, May 1989 through November 1990. Performed project level
geotechnical assignments consisting planning and preparing the geotechnical proposals,
conducting the field explorations, and preparing the geotechnical reports. Other related
work consisted of performing project level construction observation and material
testing/special inspection to assure compliance with plans and specifications. Generally
consisted of managing post-tensioned foundation systems.
October 1 988 - May 1989
Assistant Civil Engineer
CITY OF PITTSBURG
Pittsburg, California Assisted City Engineer with various city projects, performed various
plan checking for private and city projects and managed the operation of under grounding
of overhead utilities. Other related work consisted of field inspection of grading
operations and drafting of city projects.
January 1987 - October 1988
Staff Engineer
BALBI & CHANG ASSOCIATES
Cordelia, California
Performed project level geotechnical assignments and environmental site assessments.
Also performed field technician duties consisting of special inspection and material
testing and observation services. Special inspection services included masonry
construction, reinforced concrete structures, and drilled pier and post-tensioned
foundation systems.
�Korbmacher Engineering, Inc.
•
CITY OF BURLINGAME
City Hall — 501 Primrose Road
Burlingame, California 94010-3997
July 29, 2015
Jim Fitzpatrick
Public Storage, Inc.
Real Estate Group
701 Western Avenue
Glendale, CA 91201
Re: 1811 Adrian Road
Dear Mr. Fitzpatrick,
C1TY
�r : �t 1
M1, ; �:°
`...o,,..
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 June 8, 2015; Pla�ning Commission
approval of your application for Mitigated Negative Dec�aration, Conditional Use Permits for use and floor
area ratio and Parking Variance became effective June 18, 2015. This application was for an addition to an
existing commercial building for a self-storage service use at 1811 Adrian Road, zoned RR.
The June 8, 2015, 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 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 an� meet recycling requirements; any partial or full demolition of a structure,
interior or exterior, shall require a demolition permit;
k` Register online to receive City of Burlingame e-mail updates at www.burlingame.org "�
July 29, 2015
1811 Adrian Road
Page 2
8. that the applicant shall comply with Ordinance 1503, the City of Burlingame Storm Water
Management and Discharge Control Ordinance;
9. that the project shail 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 shali 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 Planning Division; and
Miiigation Measures from Inifial 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 Compatibiliry Program so that
construction will achieve an indoor noise level or 45 dBA, or less, as measured for aircraft noise
events.
All site improvements and construction work wiil 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,
, � .- � �
, %; ?,
;�� '' e,-
r
William Meeker
Community Development Director
c. Scott Mommer
Lars Andersen & Associates
4694 W. Jacquelyn Avenue
Fresno, CA 93722
Chief Deputy Valuation, Assessor's Office
(5.84 ACS MOL PTN OF LOTS 4 5 6 7 8 BLOCK 6 MILLSDALE INDUSTRIAL PARK UNIT NO 3
RSM 41/45 46 CITY OF BURLINGAME; APN: 025-169-050)
File
M
�.� Register online to receive City of Burlingame e-mail updates at www.burlingame.org _�_
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 praject.
Reviewed by
Date: 12-23-2014
Project Comments
Date:
To:
From:
November 13, 2014
� Engineering Division
(650) 558-7230
X Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
� Fire Division
(650) 558-7600
0 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:
j'�On your plans provide a table that inciudes the following:
U 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
The building's Type of Construction is shown as Type VB; fhis is incorrect. The
information on the Allowable Area and Fire Separation Distances was not found
on the plans. Provide the requested information. In addition, based on the
information that you provide, show that the building will nof exceed the maximum
aflowahfe 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. 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
`', �ea of alteration.
When an accessib/e path of travel exceeds 200 feet, a passing space wifh a widfh
of at least 60" musf be provided. Revise the plans to show compliance with this
Code section (2013 CBC 11B-403.5.3) forifems 22, 23, and 24, above.
��
�25� Specify a level landing, slope, and cross slope on each side of the door at all
�-required entrances and exits.
All of the requesfed information was not found on the plans.
�2 . Provide complete dimensioned details for accessible bathrooms.
There are two types of bafhrooms, A complete dimensioned floor plan was shown
for only one of the bathroom types. Please provide the floor plan for the ofher
bafhroom type.
32 �Provide an exit plan showing the paths of travel
Follow-up commenf: The distance from the center of the second floor to fhe new
stairway at the back of the building and from the center of fhe second floor to the
existing stairway at the front of the building exceeds the maximum alloweable
trave! distance of 400 feef. Revise the plans to show Code compliance.
�--�;
33. EW COMMENT:
Remove a/1 references fo "Handicap", "Handicapped", or "HC" and repl ��ce 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: ���f � - � Date: 11-17-2014
Joe Cy , fl (65 �� 8-7270)
�
Project Comments
Date: August 28, 2014
To: � Engineering Division � Fire Division
(650) 558-7230 (650) 558-7600
X Building Division 0 Stormwater Division
(650) 558-7260 (650) 342-3727
� Parks Division � City Attorney
(650) 558-7334 (650) 558-7204
From: 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) lans submitted for any commercial project must be designed, we+-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 Residentiai 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.
�' 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 alterations or improvements. This la�v applies to all residential and
commercial property b'��tilt pr'ior to January 1., 1994. Details can be found at
htt�//w�vw legi�ifo ca.govf pub f 09-10/bi11/se�1/sb 0401-
0450�/sb 407 Uill 20091011 chaptered.html. Revise the plans to show
coinpiiance �svith this requirement.
4) 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.
5) Provide 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.
�(5ee 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
parking.
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
�.compliant. Provide drawings that are scaled at no less than 1/8" = 1 foot.
�23,)�pecify the accessible path of travel from the public right of way, through the
�m,ain entrance, to the area of alteration.
��-1'JPecify an accessible path of travel from all required exits to the public right of
. ._
way.
24 pecify 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
,,- equired entrances and exits.
�2.� Specify accessible countertops where service counters are provided
' 7 Provide complete dimensioned details for accessible bathrooms
Provide complete, dimensioned details for accessible parking
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.
;-��fhe second exit appears to terminate at the rear of the property. Provide an exit
plan which shows accessible path of travel from the exit to the public right of way
per 2013 CBC 1007.2.
3�� 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
adclress 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. � � „
Reviewed by:
Date: 9-8-014
Project Comments
Date
To:
August 28, 2014
� Engineering Division
ic�fii ��� 3 )9n
� v:.,:� ....-, c.,..
� Building Division
(650) 558-7260
0 Fire Division
i��nl �yO SC�n
� v.;v� - • vv:;
0 Stormwater Division
(650) 342-3727
0 City Attorney
i�_3jJi 7`�r5ti-1'�7i�i
X Parks Division
��-
I @;_?j_ii _5_�-f � =K}
From
Planning Staff
Subject: Request for Conditional Use Permit & Parking Variance for a self-
4..r..re.. ' .s..:..F:r�" �.. ' I 1..� ��I.J: � AO/►I1 A_,J �.....J
Si�haYc i.iS� iii clii Gni�ii�nti i..viiiiif Il,lcil vl.�IfU1`lu a ivvv riiiiioii i�voii_
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
� Engineering Division
(650) 558-7230
0 Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
Planning Staff
X Fire Division
(650) 558-7600
� Stormwater Division
(65�J) 342-3727
0 City Attorney
(650) 558-7204
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 field inspection.
Reviewed by: C. Reed
� �� �
�
Date: 9/4/14
Project Comments
Date: 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
� Parks Division � City Attorney
(650) 558-7334 (650) 558-7204
From: 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. 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
0 Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
Planning Staff
Q 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 (O&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 buiiding 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 COUNTI'WI�E
Water Potlutlon
Prevention Program
C.3 Regulated Projects Checklist
Municipal Regional Stormwater Permit (MRP)
Stormwater Controls for Development Projects
��` �r�..a i�,p ��CITY OF BURLINGAME — OFFICE OF
_ ,` a_,,, q aY ENVIRONMENTAL COMPLIANCE
1103 AIRPORT BLVD
'�{O`�l �. �� 201� sso-saz-s�z�
FAX 650-3423712
_}�+RLINGAP�hE
I. Applicability of C.3 and C.6 Stormwater�Requirements
I.A. Enter Project Data (For "C.3 Regulated Projects,"data will be reported in the municipality's stormwaterAnnual 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:
I.A.7 Applicant Phone:
I.A.B Development type:
(check all that appiy)
I.A.9 Project Description3:
Public Storage - Burlingame
1811 Adrian Road
025-169-050
Public Storaqe
I.A.4 Project Watershed:
701 Westem Avenue, Glendale, CA 91201
(818) 224-8080x1476 . Applicant Email Address: jfitzpatrick@publicstorage.com
�Residential�C}ommercial 0 I dustrial ❑ Mixed-Use ❑ StreeURoad ❑ Other, specify:
'Redevelopment' as defned b RP: creating, adding and/or replacing
�Exterior existing impervious surface on a site where past development has occurred'
❑'Special land use categories' as defined by MRP: (1) auto service facilitiesZ, (2) retail gasoline
outlets, (3) restaurantsz, (4) uncovered parking area (stand-alone or part of a larger project)
Existing warehouse to be converted into 2-story se
(Also note and past to the parking lot.
orfuture phases ofthe
project.)
I.A.10 Totai Area of Site: 3.197 (lease area) acres
e facility with minor renovations
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?
I.B.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):
Ta6le of /m ervious and Pervious Surfaces
a b � 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 � 506
Impervious'sidewalks, patios, paths; driveways 31,628 1,8�'4� 5,838
Impervious° uncovered parkings 10,738 / 3,973 '3,768 N/A
Streets (public) N/A �N�f� ��N/}�'
Streets (private) N/A N/A N,A
Totals: 116,901 5,817 � 10,112 � 19,026
Area of Existing Impervious Surface NOT repiaced 104,303 N/A
Total New impervious Surface (sum oftotals forcolumns b and c): 15,929 ✓
� RoadwaV projects that replace existing impervious surface are subject to C.3 requirements only if one or more lanes of travel are added.
2 See Standard Industrial Classification (SIC) codes here
3 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 defned
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.
5"Replace" means to install new impervious surface where existing impervious surface is removed. "ConstrucC' means to install new impervious
surface where there is currently no impervious surface.
�' � 3 I�
Update approved December4, 2012
I.B. Is the project a"C.3 Regulated Project" per MRP Provision C.3.b? (continued)
C.3 Regulated Project Checkiist
Yes No
I.B.2 In Item I.B.1, does the Total New Impervious Surface equal 10,000 sq.ft. or more? If YES, skip to
ltem 1.8.5 and check "Yes." If NO, continue to Item 1.8.3.
I.B.3 Does the Item I.B.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.8.5 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 NO, go to Item I.B.S and check "No." If
YES, go to Item 1.8.5 and check "Yes."
1.B.5 Is the project a C.3 Regulated Project? If YES, skip to Item 1.8.6; if NO, continue to Item I.C.
� ❑
❑ ❑
❑ ❑
11
■
1:/
I.B.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 control and treatment requirements apply to the
whole site; if NO, these requirements apply only 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 1.8.5, 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.S, 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, Lcw 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 Iand7 (See Item
I.A.10j. If Yes, obtain coverage under the state's Construction General Perm;t at
https://smarts.waterboards.ca.qov/smarts/faces/SwSmartsLoqin.fsp. Submitto
the municipality a copy of your Notice of Intent and Storm Water Pollution
Prevention Plan (SWPPP) before a grading or building permit is issued.
I.E.2 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 construc�ion_ 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 (Octoi�er 1 through
April 30).
2 Update approved Decembe� 4, 2012
C.3 Regulated Projecf Checklist
11. 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
implement siie design measures, which may be required at municipality discretion. Startrng December 1, 2012, projects that
create and/or replace 2,500 — 10,000 sq.ft. of rmpervious surface, and stand-alone single family homes that create/replace
2,500 sq.ft. or more of impervious surface, must include one of Site Design Measures a through f. Consult with municipal staff
about requirements for your projecf.)
II.B.1 Is the site design measure included in the project plans?
a. Direct roof runoff into cisterns or rain barreis and use rainwater for irrigation
or other non-potabie use.
b. Direct roof runoff onto vegetated areas.
c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas.
d. Direct runoff from driveways and/or uncovered parking Iots onto vegetated
areas.
Yes No
❑ X❑
O �
� ❑
� ❑
❑ �
e. Construct sidewalks, walkways, and/or patios with permeable surfaces.
f. Construct bike lanes, driveways, and/or uncovered parking lots with
permeable surfaces.
g. Minimize land disturbance and impervious surface (especially parking lots).
❑ X❑
❑ 0
❑ �
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 42 of the C.3 Technical Guidance)
I. Self-retaining area (see Section 4.3 of the C.3 Technical Guidance)
� ❑
� ❑
m. Plant or preserve interceptor trees (Section 4.1, C.3 Technical Guidance)
7 See MRP Provision C.3.a.i(6) for non-C.3 Regulaled 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 create/replace 2,500 sq.ft. or more of impervious surface.
3 Update approved December4, 2092
C.3 Regulated Project Checklist
II.C. Select appropriate source controls (Applies to C.3 Regulated Projects; encouraged for otherprojects. Consult municipal staff B)
Are these Features that
features in require source
project? control
measures
Yes No
❑ ❑X Storm Drain
� ❑ Floor Drains
❑ 0 Parking garage
0 ❑ Landscaping
� � Pool/SpalFountain
❑ � Food Service
Equipment
(non-
residential)
❑ 0 Refuse Areas
❑ � Outdoor Proce:
Activities 10
❑ � Outdoor
EquipmenU
Materials
Stora e
❑ x❑ Vehicle/
Equipment
❑ ❑X Vehicle/
Equipment
Repair and
Maintenance
❑ � Fuel
Dispensing
Areas
X❑ ❑ Loading Docks
� ❑ Fire Sprinklers
� ❑ Miscellaneous
Drain or Wash
Water
❑ � 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 sewerg [or prohibit].
Piumb 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 desiqn 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
prevent 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 dischar e 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 instali 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) minimaily 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 fuelinq 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 buiidinq.
Design for discharge of f re 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.�
• 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 Architecturai Copper."
Is source control
measure included
in project plans?
P!an
Yes No SheetNo.
❑ ❑
� � tbd
❑ ❑
� ❑ 6
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
� ❑ 2
❑ ❑ tbd
❑ 0
❑ ❑
8 See MRP Provision C.3.a.i(7) for non-C.3 Regulatetl Projects and Provision C.3.c.i(1) for C.3 Regulated Projects.
9 Any connection to the sanitary sewer system is subject to sanitary district approval.
�� Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facilities.
4 Updafe approved December 4, 2012
C.3 Regulated Project Check/isf
II.D. Implement construction Best Management Practices (BMPs) (Applies to all projects).
Yes No Best Management Prectice (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 ��L �I'7�„s N�+^L
� ❑ Temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established.
� ❑ Delineate with fieid markers clearing limits, easements, setbacks, sensitive or critical areas, buffer zones,
trees and drainaqe 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, flling, clearing of vegetation, and storage and disposal of
excavated or cleared materiai;
• Specifications for vegetative cover & mulch, include methods and schedules for pianting and fertilization;
• Provisions for temporary and/or permanent irri ation
❑ � Perform clearing and earth moving activities only during dry weather.
� ❑ Use sediment controls or fltration to remove sediment when dewatering and obtain all necessary permits.
� ❑ Protect all storm drain inlets in vicinity of site using sediment controls such as berms, fber rolls, or flters.
� � 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 mulchinq or other measures as appropriate
� ❑ Limit construction access routes and stabilize designated access points.
� ❑ 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. i
9
X❑ ❑ Contractor shall train and provide instruction to all employees/subcontractors re constructioR 3MPs. !�
� � Control and prevent the discharge of all potentiai pollutants, including pavement cutting waste's, 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/infeasibility of Infiltration and Rainwater HarvestinglUse (Applies to C.3 Regulated Projects ONLY)
Except for some Specia! Projects, C.3 Regulated Projects must include low impact development (LID) treatment measures. LID
treatment measures are raimvater harvesting, infiltration, evapotranspiration, and biotreatment (i.e., landscape-based treatment with
specia/ soi/s). Biotreatment rs allowed ONLY if it is infeasible to treat the amount of runoff specified in Provision C.3.d with rainwater
harvesting, infiltration, and evapotranspiration.
Yes No NIA
II.E.1 Is this project a"5pecial ProjecY'? (See Appendix J of the C.3 Technical Guidance for
criteria.)
➢ If No, continue to Item II.E.2. � � �
➢ If Yes, or if there is potential that the project MAY be a Specia! Project, complete the
Special Projects Worksheet.
II.E.2 Infiltration Potential. Based on site-specific 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? � � �
➢ IfYes, continue to II.E.3.
➢ If No, complete the Infiltration Feasibility Worksheet. If infilfration of the C.3.d
amount of runoff is found to be feasible, skip to II.E.B; if infrltration is found to be
infeasible, continue to II.E.3.
" If no site-specifc soil report is available, refer to soil hydraWic conductivity maps in C.3 Technicaf Guidance Appendix I.
5 Update approved December4, 2012
C.3 Regulated 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 lI.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 I.B.6 indicates that 50% or more of the existing impervious surface will be replaced
with new impe[vious 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 Potential Rainwater Capture Area, in acres.
II.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 32.
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?
➢ !f Yes, continue.
➢ If No, it may be possible to meet the treatmenf requirements by directing runoff
from impervious areas to self-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 runoff for irrigation. Skip to 11. E.7.
N/A
0.366
0.426
1.17
Sq. ft.
Sq. ft.
�Acres
Acres ��'ac,-
"� Acres
❑x Yes ❑ No
✓
, �i L4 L I, i ��-
II.E.6 Indoor Non-Potable Uses: Feasibility of Rainwater Harvesting and Use (check the box forthe applicable project
type, fhen fill in the requestedinformation and answerYhe question):13
❑ 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?
� b. Commercial Project
i. Floor area (total interior post-project square footage):
ii. Divide the amount in (i) by Potentiai Rainwater Capture Area (II.E.4.c):
iii. Is the amount in (ii) LESS than 84,000?
❑ c. School 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 27,000?
Units
Du/ac
❑ Yes ❑ No
/
506 Sq.ft.
1,383 r� Sq.ft./ac
0 Yes ❑ No
Sq.ft.
SG.ft./ac .
❑ Yes ❑ No
12 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 December4, 2012
C.3 Regulated P�oject Checklist
II.E.6 Indoer 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 Project14
i. Number of residential dwelling units and commercial floor
area:
ii. Percentage of totai interior post-project floor area serving
each activity:
Gal.
❑ Yes ❑ No
Residential Commercial
Units
%
Sq.ft.
%
iii. Prorated Potential Rainwater Capture Area per activity
(muitiply amount in II.E.4.c by the percentages in [iij): Acres Acres
iv. Prorated project demand per impervious area (divide the
amounts in [i] by the amounts in [iii]): Du/ac 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 applicable project type, rainwater harvesting for indoor use is
considered infeasible unless fhe project includes one or more buildings that each have an individual roof area of
10,D00 sq. ft. or more, in which case further analysis is needed. Complete Sections II.E.S and II.E.6 of this form for
each such building, then coniinue to II.E.7.
➢ If you checked "No" for the questron applicable to the type of project, rainwater harvesting for rndoor use may be
feasible. Complete the Rainwater Harvesting Feasibility Worksheei, 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.E2, II.E.5, or II.E.6, indicate the analysis that is
conducted and attach the applicabie form or other documentation (check all that apply):
❑ Special Projects Worksheet (if required in II.E.1)
❑ Infiltration Feasibility Worksheet (if required in II.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-potab�e
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 fhe above evaluation, infiltration of the C.3.d amount of runoff is (check one):
X❑ Infeasible ❑ Feasible
''a For a mixed-use project involving activities other than residential and commercial activities, follow the steps for residentiaUcommercial
mixed-use projecls. Prorate the Potential Rainwater Capture Area for each activity based on the percentage of the project serving each
activity.
� Updaie approved December 4, 2012
II.E.9 Finding of Rainwater Harvesting and Use Feasibility/lnfeasibility
� 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 (II.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.
❑ Evalua�ion 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 finding 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 fnding 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 stormwaterif siie 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 �n the project.
Yes
❑
C.
u
No
�
❑�
u
Is the project a Special Project? If yes, consult with municipal staif 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 methodi5, and percentage of the amour�t of runoff specified in Provision C.3.d that is
treated:
Non-LID Treatment
❑ Media filter
❑ Tree well filter
Hvdraulic sizinct method15 % of C.3.d amount of runoff treated
Is it infeasible 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 biotreatment measures to be used, and the hydraulic sizing method:
Biotreatment Measures
0 Bioretention area
C.3 Regulated Project Checklist
Hvdraulic sizinq method15
Simplified Method - 4% Rule
❑ Flow-through planter
❑ Other (specify):
Is it feasible to treat the C.3.d amount of runoff using either infiltration or rainwater harvesting/use (see II.E.B
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
❑ Bioinfiltration16
❑ Infiltration trench
❑ Other (specify):
II.F.2 Alternative Certification (to be completed by municipal staff): 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 staff7
❑ Yes ❑ No Name of Reviewer
15 Indicate which of the following Provision C.3.d.i hydraulic sizing methods were used. Volume based approaches: 1(a) Urban Runoff Quality
Management approach, or 1(b) 80 % capture approach (recommended volume-based approach). Flow-based approaches: 2(a) 10% of 50-year
peak flow approach, 2(b) Percentile rainfail intensity approach, or 2(c) 02-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 bioinfiltration.
8 Update approved December 4, 2012
C.3 Regulated Project Checklist
II.G. Is the project a Hydromodification Management" (HM) Project? (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 Item II.G.2.
� No. Skip fo Item 1l. G.5 and check "No."
II.G.2 Is the total impervious area increased over the pre-project condition? (Refer to Item I.B.1.)
� Yes. Continue to /tem lI.G.3.
❑ No. The project is NOT required to incorporate HM measures. Skip to Item 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."
x0 No. Attach map, indicating project location. Skip to Ifem G.5 and check "No."
❑ Further analysis required. Continue to Item G.4.
II.G.4 Has an engineer or qualified environmentai professional determined that runoff from the project Flows only through a
hardened channel or enclosed pipe along its entire length before emptying into a watenvay 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 Project?
❑ Yes. The project is subject fo HI�A requirements in Provision C.3.g of the Municipal Regional Stormwater Permit.
� No. The projecf is EXEMPT from HM requirements.
➢ If the project rs subject to the HM requirements, incorporate in the project flow duration stormwater control measures
desiqned such that post-project stormwater discharge rafes and duraiions match pre-project discharge rates and
durations. The Bay Area Hydrology Model (BAHM) has been developed to size flow duration controls. See
www. bavareahvdroloavmodei om. Guidance is provided in Chapter 7 of the C.3 Technical Guidance.
Name of applicant completing the form: �im Fitzpatrick
5ignature: patA tb� jb.�.d,
II.H.Confirm Operatlons and Maintenance (O&M) Submittals (for municipal staff use only):
II.H.1 Stormwater Treatment Measure and/HM Control Owner or Operator's Information:
Name:
➢ Applicant must call for inspection and receive inspection within 45 days of instaflation of treatment measures and/or
hydromodification management controls.
The following questions apply to C.3 Regu/ated Projects and Hydromodification Management Projects.
Yes No N/A
II.H.1 Was maintenance plan submitted? � � �
II.H.2 Was maintenance pfan approved? � � �
II.H.3 Was maintenance agreement submitted? (Date executed: ) � � �
➢ Attach the execufed maintenance agreemenf 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 deve�oped (made more impervious). The effects of hydromodification include, but are not limited lo, increased bed and bank erosion, loss of
habitat, increased sediment transport and deposition, and increased flooding. Hydromodification management control measures are designed
to reduce these effects.
9 Update approved December 4, 2�12
C.3 Regulated Projeci Checklist '
III. Incorporate HM Controls (if required)
Are the applicable items in Pians?
Yes No NA
�� �
❑ ❑ ❑ 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
� � � Soils report 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 (ailowable) 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
responsible 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): �,�, ���`^^� ��
��� �
r s�-�-w��.
For C.3 Regulated Projecfs and Hydromodi�cation Management Projects, indicate the dates on hich the Applicant submitted
annual reports for p�oject O&M.
V. Comments (for municipal staff use only):
�U J/o f1n, � �-,-�-- ` f" �'-�^'I
�iE� vY��q�-i'Gi, 4 I (/S 1 i/�C.Q 1,, S
VI. NOTES (for municipal staff use only):
Section I Notes:
Section II Notes:
Section III Notes:
Section IV Notes:
Section V Notes
3`bu.� C� 01'� t'1� e-rCti
VII. Project Close-Out (for municipal staff use only):
VI1.1 Were fnal 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 Pro;ecf Checklist
VII. Project Close-Out (Continued -- for municipal staff use only):
Name of staff confirming project is closed
Signature:
Name of 0&M staff receiving information:
Sig
Appendices
Appendix A: O&M Agreement
Appendix B: O&M Annual Report Form
� � Update approved December 4, 2012
Page H-3
� Project Comments
Date: August 28, 2014
To:
� Engineering Division
(650) 558-7230
� Building Division
(650) 558-7260
� Parks Division
(650) 558-7334
d Fire Division
(650) 558-7600
X Stormwater Division
(650) 342-3727
� City Attorney
(650) 558-7204
From: 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
Staf�f 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 repiace, 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, checklist, flyers and factsheets and additional resources are available for
download at http://v�v.flawstobay.org/newdevefopment .
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/construction .
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 downloaci at
http:l/flowstobay.orqtnewdevelopment .
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 �� Date: 9/4/2014
Page 2 of 2
1
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Stormwater Controls
Stormwater runoff from urbanized areas is a major source of pollution to local creeks and San Francis�o Bay. To
comply with the Municipal Regional 5tormwa#er Permit (fvTRP), issued by the Regional Water Quality Control
6oard in 20D9, locai agencies in San Mateo County require development projects to incorporate appropriate
stormwater controls. These may irdudethe following:
s; _ .
�., -
1. Site Desi�n Measuresare permanentfeatures that reduce water ���
h�'�
quality impacts by: �
• Reducing impervious surfaces � .�'` ^�,�,,.___
a ",,
• Directing runoff rrom impervious sur#aces to vegetated areas �-�,� �-'
2. Source Controls pr2vent potential �oll�tart sources from contacting =�' '
rainfall and stormwater. Examples include: -
• Roofed trash endosures ,�
• Pest-resistantJandscaping _ , , , ,,
Peri�ions Pa��ers in South San Fi ancisc�
• Sanitary sewer drains for vehicle wash areas
3. Stormwater Treatment Measures are engineered systems
that re�nove pol�utants from storm�vater before it reaches a
storm drain, creek, or the Bay. The treatment measures
_ selected must be Low Imuact Development (LID) techniques
(see box at right) except r'or certain types of projects:
4. Hvdromodification Mana�ement IHM) rzdu�es eroslve
flowsin creeks that can occur wnen amounts of impervious
sur`ace on a pro�ect site are increased.
S. Construction Site Controls required during the construction
'Low Impact Development (LID).technigues
reduce stormwater runoff and mimic a
site'spredevelopment hydrology. LID
treatment options include infiltration,
evapotranspiration, and rainwater
harvesting and use, and where these are
infeaslble, 6iotreatment may be used.
phase of praject indude: ,
• Contro� o` erosion on slopes andJor areas of exposed soil.
• 1<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 morz must comply;with the State Construction General Pe�mit. Fo� more information on
the Construction General Permit, visrt wwws�,vrcb.ca.�ov/water issues/p�o�rams/srorm��+at�r/cons��uction shtml
. Determining project Requirements
To determine if Stormwater Control Requirements apply to your project and identify appropriate controls,
municipality staff will ask you to fill out either: ' -'
• The Stormwater Checklist for Small Projects for singlefamily homes, projects that create and/or
rvew replace 6etween 2,500 and 1D,OOD so,. ft. of impervious surface, and "special iand use projects" (see
page 2) that create and/or replace between 2,500 and 5,000 sq. ft of impervious surface:
• The C.3 Regulated Projects [hecklist for p�ojects that �reafe and/or replace l0,OD0 sq: ft. or more of
impervious surfa�e, and "special fand use pro�ects" (see page 2) that create and/or replace 5;000 sq. ft.
or more of impervious surface.
Current Stormwater Quality Control Requirements �
, �..��', , ,. � � . ` �_ .. . _..' _ . ., ,. ___ .. �'` ._. _._ � .... .
• 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,D00 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 outiets
Where infiltration, evapotranspiration, and rainwater harvestir {; 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 6iotreatment 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 Eamily Home Projects (Effective December l, 2012) apply`to:
■ Projects that create and/or replace at least 2,500 square feet, but'less than 1QOQ0'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 bne of the following site design measures:
1. Direct roofrunoff into cisterns or rain barrels:
2. - Direct roof runoff into vegetated arees
3 Direct runoff from {sidewalks, vdalkways, and/or patlos onto vegetated areas.
4. Direct runoff from driveways/uncovered parkingiots onto vegetated areas.
5, Construct sidewalks; walkways, and/or patios with:permeab{e surfaces.
6. Construct bike lanes, driveways, and/or untovered parking lotswith permeable surfaces
No treatment measures are required for these projects:
For More Information:
• Contact the San Mateo Countywide Water Pollution Prevention Program at F� � y, °'�
www.flowstobay.or� (For the New Development webpage, clid< on ;� � w� ; i }
"Businesses", then "New Development". For a list of local contacts for new 7�k } �+��� �"�i� �
development, click "local permitting agency".) ,��, +�'': � '
� ,�, � '�:, � � r ; ,�
• The Stormwater Checklist for Small Projects, the C.3 Checklist for Regulated }, � 4,:, ' '`
Projects, the C.3 Technical Guidance Manual, and other guidance s,�>i =�� .�exa 'a '�«'�� :::�'
documents are provided on the New Development webpage. Bime�enrion s��sYe�n in Burlirigmne
'Auto servlce facilities incl�de those described 6y the following Standard Industrial Classification �SIC) codes:
Ci3, �01�i, ^�1 ./5�2, 15:3, I �-i,3r;,�.3/, >3 f'a
+ iiit?''c:��:9rar;v�-.,,�.a,-
.,`"°"`:y�c��a.a.�-'
afv.^i�r?'o'si!.r�st�r�
�#�Rx��:�tiGr�; N:�c;;;:�t,sra�
�.: ._ ,:
Requirements for Architectural Copper
Protect water quality during installation, cleaning, treating, and washing!
Copper from Buildings May I�arm 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.
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8uilding v,�iih copper f'�sning, �
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.
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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.
� , :: �„ r�F��,�, � . ;��� �
"`---'-_-=�� - - - -
--=F.-_.�:.: __...,--'
P otc cred � Don Edwards Nal onal �Wldlile Sancluary
Contact Information
The San Mateo Countywide Water Pollution Prevention Program lists municipal stormwater contacts at
www.flo�n,�stobay.orq (click on "Business", then "New DevelopmenY'; then "local permitting agency").
FINAL February 29, 20i2
„�;,; ,:��r
�¢�daier Pollu�lan
Preventi�n Pr�gr�r�
Clean Water ... ,.�� „
������:�������� ��� I���r���� ���.� I�� ������� ( _ �s)
Consuuction �rojecte are required to implement the stonnwate� Liest mluaacn�ent practices (f3MP) on thi� page, as
1FZate��ials 6c �4'as[eMxnagement
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lund; cape malerial rcilhin 7 Jays habre a
fnrtcast rain n�cnl nr darinc a�ei �rcalh.^.
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i'ximinp C7.�rnu0 xnd Rumur�l
❑r -i b r ����i
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a
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e���n � ��,d,�n��i>.n�.�,�,��r
cees liyuld= u:lrucndaus :�•ns�e.
❑ Px � chips anA ri.n fm c_hx.a.dm�
drysu�ippiu,andsatAnla��ilncmaybe �
,.,,pi uV u cnllecmJ iu pixr. c �Lvp
cloilu aW dispoycJ of as v�nnl�.
❑ f:lii�mir.nl �aiiii�vi��in;.re.iJ�ir.and H»��.s
nnd diis�. li�om ir.nrin-� pni��ls m ��ninl.t
, ' 'ec I.nd.mcrcurv, arinlnLL�liin
��;�b��a���o.cnnr�shn»�d�u „a:��.
Lrad bv.vod pninl rmio.el roquirce e s�ea-
�C\'ViiF1'IR�
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mf. ('um A��ratcr F<p .�cUo ix m�i4i
b� Ncpul� mxnn6oJ nnd �v^ecJ, �Wcn
���.,�il�teeiuJJeiv ii�,J��Wuive;ei
IanJswprJ xrea ur ��uiuiq� ::e�.�cc 1 f
Jivdix _L�g In We snuirnry s call 70� r
Ineai �+ . �'vlcru'c:�nncLf nl.�n .
Ll flivcrt nin`an ��, r, nil.�itc nwa��
i n au Jlsa�nc�d amss �
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arPrm'al f�n�n tl I c.:l mui ir Palii��
hcl'nrr. di:r.hnning �+'ac-'r �o a s�, e�l pvua'
n. �iln-.� _ m di�� ,��n
ihmu�hu�Fns �n��l;, s;diinrni rnp
y M1c ��c���i n
❑ W�arra. uflmm+m nr..uspuned
.oi�mudnxHnu, :au 5mn �oaxl sseney m
daleemine whethrz die;,i'rn�m na�ec nmsi
ti� «.a�d. r„��, a e. a�� ��a
. o� •.oncr=e unu Iw� �_ „i.
vc,n,�ni,ndp . �di,,.�,�..