HomeMy WebLinkAboutWQMP Arco Gas Station Car Wash Fb� T
�.�� WATER QUALITY MANAGEMENT PLAN CHECKLIST
� �-��� �� � Public Works Department
�� �
�a ` NPDES Program
�' f
��-, � �,% 43200 Business ParkDrive, Temecula, CA.
�. -,�
Re uirement Satisfied?
WQMP REQUIREMENT Yes Na Nol
Applicable
Title Pa e
Name of ro'ect with Tract, Parcel, or other I.D. number ' 0
Owner/Develo er name, address & tele hone number �' � � -
Consultin /En ineerin firm, address & hone number �' � �
Pr arer's Re istered Professional En ineers' Stam and Si a[ure �' Q
Date W MP was re ared �' Q �
Owner's Certification
Si ned certification statement � � �
Table of Contents
Com lete and includes all fi ures, A endices A-H , and desi worksheets �' � �
Section I. Pro�ect Descri tion in narrative form
Pro'ec[ location ' �
Pro�ect size to the nearest 1/10 acre �' � �
Standard Tndustrial Classification SIC Code � 0 �
• Descri tion and location of facilities � �� �
Activities, locations of activities, materials and products to be used and stored for each Q, o Q �
activit and at each facilit , delive areas, and what kinds of wastes will be enerated
Pro'ect watershed and sub-watershed - � �
� Formation of a Home Owner's Association or Pro ert Owner's Association � Q �'
Additional permits/approvals required for the project including:
• State Department of Fish and Game, 1601 Streambed Alteration Agreement;
• Sta[e Water Resources Control Board, Clean Water Act (CWA) section 401
Water Quality Certification; � � Q
• US Army Corps of Engineers, CWA section 404 permit;
• US Fish and Wildlife, Endangered Species Act section 7 biological opinion;
• Munici al Conditions of A roval A endix A. �
Section II. Site Characterization in narra[ive form
Land use desi nation or zonin �' o �
Current and ro osed ro ert use � � �
Soils report (Appendix E). (Note: A soils report is required if infiltration BMPs are Q. Q �
utilized
Phase 1 Site Assessment or summaries of assessment or remediation A endix H � � �'
Identification of Receiving waters (including 303(d) listed waters, Designated �, � � �
beneficial uses, and an RARE beneficial use waters and their existin im airments
.
Page 2 of 5
�4�°'``����� WATER QUALITY MANAGEMENT PLAN CHECKLIST
���` �� ���#;�L:
� � � �� Public Works Department
�� x� ��. -.
'., � ' ��
NPDES Program
�� �� ,�'��� 43200 Business Park Drive, Temecula, CA.
`"�.:,�::�
Re uirement Satisfied?
WQMP REQUIREMENT Yes No Not
A licable
Site Plan depicting the following project features: ��' ������������ -�`"����
Location and identification of all structural BMPs, including Treatment Control Q Q Q
BMPs.
Landscaped areas. � � �
Paved areas and intended uses. Q � Q
Number and rype of structures and intended uses. (ie: buildings, tenant spaces, � Q �
dwelling units, community facilites such as pools, reaeations facilities, tot lots, etc.)
Infrastructure (ie: streets, srorm drains, etc.)that will revert to public agency Q Q Q
ownership and operation.
Location of existing and proposed public and private storm drainage facilities
including catch basins and other inleUoutlet structures. (Existing and proposed Q � �
drainage facilities should be clearly differentiated.)
Receiving Waters locations that the project directly or indirectly discharges into. Q Q �
Discharge points where onsite or tributary offsite flows exit the site. Q Q Q
� Proposed drainage areas boundaries, including tributary offsite areas, for each - Q O O
location where flows exit the site. (Each tributary area should be clearly deno[ed.)
Pre- and post-project topography. Q O �
Appendix C (Section I�
Supporting engineering studies, calculations, reports, etc. Q Q Q
Appendix D ($ection 1n
Educational materials proposed in implementing the project-specific WQMP O � Q
Appendix E (Sections II and �
Summary of Soils Report information if infiltration BMPs are proposed Q o �
Appendix F (Section V)
Treatment Control BMP sizing calculations and design details Q � Q
Appendix G(Sections I and VI)
CC&Rs, Covenant and Agreements, or other mechanisms used to ensure the ongoing � Q �
operation, maintenance, funding and transfer of the WQMP requirements
Appendix H (Section II)
Summary of Environmental Site Assessment, Remediation, and Use Restrictions. � Q �
(End of Checklist)
•
Page 5 of 5
� Project Specific
Water Quality Management Plan
For: CARWASH- Arco Gas Station
40212 WINCHESTER ROAD, TEMECULA, CA 92592
DEVELOPMENT NO. PA 09 — 0287 & PA 09-0288
DESIGN REVIEW NO. LDll-031GR
Prepared for:
• Nicofas Service Station, LP
224 Joy St
Corona, CA 92878
Telephone: (951) 280-3833
Contad : Hagop Kofdarali, Managing Partner
P �FESSIOryq�� ,
Prepared by: Q �. KOIT '�C
A.J. Koltavary/ Civil Engineers �<v� �,� n J�, 2�
Andrew J. Koltavary, PE � Q` I�� ` 9 -c m
27 Orchard Suite 109 `!' z✓ pC,S�� *
Lake Forest, CA 92630 y a ' � ��p313 11i =
Telephone: (949) 716-9990 X 305 s C1v ��, a Q-
,� T F G F G P�'�� -
WQMP Preparation/Revision Date:09/03/09, 03/28/11, 08/17/ll
•
Water Quality Management Plan (WQMP)
• caRwasH- Arco Gas Station
ENGINEER'S CERTIFICATION
'9 certify under penalty of law that this document and al( attachments and appendices were
prepared under my direction or supervision in accordance with a system designed to ensure that
qualified personnel properly gather and evaluate the information submitted."
/ad- ^`'e� O �. �.� • zo r r
Andew L Koltavary, RCE 571 Date �
•
-.
Water Quality Management Plan (WQMP)
CARWASH- A� CO G8S $ �tlOn
•
OWNER'S CERTIFICATION
This project-specific Water Quality Management Plan (WQMP) has been prepared for.
Nicolas Service Station, LP
by Andrew J. Koltavary PE for the project known as CARWASH- AI'CO G85 Stdtl011 at
40212 WINCHESTER ROAD, TEMECULA, CA 92592.
This WQMP is intended to comply with the requirements of City of Temecula for PA, which
inciudes the requirement for the preparation and implementation of a project-specific WQMP.
The undersigned, whi(e owning the property/project described in the preceding paragraph, sha((
be responsible for the implementation of this WQMP and will ensure that this WQMP is
amended as appropriate to reflect up-to-date conditions on the site. This WQMP will be
reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and
service contractors, or any other party (or parties) having responsibility for implementing
portions of this WQMP. At least one copy of this WQMP will be maintained at the project site
or project office in perpetuiry.
The undersigned is authorized to certify and to approve implementaCion of this WQMP. The
undersigned is aware that implementation of this WQMP is enforceable under City of Temecula
Water Qua(ity Ordinance (Municipal Code Sec[ion 8.28.50).
� [f the undersigned transfers its interest in the subject property/project, its successor in interest the
undersigned shall notify the successor in interest of its responsibility to implement this WQMP.
"[, the undersigned, certify under penalty of law that the provisions of this WQMP have been
reviewed and accepted and that the WQMP will be transferred to future successors in interest."
�� �,� �/ z/I
Owner�s Signatu�re Date
Haeoo Kofdarali ManaPinY Partner
Owner's Prin[ed Name Owner's Title/Position
Nicolas Service Station, LP
224 ]oy St
Corona, CA 92878
(951)280-3833
Contad : Hagop Kofdarali, Managing Partner
_:.
• CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
r :.�,re.�c�
Y
� State of Califomia
� Countyof�����s��t� } �
�� OnC ' � �'J � before me, ��� L� �� VCC.-�-��•�c1,( k�L�. I�?��U�
� Date � -I Here Insert Name and Title oi ine OHic
I� personally appeared �lC1�L� T 1C�C�CV`�CL-�.L �
,�i Name(s� o� Signer�s�
� +
� � who proved to me on the basis of satisfactory �
evidence to be the person(s�whose name(sj_�%are �
� subscribed to the within instrument and acknowledged �
� to me that Ce/she/they executed the same in '
� KATHIEEN VALENZUELA �iS%hedtheir authorized capacity(ie�, and that by
� Cmmmisaron+1B760� �medtheir signature(� on the instrument the
Notary Puwk - Calnornia i person(� or the entity upon behalf of which the
� Riverside Counry ' persort(s�acted, executed the instrument.
fi Comm. E ires Jan 7, 2074 ��
'� I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
fi paragraph is true and correct.
� � WITNESS my hand and official seal.
�� Signature�� � � -Q Q ���� �/1�1, � ��%�-
Place No�ary Seal antl/or S�amp Above SignaWre ol Notary Public �
fi OPTIONAL
Though the inloimation below is nof required by law, it may prove valuable to persons relying on the documenf
fi and could prevent lraudulent removal and reattachment ol this form to another document. �
� Description of Attached Document
fi Title or Type of Document:
� Document Date: Number of Pages:
fi Signer(s) Other Than Named Above:
fi Capacity(ies) Claimed by Signer(s)
� Signer's Name: Signer's Name:
�,� ❑ Corporate Officer — Title(s): ❑ Corporate Officer — Title(s): i
fi ❑ Individual ❑ Individual
❑ Partner — 0 Limited ❑ General rop of m�mb ❑ Partner — � Limited ❑ General rop of m�mb ne�e '
i � ❑ Attorney in Fact ❑ Attorney in Fact
� ❑ Trustee ❑ Trustee .
i� ❑ Guardian or Conservator ❑ Guardian or Conservator
� ❑ Other: ❑ Other:
� Signer Is Representing: Signer Is Representing:
� i
• ��u:�u.^us�.^w�
02008 Na�ional Notary Assor.iation • 9350 De Soto Ave.. P O. Box 2A02 • Cha�sworlq CA 91313-2402 • www.NationalNO�ary.org Item #590] Reorder Call TolbFree 1-800-8]6-682]
Water Quality Management Plan (WQMP)
• caRwnsH- Arco Gas Station
Contents
Section Page
I PROIECTDHSCRIPTION A-I
❑ SITFCHARACTfRIZATION A-S
III POLI.UTANTS OF CONCERN A-7
IV HYDROLOGIC CONDITIONS OF CONCC;RN A-I
V BFST MANAGGMENT PRACI'ICES /�-I I
V.I Sire Design BMPs A-I 1
V2 Source Control BMPs A-16
V3 Trea[mentCon[roIBMPs A-19
V.4 Equivalent Treatment Control Altematives A-22
V.5 Regionally-Based Treatment Control BMPs A-22
VI OPERA'fION AND MAIN'fENANCE RESPONSI1311,fPY POR TR[ATMENT
CONTROL BMPS A-23
VII FuNOiNC A-24
• APPENDICES
A. CONDITIONS OF APPROVAL
B. VICINITY MAP, WQMP SITL PLAN, AND RECEIVING WATERS MAP
C. SUPPOR'I'ING DETAtL RELATED TO HYDRAULIC CONDITIONS OP CONCLRN (IP APPI.ICA[3LH)
D. EDUCATIONAL MATERIALS
E. SOILS REPORT (IF APPL[CADLE�
F. TRBATMGNT CONTROL BMP SIZING CALCULATIONS AND DLSIGN DIiTAfLS
G. AGREEMENTS - CC&.RS, COVGNANT AND AGREEMENTS AND/OR OTIiER MECHANISMS FOR ENSURING
ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSPLR OF RGQUIRFMENTS FOR THIS PROJECT-
SPECIFIC WQMP
H. PHASF, I ENVIRONMENTAL SITE ASSESSMFN'f - SUMMARY OF SITF Rf:Mf:DIATION CONDUCTEU AND USE
f�ES'fRICTtONS
.:•
A-i
03/28/1 I
Water Quality Management Plan (WQMP)
caRwasH- Arco Gas Station
•
I. Project Description
Instructions:
The project description shall be comple[ely and accura[ely described in narra[ive form. In the field
provided on page A-3, describe and with supporting figures (maps or exhibits), where facilities will be
located, what activities will be conducted and where, what kinds of materials will be used ancUor stored,
how and where materials will be delivered, and the types of wastes that will be generated. The following
information shall be described and/or addressed i❑ the "Project Descriptiod' section of the project-
specific WQMP:
■ Projec[ owner and WQMP preparer,
■ Project location;
■ Project size;
• S[andard IndusVial Classification (SIC), if applicable;
■ Location of facilities;
■ Activities and location of activities;
■ Materials Storage and Delivery Areas;
■ Wastes generated by project activities.
•
Project Owner:
Nicolas Service Station, LP
224 Joy St
Corona, CA 92878
Telephone: (951) 280-3833
Contad : Hagop Kofdarali, Managing Partner
WQMP Preparer: A.J. Koltavary/ Civil Engineers
27 Orchard Suite 109,
Lake Forest, CA92630
TEL: (949) 716-9990 x 305
• A-1
03/28/I 1
Water Qualiry Management Plan (WQMP)
caRwnsH- Arco Gas Station
• Project Site Address: 40212 WINCHESTER ROAD
TEMECULA, CA 92592
Planning Area/
Community Name: HT-HIGHWAY TOURIST
APN Number(s): 920-100-048-8
Thomas Bros. Map: Thomas Bros. Map page 958, grid J1, 2008
Project Watershed: Santa Margarita River (HU 902)
Sub-watershed: Santa Gertrudis (902.42)
Project Site Size: 1.15 acres Gross
Disturbed Area 0.14 acres Net
Standard Industrial Classification (SIC) Code: 7542
Formation of Home Owners' Association (HOA) or Property Owners Association (POA):
Y ❑ N �
Nicolas Service Station, LP is responsible for BMP maintenance.
Additional Permits/Approvals required for the Project
• AGENCY Permit required
State Department of Fish and Game, 1601 Streambed y� N�
Alteration Agreement
State Water Resources Control Board, Clean Water Act Y❑ N�
(CWA) section 401 Water Quality Certification
US Army Corps of Engineers, CWA section 404 permit Y� N�
US Fish and Wildlife, Endangered Species Act section 7 y� N�
biological opinion
Othef (please list in the space be%w as requiredJ
City of Temecula:
Grading Permit required Y � N �
Building permit required Y� N❑
•
A-3
07/05/ll
Water Quality Management Plan (WQMP)
cartwnsH- Arco Gas Station
• Project Description
The site is an existing Arco Gas Station with a convenience store located a[ the Southeast corner of
Winchester Road and Nicholas Road. Total azea is 1.15 acres. The developer proposes to construct a
Carwash at [he south side of [he property. Approximately 0.14 acres will be dis[urbed dunng
cons[ruction. Runoff generated from the roof, entry and exi[ driveway, and excess wa[er from washed cars
will be collected by cross gutters at [he carwash entry and exit and directed into the sand filter area.
Location of [he new Buildine - Southern end of the property.
Proposed activities - Car Wash
Snecific Location of these activities- in carwash bay inside carwash building.
Location of material stora e areas- Car wash materials are s[ored in machnical room inside the car wash
building. Outside material storage areas are not proposed.
Locations of loadinQ and unloadinQ areas- AC Drive Area next to the car wash building.
Loading/unloading docks are not proposed.
Activity-specific wastes to be generated- Car wash water will be collected iuside the wash bay and
recycled. Runoff generated from the roof, en[ry and exit driveway, and excess water from washed cars
will be collected by cross gutters at the carwash entry and exit and directed into the sand filter area
Appendix A of this project-specific WQMP includes a complete copy of the final Conditions of
Approval. Appendix B of this project-specific WQMP shall include:
L A VicinSty Map ide�tifyi�g the project site and surrounding planning areas in sufficient detail
• to allow the project site to be plotted on Co-Permittee base mapping; and
2. A Site Plan for [he project. The Site Plan included as part of Appendix B depicts the
following project features:
■ Location and identification of all structural BMPs, including Treatment Coutrol BMPs.
■ Landscaped areas.
■ Paved areas and in[ended uses (i.e., parking, outdoor work area, outdoor ma[erial storage
area, sidewalks, patios, temmis courts, etc.).
o Number and type of structures and in[ended uses (i.e., buildings, tenant spaces, dwelling
units, community facilities such as pools, recreation facilities, tot lots, etc.).
■ Infrastructure (i.e., streets, storm drains, etc.) tha[ will revert to public agency ownership
and operation.
■ Location of existing and proposed public and private storm drainage facilities (i.e., storm
drains, channels, basins, etc.), including catch basins and o[her inlets/outlet structures.
Existing and proposed drainage facilities should be clearly differentiated.
■ Location(s) of Receiving Wa[ers to which Ihe project directly or indirectly discharges.
■ Location of points where onsite (or tributary offsite) flows exit the propeRy/project site.
■ Proposed drainage areas boundaries, including [ribu[ary offsite areas, for each location
where flows exils [he property/project site. Each tributary area should be cleady denoted.
■ Pre- and post-project topography.
•
A-4
07/OS/ 1 I
Water Quality Management Plan (WQMP)
• caRwasH- Arco Gas Station
Appendix G of this project-specific WQMP shall include copies of CC&Rs, Covenant and Agreements,
and/or other mechanisms used to ensure the ongoing operation, maintenance, funding, transfer and
implementation of the project-specific WQMP requirements.
•
.
A-4
03/28/1 I
Water Quality Management Plan (WQMP)
• caRwasH- Arco Gas Station
IIL Pollutants of Concern
Potential pollutants associated with Urban Runoff from the proposed project must be identified. Exhibit B
of the WQMP provides brief descriptions of typical pollutants associated with Urban Runoff and a table
that associates typical potential pollutants with types of development (land use). It should be noted that at
the Co-Permittees discretion, the Co-Permittees may also accept updated studies from the California
Association of Stormwater Quality Agencies (CASQA), USEPA, SWRCB and/or other commonly
accepted agencies/associations acceptable to the Co-Permittee for de[ermination of Pollutants of Concern
associated with given Iand use. Additionally, in identifying Pollutants of Concern, the presence of legacy
pesticides, nutrients, or hazardous substances in the site's soils as a result of past uses and their potential
for exposure ro Urban Runoff must be addressed in project-specific WQMPs. The Co-Permittee may also
require specific pollutants commonly associa[ed with urban runoff to be addressed based on known
problems in the watershed. The list of potential Urban Runoff pollutants identified for the project must be
compared with the pollutants identified as causing an impairment of Receiving Waters, if any. To identify
pollutants impairing proximatc Receiving Waters, each project proponent preparing a project-specific
WQMP shall, at a minimum, do the following:
L Por each of the proposed project discharge points, identify the proximate Receiving Water for
each discharge point, using hydrologic unit basin numbers as identified in the most recent version
of the Water Quality Control Plan for the Santa Ana River Basin or the San Diego Region.
2. Identify each proximate identified above that is listed on the most recent list of Clean Water Act
� Section 303(d) list of impaired water bodies, which can be found at website
www.swrcb.ca.gov/tmdl/303d lists.html. List all pollutants for which the proximate Receiving
Waters are impaired.
3. Compare the list of pollutants for which the proximate Receiving Waters are impaired with the
pollutants expected to be generated by the project.
Urban Runoff Pollutants:
Pollutant of Concern: Murrieta Creek is listed on the 2006 Clean Water Act Section 303 (d) List of Water
Quality Limited Segments as being impaired by Phosphorus, Nitrogen,
Iron, and Manganese. As such, these pollutants are the pollutants of
Concem for this projec[.
.•
A-7
03/28/I t
Water Quality Management Plau (WQMP)
CARWASH- A GdS Stdt10I1
� V. Best Management Practices
V.1 SITE DESIGN BMPS
Project proponents shall implement Site Design concepts that achieve each of the following:
1) Minimize Urban Runoff
2) Minimize Impervious Footprin[
3) Conserve Na[ural Areas
4) Minimize Directly Connected Impervious Areas (DCIAs)
The project proponent should identiFy [he specific BMPs implemented to achieve each Site Design concept and
provide a brief explanation for those Site Design concepts considered not applicable.
�.. ,..:,.
!n fie[d be(ow, provide nurrutive describing which sife design concepts were incorporated into project plans. !f the praject
proponent rmplements a Co-Permittee approved alternative or equally-effective Site Design BMP not specifrca(ly
descrrbed below, the Site Design BMP checkbox in Tab[e / shou/d be murked and an additiona! descriptian indicating the
nature of [he BMP and how it uddresses !he Srte Design concept should be provrded Confinue with completion of Tab/e !.
Note: The Co-Permittees general plan or ofher land use regu(ations/documents may require severa( measures !ha[ are
ejfectively srte design 6MPs (such as minrmization oJ�direclly connected impervious areas anc[/or setbacks from natura!
streum courses). The Projec[ Proponent should work with Co-Permittee smfjto determine !f [hose requirements may be
• interpreted as site design BMPs for use in this table/narrative. See Secfion 4.SJ ojthe WQMP jor udJitional guidance on
Srte Design 6MPs.
Following Table /: rf a par[icular Site Desrgn BMP cancep[ is jound to be not app/icable, pleuse provide a brief
uplanation as to why the concep[ cannot be implemented Also rnclude descriptions explaining how each included BMP
wi(1 be implemented /n those areas where Site Design BMPs reguire ongoing maintenance, (he inspection and
maintenance frequency, �he inspection criterra, and the entrty or party responsible jor implementafion, marntenance,
and/or inspection sha!l be described. The /ocatron ojeach Site Design BMP must a/so be shown on !he WQMP Site Plan
induded in Appendic B.
The project is a proposed carwash facility on an exis[ing ac pavement. "Chere will no[ be an increase in
impervious area. No natural area will be disturbed.
SITE DESIGN CONCEPT 1:
Minimize Urban Runoff - Proposed Sand filter with rock cover in existing landscape [o retain "first- flush"
runoff before discharge off site.
SITE DESIGN CONCEPT 2:
Minimize Impervious footprint- N/A
SITE DESIGN CONCEPT 3:
Conserve Na[ural Areas - There is no natural area excep[ landscape area.
SITE DESIGN CONCEPT 4:
Minimize Direc[ly Connected Impervious Area (DCIAs) - Roof drains will drain in[o landscape area adjacent to
the building.
•
A-11
07/OS/11
Water Quality Management Plan (WQMP)
• caRwasH- Arco Gas Station
Table 1. Site Design BMYs
Included
Design Technique Specific BMP Yes No N/A
Concept
Maximize the permeable area (See Section 4.5.1 of the � � �
WQMP).
Incorporate landscaped buffer areas between sidewalks � � �
and streets.
„^ Maximize canopy interception and water conservation by
a preserving existing native trees and shrubs, and planting � � �
� Minimize additional native or drought tolerant trees and large
V shrubs.
� Urban Use natural drainage systems. ❑ ❑ �
Q Where soils conditions are suitable, use perforated pipe � � �
Runoff or gravel filtration pits for low flow infiltration.
.�°��' Construct onsite ponding areas or retention facilities to
N increase opportunities for inf Itration consistent with � ❑ ❑
vector control ob ectives.
Other comparable and equally effective site design
� concepts as approved by the Co-Permittee (Note: � � �
Additional narrative required to describe BMP and how it
addresses Site Desi n conce t.
'•
A-12
03/28/I I
Water Quality Management Plan (WQMP)
� CARWASH- A�CO G8S $t8t1017
Table L Site Design BMPs (Con[.)
Induded
Design Technique Specific BMP Yes No N/A
Concept
Maximize the permeable area (See Section 4.5.1 of the � � �
WQMP.
ConsWct walkways, trails, patios, overflow parking
�., lots, alleys, driveways, low-traffic streets and other low
-tra�c areas with open-jointed paving materials or ❑ ❑ �
d permeable surfaces, such as pervious concrete,
� Minimize
o porous asphalt, unit pavers, and granular materials.
V Construct streets, sidewalks and parking lot aisles to
e Impervious
,� the minimum widths necessary, provided that public
� safety and a walk able environment for pedestrians are � � �
� Footprint not compromised.
d
..
'y Reduce widths of street where off-street parking is � � �
available.
Minimize the use of impervious surfaces, such as � � �
decorative concrete, in the landscape design.
• Other comparable and equally effective site design
concepts as approved by the Co-Permittee (Note: � � �
Additional narrative required describing BMP and how
� it addresses Site Desi n conce t.
d Conserve natural areas (See WQMP Section 4.5.1). ❑ ❑ �
Conserve
V Maximize canopy interception and water conservation
by preserving existing native trees and shrubs, and � � �
?� Natu�al planting additional native or drought tolerant trees and
� large shrubs.
O
y AreaS Use natural drainage systems. ❑ ❑ �
..
y Other comparable and equally effective site design
concepts as approved by the Co-Permittee (Note: � � �
Additional narrative required describing BMP and how
it addresses Site Desi n conce t.
•
A-13
03/28/I 1
Water Quality Management Plan (WQMP)
cnRwasH- Arco Gas Station
• Table I. Si[e Design BMPs (Cont.)
Included
Design Technique Specific BMP Yes No N/A
Conce t
Residential and commercial sites must be designed to
contain and infiltrate roof runoff, or direct roof runoff to � ❑ ❑
ve etative swales or buffer areas, where feasible.
Where landscaping is proposed, drain impervious
sidewalks, walkways, trails, and patios into adjacent � ❑ ❑
landscaping.
Increase the use of vegetated drainage swales in lieu � � �
of underground piping or imperviously lined swales.
Rural swale system: street sheet flows to vegetated
swale or gravel shoulder, curbs at street corners, ❑ ❑ �
culverts under drivewa s and street crossin s.
Minimize Urban curb/swale system: street slopes to curb;
v
periodic swale inlets drain to vegetated swale/biofilter. � � �
� Directly Dual drainage system: First Flush captured in street
� catch basins and discharged to adjacent vegetated � � �
�j Connected swale or gravel shoulder, high flows connect directly to
MS4s.
• ,o� Design driveways with shared access, flared (single
� Impervious lane at street) or wheel strips (paving only under tires); � � �
O or, drain into landscaping prior to discharging to the
�; MS4.
y Areas
Uncovered temporary or guest parking on private
residential lots may be paved with a permeable � � �
(DCIAs) surface, or designed to drain into landscaping prior to
discharging to the MS4.
Where landscaping is proposed in parking areas, � � �
incorporate landscape areas into the drainage design.
Overflow parking (parking stalls provided in excess of
the Co-Permittee's minimum parking requirements) ❑ ❑ �
ma be constructed with ermeable avin .
Other comparable and equally effective design
concepts as approved by the Co-Permittee (Note: � � �
Additional narrative required describing BMP and how
it addresses Site Desi n conce t.
Nan-aop[icable Sife Desien BMPs:
The site is an existing gas station. AII impervious areas werc designed per city code; therefore, minimizing
impervious footprint and conserving natural areas are not applicable.
•
A-14
03/28/ I 1
Water Quality Management Plan (WQMP)
CARWASH- A t'CO Ga5 S�t1011
• Project Site Desipn BMPs:
Water recycle unit will be installed for carwash facility. Stormwater runoff will be designed to drain into sand
Filter with river rock cover adjacent of the carwash facility.
� 1
•
A-15
07/OS/] l
Water Quality Management Plau (WQMP)
C ARWA S H- ACCO GaS $Yat10I1
� and leaks will be cleaned using rags or absorbents, then swept using granular absorbent
material, and finally mopped. Mop wa[er shall be disposed of in[o a sanitary sewer facility.
• Trash: No rubbish, trash, garage or o[her waste matedal shall be kept on-site or on any public
street abu[ti�g the propeRies, expect in sanitary containers located in appropriates areas (trash
containers). The trash containers' lid must be closed at all times.
• Drainage: There shall be no interference wi[h or alteration of the established drainage pattem
on the site unless an adequate alternative provision is made for proper drainage with the proper
written approval of the County.
• Vehicle washing will not be allowed on-site outside the designated Car Wash facility.
• Vehicle Repair/maintenance will not be allowed on retail side of the site Outdoor material
storage will no[ be allowed on si[e Fueling areas should never be washed down unless thc wash
water is collected and disposed of properly.
Common Area Landscape Mana eg ment: Main[enance Shall be conducted bi-weekly. Fertilizer and
pesticide usage shall be consistent with the instructions co�tained on product labels and with the
regulations administered by the State Department of Pesticide Regulations, or city equivalent.
Common Area Litter ControC Thc owner will be required to impleme�t trash management and litter
control procedures in the common areas. The owner may contrac[ with their landscape maintenance
firms to provide this service during regulady scheduled maintenance, which should consist of litter
patrol, proper disposal of pet litter, and emptying trash receptacles in common areas.
Street Sweepine Private Streets and Parking Lots: the parking lot shall be swept as frequently as
� necessary to preven[ sediment, garden was[e, and trash from entering the public streets and storm drain
systems.
S[ruc[ural BMI"s
Common Area Efficient Irri a� Physical implementation of landscape plan consistent with County
Administrative Design Guidelines or city equivalen[, which may include provision of water sensors,
programmable irrigation times (for shod cycles), ete.
Carwash Rack: Carwash facility shall be swept clean. Debris & trash shall be removed from inside
catch basin and outside trench drain daily to make sure carwached water drains into the catch basin and
trench drain to be recycled and not flow out ro parking ]ot area.
�
A-17
07/OS/ 1 l
Water QualiTy Management Plan (WQMP)
caRwasH- Arco Gas Station
•
'' A`CTIVPI'Y� ��� ����SPE@IFICroF,RE3UENCY �RESPONSIBLE�P,ARe'T�Y.= '°�
k „�`�.�a� � w �:, �'�.,�� .v'�,�"-^�'� �c`�'�;; . � :_ _�"e��`� �+_'`. ..e�.F%�".�+�-�' ��....t���Z����
� .a�wi�'�`�3 v�v.T- �s E a ^a 3 uwen �r� + �d �* � a= 'G ;-,
+ �{� � �, } �,��Non� Structural�Sour � ��.. �
� �.afi4tr�,�r... � na�» t�a�w + ..��"t�.'�',�.. '�"��a-�.. . _ tF'r}, i . _ .Y �.:-;��+,� _:�'w r°�.`�.-� .,,..i . `,�.��'�
Education Provided at occupancy, Owner
within three months
for new hires, and
annually for existing
employees
Activity Restdctions Daily Owner
Landscape Management Bi-weekly Owner through its
landscape contractor
Common Area Litter Control Daily Owner
Sweeping Bi-weekly Owner through its
landscape contractor
� �� � � ��� � �:�� � � _ � � � _ � �K ��x r�*u
����� � - -� � struccural stvrns� ��"����.��`�� ` �
3:.-�..u���s,"'`�.:s+.i� �.�'".��l�,���v���`,�'�:. N = .�s���;'`���'ia`��� � � �?:.°? �.. ' ��`�:�=�
Common Area Efficient Bi-weekly � Owner through its
Imgation landscape contractor
Carwash Rack Daily Owner
Appendix D includes copies of the educational materials [hat will be used in implementing this project-specific
WQMP.
•
A-17
07/05/11
Water Quality Management Plan (WQMP)
Project Ti
• V.3 TREATMENT CONTROL BMPS
�° ctrurtinn c •
l. Pravide narraGve below describing each Treatment Contro! BMP. Inc(ude location, ident� the sizing cri(eria
(r.e., Urban Runoffquality designflow (Q6MP) or the Urbun Runoffquality design volume (VBMP), prelrminary
design calculations, jor sizing BMPs, maintenance procedures, and 1he jrequency of maintenunce procedures
� necessary to sustain BMP efj'ectiveness. The location of each Treutmen! Contra! 6MP must alsa be shown on the
Site Plun rncluded in Appendix B.
2. Complete Tub[e 3: Treatment Contro[ BMP Selection Matrir
Direclions for completrng Table 3:
♦ For each pollutant of concern enter ' yes" ijidentified using E,rhibi! B(Riverside County WQMP - Genera[
Categories of Pollutants ojConcern per the inslructions specifred in Seetian IlI of [his Temp/ate), or "no" rf
not identified jor the project.
♦ Check the boxes ojse[ecled 13MPs lha� will be implemented for !he project to address each pollu7an! of
concern from the project us identifred using Exhibi[ B. Treutment Control DMPs must be selected and
insm(led with respeet to identified pa[lutunt characterislics and concentrufions lhat wi![ be discharged jrom
the srte.
♦ For any identified pol[utants oJconcern no! listed in the Treatment Conlro! BMP Selection Malrix, provide
un explanation (in space below) ojhow lhey wil( be uddressed hy Treatmen! Control 6MPs.
3. /n addition !o completing Tub/e 3, provide detuiled descriptions on !he [ocation, implementation, inslallafion, and
� (ong-term O&M ofplanned Treatment Control BMPs.
� For rdentified po!lutantr of concern lhat are causing an impairment rn receiving waters, the project WQMP shuU
incorporate one or more Treatmen! Cantro! BMPs of inedium ar high eJfectiveness in reducing those pollutants. /t is the
responsibilily of the project proponent m demonstrate, and document in the projec! WQMP, that al! pollutants of concern
. wil! be jully addressed. The Agency may requrre injormation heyonJ !he minimum requirements of this WQMP to
demonsfrate thu� adeguate Po(lutant lreatment is berng accomplished.
Supporting engineering calculafion.r for Q and/or V and Treatment Contro! BMP design details are rne(uded in
Appendix F.
Note: Projects [hat wrll uti[ize infi/tration-based Treatment Cantrol l3MPs (e.g., /nfiltration Basins, Inflllration Trenches,
Porous Pavement) must inc[ude a copy of the properry/praject soi/s report as Appendix E ro the projec!-specific WQMP.
The selection of a Treutmen! Control BMP (or BMPs) jor the project must specifica!!y consiJer the effectrveness ojthe
Trea�ment Contro[ BMP for po/lutants rdenfified as causing an impairmen� of Receiving Waters !o which the projee[ wrll
discharge Urban Runoff
The development proposes to construct 2 sand filters. Each filter is 3fcet deep , 3:1 max side slope with river
rock cover to filter [he roof runoff and minimize the amount of wash water at the carwash exit. The roof runoPf
is drained directly into landscape area. Stormwater roof runoff drain directly into sand filter area and any excess
wash water is direc[ed into Y wide curb opening and drain into 2 filter trenches. When water is higher than 3",
it will over ftow [hrough a Y wide curb opening outlet and sheet flow over the ac pavement into curb & gut[er
which directs water to the north end of the property and out into [he street.
•
A- I 8
07/05/ll
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N 2 O Y- O 00 O 1 f
Water Quality Management Plan (WQMP)
• CARWASH- ACCO GaS Stdt10�1
Abbreviations:
L: Low removal efficiency H/M: High or medium removal eKciency U: Unknown removal efficiency
Notes:
(1) Periodic perfortnance assessment and updating of the guidance provided by this lable may be necessary.
(2) Includes grass swales, grass stnps, wetland vegeta6on swales, and bioretention.
(3) Includes extended/dry detention basins with grass lining and extended/dry detention basins with impervious lining.
Effectiveness based upon minimum 36-08-hour drawdovm time.
(4) Includes infiltration basins, inflVation trenches, and porous pavements.
(5) Includes permanent pool wet ponds and construded wetlands.
(6) Includes sand flters and media filters.
(7) Also known as hydrodynamic devices, baffle boxes, swirl concenVators, or cyclone separators.
(8) Includes propnetary stormwater treatment devices as listed in the CASOA Stormwater Best Management Prectices
Handbooks, other stortnwater treatment BMPs not specifcally listed in this WQMP, or newly developed/emerging stormwater
treatment technologies.
(9) Project proponents should base BMP designs on the Riverside County Stortnwater Quality Best Management Practice Design
Handbook. However, project proponents may also wish to reference the California Stortnwater BMP Handbook — New
Development and Redevelopment (www.cabmphandbooks com). The Handbook contains additional information on BMP
operation and maintenance.
(10) Note: Projects that will utilize infltration-based Treatment Control BMPs (e.g., Infiltration Basins, Infiltration Trenches, Porous
Pavement) musl include a copy of the property/project soils repoR as Appendix E to the projed-specific WQMP. The seledion
of a Treatment Control BMP (or BMPs) for the projed must specifically consider the effectiveness of the TreaGnent Control
BMP for pollutants identified as causing an impairment of Receiving Waters to which the project will discharge Urban Runoff.
�
•
A-21
03/28/II
Water Quality Management Plan (WQMP)
• � CARWASH- ACCO G8S $�7tlOf1
V.4 EQUIVALENT TREATMENT CONTROL ALTERNATIVES
Not applicable
V.S REGIONALLY-BASED TREATMENT CONTROL BMPS
Not applicable
•
i
A-22
03/28/II
Water Quality Management Plan (WQMP)
• CARWASH- AI'CO G8S StBtlOr1
VII. Funding
A funding source or sources for the O&M of each Treatment Control BMP identified in [he project-specific
WQMP must be identified. By certifying the project-specific WQMP, the Project applicant is certifying that the
funding responsibilities have been addressed and will be transferred to future owners. One example of how to
adhere [o [he requirement to transfer O&M responsibilities is to record the project-specific WQMP against [he
title to the property.
Nicolas Service Station, LP is responsible for BMPs funding
�
•
A-24
03/28/ I I
Water Quality Management Plan (WQMP)
• CARWASH- AI'CO GdS St8t1011
Appendix A
Conditions of Approval
Planning Commission Resolution PA09-0287 & PA09-0288
Dated 11l03/10
•
•
• EXHIBIT A
CITY OF TEMECULA
FINAL CONDITIONS OF APPROVAL
Planning Application No.: PA09-0287
Project Description: A Conditionai Use Permit to allow for the operation of a 946 square
foot drive-thru car wash at the existing Arco AM/PM gas station
Assessor's Parcel No.: 920-100-048
MSHCP Category: Commercial — to be paid under PA09-0288, Development Plan
DIF Category: Retail Commercial — to be paid under PA09-0288,
Development Plan
TUMF Category: Retail Commercial — to be paid under PA09-0288, Development Plan
Approval Date: November 3, 2010
� Expiration Date: November 3, 2012
PLANNING DEPARTMENT
General Requirements
PL-1. All Conditions of Approval for PA09-0288, Development Plan for the Car Wash at an
existing Arco AM/PM shall apply to the Conditional Use Permit.
PL-2. The attached Statement of Operations shall be amended to reflect revised hours of
operation from 7 a.m. to 10 p.m. (not 7 p.m.). MODIFIED FROM 7 PM TO 10 PM BY
PLANNING COMMISSION ON NOVEMBER 3, 2010.
PL-3. The City, its Planning Director, P�anning Commission, and City Council retain and
reserve the right and jurisdiction to review and modify this Conditional Use Permit
(including the Conditions of Approval) based on changed circumstances. Changed
circumstances include, but are not limited to, the modification of business, a change in
scope, emphasis, size of nature of the business, and the expansion, alteration,
reconfiguration or change of use. The reservation of right to review any Conditional
Use Permit granted or approved or conditionally approved hereunder by the City, its
Planning Director, Planning Commission and City Council is in addition to, and not in-
lieu of, the right of the City, its Planning Director, Planning Commission, and City
Council to review, revoke or modify any Conditional Use Permit approved or
conditionally approved hereunder for any violations of the conditions imposed on such
Conditional Use Permit or for the maintenance of any nuisance condition or other code
violation thereon.
•
� PL-48. Performance securities, in amounts to be determined by the Planning Director, to
guarantee the maintenance of the plantings in accordance with the approved
construction landscape and irrigation plan shall be filed with the Planning Department
for a period of one year from finai Certificate of Occupancy. After that year, if the
landscaping and irrigation system have been maintained in a condition satisfactory to
the Pianning Director, the bond shall be released upon request by the applicant.
PL-49. Each parking space reserved for the handicapped shall be identified by a permanently
affixed reflectorized sign constructed of porcelain on steel, beaded text or equal,
displaying the International Symbol of Accessibility. The sign shall not be smaller than
70 square inches in area and shall be centered at the interior end of the parking space
at a minimum height of 80 inches from the bottom of the sign to the parking space
finished grade, or centered at a minimum height of 36 inches from the parking space
finished grade, ground, or sidewaik. A sign shall also be posted in a conspicuous
place, at each entrance to the off-street parking facility, not less than 17 inches by 22
inches, clearly and conspicuously stating the following:
"Unauthorized vehicles parked in designated accessible
spaces not displaying distinguishing placards or license
plates issued for persons with disabilities may be towed away
at owner's expense. Towed vehicles may be reclaimed by
telephoning (951) 696-3000."
PL-50. In addition to the above requirements, the surface of each parking place shall have a
• surface identification sign duplicating the Symbol ofAccessibility in blue paint of at least
three square feet in size.
PL-51. All site improvements including but not limited to parking areas and striping shall be
installed.
PL-52. All of the foregoing conditions shall be complied with prior to occupancy or any use
allowed by this permit.
OUTSIDE AGENCIES
PL-53. The applicant shall comply with the recommendations set forth in the County of
Riverside Department of Environmental Health's transmittal dated October 14, 2009, a
copy of which is attached.
BUILDING AND SAFETY DEPARTMENT
General Conditions/lnformation
B-1. Obtain street addressing for all proposed buildings.
B-2. All design components shall comply with applicable provisions of the 2007 edition of
the California Building, Plumbing and Mechanical Codes; 2007 California Electrical
Code; Caiifornia Administrative Code, Title 24 Energy Code, California Title 24
Disabled Access Regulations, and the Temecula Municipal Code.
•
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