HomeMy WebLinkAboutTract Map 35181 Lot 1 WQMP � _\
- Water Quality 1Vlanagement Plan(WQMP)/Standard Storznwater Mitigation P1an(SSMP)
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`� Initial Applicability Checklist
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Applicant Name• � � " �1 . .
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Project Name•
Does the propased project incorporate any of the following categories? Yes No
(All questions must be answered)
Z New Developments -This category applies to commercial, indus[rial, residential, mixed-use, and public projects
that meet or exceed 10,000 square feet of impervious surface collectively over the entire projec[.
Modifications to Existing Developments—This category applies to projects that create, add, extend, or replace
5,000 square feet or more of impervious surface on an alreadv developed site. Note: If modifications create less
2 than 50% of the impervious surface of a previously existing development, and the existing development was not
originally subject to WQMP/SSMP requirements, a WQMP/SSMP shall be required only for the addition, and not
to the entire develo ment.
3 One Acre Threshold Projects—This category applies to projects that result in the disturbance of one acre or more /�
af land,regardless of impervious surface coverage.
Automotive Shops —This category applies to projects that service motor vehicles (including but not limi[ed to
4 wholesale/retail supplies, tires and tubes, body and upholstery repair, painting, exhaust system repair, tire
retreadin , lass re lacement, transmission re air, eneral maintenance, eneral re airs).
Restaurants-This category applies to establishments that prepare and sell foods and drinks and will exceed 5,000
� square feet of land development. Restaurants where land development is 5,000 square feet or less must meet all '
5 SSMP/WQMP requirements except for conventional struc[ural treatment BMPs,hydromodification,and sizing
requirements for LID BMPs.
Hillside Developments—This category applies to projects that create 5,000 square feet of impervious surface,and
6 are located in an area with known erosive soil conditions,and will include grading on a natural slope that is 25%or
steeper.
Environmentally Sensitive Areas (ESAs) —This category applies to projects located within or directly adjacent
to or discharge directly to an ESA,or to receiving waters within an ESA, and are expected to meet or exceed 2,500
squarc feet of impervious surface, or increase the area of in�perviousness to 10°Ic or more of their naturally
� occurring condition. Note: "Directiy adjacent" means within 200 feet of the ESA. "Discharging directly to"
means outflow from a drainage conveyance system that is composed entirely of flows from the project, and not
commingled with flows from adjacent lands.
Parking Lots—This category�pplies to projects that meet or exceed 5,000 square feet of impervious surface for
8 temporary parking or storage of motor vehicles. This category includes pariting areas associated with any of the
cate ories listed above.
9 New Streets, Roads, Highways and Freeways — This ca�egory applies to projects that meet or exceed 5,000
s uare feet of inn ervious surface for the trans ortation of automobiles,trucks, motore cles,and other vehicles.
10 Retail Gasoline Outlets — This category applies to projects that meet or exceed 5,000 square feet of land
development,or if an `Average Daily Traffic' (ADT)count of 100 or more vehicles per day is projected.
If you answered"YES"to any of these questions,a WQMP/SSMP must be prepared and submitted.
TMC 8.28.500(C)(3): A WQMP/SSMP shall be required if the city engineer determines that the development may
result in the discharge of significant levels of a pollutant into any tributary to any storm drain system.
."MC 8.28.500 {C)(2): Projects not requiring a WQMP/SSNIP will be required to implement equivalent SMPs
p �'�designated by the city according to conditions and requirements established by the city engineer.
Page l of 1 07-22-zota
,_, Project Specific Water Quality Management Plan
A Template for preparing Project Specific WQMPs for Priority Development Projects
located within the Santa Margarita Reqion of Riverside County
Dendy Distribution Center
Lot 1 of Parcel Map 35181 / LD 16-4101
Design Review/Case No: PA16-0063
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Note to reader: Blue text in this WQMP indicates project specific information provided by the WQMP
preparer in response to Template inquiries.
Contact Information:
Prepared for: MCA Dendy,��C
18818 Teller Avenue,Suite 250
❑ Preliminary Irvine,CA 92612
� Final Jared Gordon,authorized signatory
Original Date Prepared: November ii,2oie
Revision Date(s): January 26,2017 Prepared by: SB&O,Inc.
41689 Enterprise Circle North,Ste 126
Job No.:71802
Temecula,CA 92590
�� j Prepared for Compliance with Regional Board Bradley C.Knepp,P.E.,CPESC,QSD
Order No. R9-2010-0016
A Brief Introduction
The Municipal Separate Stormwater Sewer System (MS4) Permitl for the Santa Margarita Region (SMR)
requires preparation of a Project-Specific Water Quality Management Plan (WQMP)for all Development
Projects as defined in section F.1.d.(1) of the Permit. This Project-Specific WQMP Template for
Development Projects in the Santa Margarita Region has been prepared to help document compliance
and prepare a WQMP submittal. Below is a flowchart for the layout of this Template that will provide
the steps required to document compliance.
Section A Section B Section C
•Project and Site Information •Optimize Site Utilization •Delineate Drainage
•Identification of LID and Management Areas(DMAs)
Hydromodification
requirements,if any
Section F Section E Section D
•Alternative Compliance(LID •Technical Feasibility •Technical Feasibility
Waiver Program& •Implement •Implement LID BMPs
Hydromodification) Hydromodification BMPs
Section G Section H
•Source Control BMPs •Operation,Maintenance,
and Funding
�—� 1 Order No.R9-2010-0016,NPDES No.CAS0108766,Waste Discharge Requirements for Discharges from the MS4 Draining the County of
Riverside,the Incorporated Cities of Riverside County,and the Riverside County Flood Control and Water Conservation District within the San
Diego Region,California Regional Water Quality Control Board, November 10,2010.
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
� � City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
OWNER'S CERTIFICATION
This Project-Specific WQMP has been prepared for MCA Dendy,LLC by SB&O,Inc.for the Dendy Distribution
Center project.
This WQMP is intended to comply with the requirements of the City of Temecula Municipai Code 8Z8.500 which
includes the requirement for the preparation and implementation of a Project-Specific WQMP.
The undersigned,while owning the property/project described in the preceding paragraph,shall be responsible for
the implementation and funding of this WQMP and will ensure that this WQMP is amended as appropriate to
reflect up-to-date conditions on the site. In addition, the property owner accepts responsibility for interim
operation and maintenance of Stormwater Best Management Practices until such time as this responsibility is
formally transferred to a subsequent owner. 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 perpetuity.The undersigned is authorized to certify and to approve implementation
of this WQMP. The undersigned is aware that implementation of this WQMP is enforceable under the City of
Temecula Water Quality Ordinance(Municipal Code Section 8.28.500).
"I, the undersigneil, 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."
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Owner's S" ature Date
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Owner's Printed Name Owne►'s Title/Position
PREPARER'S CERTIFICATION
`?he selection,sizing and design of stormwater treatment and other stormwater quality and quantity control Best
Management Practices in this plan meet the requirements of Regional Water quality Control Board Order No.R9-
2010-0016 and any subsequent amendments thereto:'
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Preparer's Signa re Date
Bradley C.Knepp,P.E..CPESC,QSD Asst.Proiect En�ineer
Preparers Printed Name Preparer's Title/Position
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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Table of Contents
Section A: Project and Site Information........................................................................................................6
A.1 Maps and Site Plans............................................................................................................................7
A.2 Identify Receiving Waters...................................................................................................................7
A.3 Drainage System Susceptibility to Hydromodification.......................................................................7
A.4 Additional Permits/Approvals required for the Project: ....................................................................8
Section B: Optimize Site Utilization (LID Principles).....................................................................................9
Section C: Delineate Drainage Management Areas(DMAs).......................................................................11
Section D: Implement LID BMPs.................................................................................................................13
D.1 Infiltration Applicability....................................................................................................................13
D.2 Harvest and Use Assessment............................................................................................................15
D.3 Bioretention and Biotreatment Assessment....................................................................................17
D.4 Other Limiting Geotechnical Conditions...........................................................................................18
D.5 Feasibility Assessment Summaries...................................................................................................18
D.6 LID BMP Sizing..................................................................................................................................18
Section E: Implement Hydrologic Control BMPs and Sediment Supply BMPs...........................................20
E.1 Onsite Feasibility of Hydrologic Control BMPs..................................................................................20
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E.2 Meeting the HMP Performance Standard for Small Project Sites....................................................20
' E.3 Hydrologic Control BMP Selection....................................................................................................21
E.4 Hydrologic Control BMP Sizing..........................................................................................................21
E.5 Implement Sediment Supply BMPs...................................................................................................22
Section F:Alternative Compliance..............................................................................................................25
F.1 Identify Pollutants of Concern...........................................................................................................26
F.2 Stormwater Credits...........................................................................................................................27
F.3 Sizing Criteria.....................................................................................................................................27
F.4 Treatment Control BMP Selection....................................................................................................28
F.5 Hydrologic Performance Standard—Alternative Compliance Approach..........................................28
F.6 Sediment Supply Performance Standard-Alternative Compliance.................................................29
SectionG:Source Control BMPs.................................................................................................................30
Section H: Construction Plan Checklist.......................................................................................................32
Section I: Operation, Maintenance and Funding........................................................................................33
Acronyms,Abbreviations and Definitions..................................................................................................35
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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list of Tables
Table A.1 Identification of Receiving Waters................................................................................................7
Table A.2 Identification of Susceptibility to Hydromodification...................................................................8
Table A.3 Other Applicable Permits..............................................................................................................8
Table C.1 DMA Classifications.....................................................................................................................11
Table C.2 Type 'A',Self-Treating Areas.......................................................................................................11
Table C.3 Type `B', Self-Retaining Areas.....................................................................................................11
Table C.4 Type 'C',Areas that Drain to Self-Retaining Areas......................................................................12
Table C.5 Type `D',Areas Draining to BMPs ...............................................................................................12
Table D.1 Infiltration Feasibility..................................................................................................................14
Table D.2 Geotechnical Concerns for Onsite Retention Table ...................................................................18
Table D.3 LID Prioritization Summary Matrix.............................................................................................18
Table D.4 DCV Calculetions for LID BMPs................................................................::.................................19
Table D.5 LID BMP Sizing.............................................................................................................................19
Table E.1 LID &Hydromodification BMP Location......................................................................................21
Table E.2 Hydrologic Control BMP Sizing....................................................................................................22
Table F.1 Potential Pollutants by Land Use Type........................................................................................26
Table F.2 Stormwater Credits.....................................................................................................................27
Table F.3 Treatment Control BMP Sizing ...................................................................................................27
Table F.4 Treatment Control BMP Selection...............................................................................................28
Table F.5 Offsite Hydrologic Control BMP Sizing........................................................................................29
Table G.1 Structural and Operational Source Control BMP........................................................................31
Table H.1 Construction Plan Cross-reference.............................................................................................32
Table 1.1 Operation and Maintenance Details............................................................................................34
List of Appendices
Appendix 1: Maps and Site Plans................................................................................................................42
Appendix 2: Construction Plans..................................................................................................................43
Appendix3: Soils Information.....................................................................................................................44
Appendix 4: Historical Site Conditions........................................................................................................45
Appendix 5: LID Infeasibility........................................................................................................................46
Appendix6: BMP Design Details.................................................................................................................47
Appendix7: Hydromodification..................................................................................................................48
Appendix8: Source Control........................................................................................................................49
� Appendix 9:O&M .......................................................................................................................................50
Appendix 10: Educational Materials.........................................................................................................-6-
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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Section A: Project and Site information
PROJECT INFORMATiON
Type of Project: Commercial/Light Industrial
Property Owners Assoc.: Westside Business Park
Development: Lot 1 of Parcel Map 35181
PROIECT LOCATION
Latitude&Longitude(DMS): 33.5169°N,-117.1834°W Thomas Brothers Page: 958
Project Watershed and Sub-Watershed:Santa Margarita River,Hydrologic Sub-Area 902.32
APN: 909370042
Map Book and Page No.: M.B.430,pages 66-72
PROJECT CHARACTERISTICS
Proposed or potential land use(s) Light Industrial,Commercial
Proposed or,Potential SIC Code(s) ' , 4241,4225,4226,1541
Area of Impervious Project Footprint(SF) 337,589 sf
Total area of proposed Impervious Surfaces w/in the Project Limits(SF)/or Replacement 337,589 sf
Total Project Area(ac) 593,476 sf
Does the project consist of offsite road improvements? ❑Y � N
Does the project propose to construct unpaved roads? ❑Y � N
Is the project part of a larger common plan of development(phased project)? ❑Y � N
Is the project exempt from HMP Performance Standards? Yes,Per County HMP �Y ❑ N
Exempt Areas Mapping(see Section A.3 below and Appendix 7)
EXISTING SITE CHARACTERISTICS
Total area of existins Impervious Surfaces within the project limits(SF) 0 sf(none)
Is the project located within any Multi-Species Habitat Conservation Plan(MSHCP
Criteria Cell?See Western Riverside County Multiple Species Habitat Conservation �Y ❑ N
Plan Report for the project site in Appendix 4.
If so,identify the Cell number: 6781
Are there any natural hydrologic features on the project site?The entire site has been
❑Y � N
mass graded in the past and a stockpile of soil is located within the site.
Is a Geotechnical Report attached? Yes,see Appendix 3, �Y ❑ N
If no Geotech. Report, list the Natural Resources Conservation Service(NRCS)soils NRCS Soils&Infiltration
type(s)present on the site(A, B,C and/or D). Hydrologic Soil Group A Testing reports are also
included herein(Appx.3j
What is the Water Quality Design Storm Depth for the project? 0.944 inches rainfall
{85th Percentile Event)
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
A.1 Maps and Site Plans
When completing your Project-Specific WQMP, include a map of the Project vicinity and existing site.
See Appendix 1 for Vicinity Map and Aerial Image of the existing site area. In addition, include all
grading, drainage, landscape/plant palette and other pertinent construction plans in Appendix 2. These
plans are included (as they are available) and provided in Appendix 2 in 11x17 (non-scale)format. At
a minimum,your WQMP Site Plan should include the following:
• Drainage Management Areas(DMAs) • Source Control BMPs
• Proposed Structural Best Management • Buildings, Roof Lines, Downspouts
Practices(BMPs) • Impervious Surfaces
• Drainage Path • Standard Labeling
• Drainage infrastructure, inlets,overflows
A.2 Identify Receiving Waters
Using Table A.1 below, list in order of upstream to downstream, the Receiving Waters that the Project
site is tributary to. Continue to fill each row with the Receiving Water's 303(d) listed impairments (if
any), designated Beneficial Uses, and proximity, if any, to a RARE Beneficial Use. Include a map of the
Receiving Waters in Appendix 1. See Appendix 1 for Receiving Waters Map.
Table A.1 Identification of Receiving Waters
Receiving Waters USEPA Approved 303(d)List Designated Proximity to RARE
Impairments Bene�cia!Uses Beneficial Use
Chlorpyrifos(pesticide),Copper,lron, MUN,AGR,IND,PROC,REC2,
Murrieta Creek Channel Manganese,Nitrogen,Toxicity WARM,WILD 4-4 miles from praject
Santa Margarita River Toxicity MUN,AGR,IND,REC1, REC2, q,q miles from project
(Upper) WARM,COLD,WILD,RARE
Santa Margarita River Enterococcus,Fecal Coliform, MUN,AGR,IND,PROC,RECi, REC2, 17.3 miles from project
(Lower) Phosphorus,Total Nitrogen as N WARM,COLD,WILD,RARE
Santa Margarita Lagoon RECi, REC2,EST,WILD,RARE,MAR,
Eutrophic 35 miles from project
/Pac�c Ocean MIGR,SPWN
A.3 Drainage System Susceptibility to Hydromodification
Using Table A.2 below, list in order of the point of discharge at the project site down to the Santa Margarita River,
each drainage system or receiving water that the project site is tributary to. Continue to fill each row with the
material of the drainage system, the storm drain susceptibility using the SWCT2 (Stormwater & Water
Conservation Tracking Tool - http://rivco.permitrack.com/) or Map 2 of the Hydromodification Susceptibility
Documentation Report and Mapping:Santa Margarita Region (Appendix D of the SMR HMP),and the condition for
exempting the drainage system, if applicable. If the exemption includes receiving waters that were not evaluated
in Appendix D, provide supporting documentation in Appendix 7 to demonstrate that they classify as Engineered,
Fully Hardened and Maintained (EFHM) channels, consistent with the definition provided in Appendix D. Include a
map exhibiting each drainage system and the associated susceptibility in Appendix 7. See annotated maps
provided in Appendix 7.
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SB&0,1nc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
Table A.2 Identification of Susceptibility to Hydromodification
Drainage Drainage System Susceptibility of Drainage Hydromodification Exemption
System Material System
Westside Business
Park Property
Owners Concrete Pipe Not Susceptible Reach is EFHM
Association Storm
Drain System
At Warm Springs Creek confluence,0.7 mi
upstream from Dendy Parkway,
Murrieta Creek
Channei Earthen Not Susceptible Tributary Area>100 sq.mi.(121 sq.mi.)
and
100-yr design flow>20,000 cfs(29,120 cfs)
At origin(4.4 mi.downstream from Dendy Pkwy)
Santa Margarita Tributary Area>100 sq.mi.(589 sq.mi.)
River Earthen,naturel Not Susceptible and
100-yr design flow>20,000 cfs(62,513 cfs)
A.4 Additional Permits/Approvals required for the Project:
Tabfe A.3 Other Applicable Permits
Agency Permit Required
State Department of Fish and Game, 1602 Streambed Alteration Agreement ❑Y �N
State Water Resources Control Board, Clean Water Act Section 401 Water Quality �Y � N
Certification
US Army Corps of Engineers,Clean Water Act Section 404 Permit ❑Y � N
US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion ❑Y � N
Statewide Construction General Permit Coverage—To be provided at construction time. �Y ❑ N
Statewide Industrial General Permit Coverage ❑Y � N
Western Riverside MSHCP Consistency Approva)(e.g.,JPR, DBESP) ❑Y �N
Other(please list in the space below as requiredJ
�Y ❑ N
Burrowing owl survey and Pechanga Conservation Area
If yes is answered to any of the questions above, the Copermittee may require proof of
approval/coverage from those agencies as applicable including documentation of any associated
requirements that may affect this Project-Specific WQMP.
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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Section 6: Optimize Site Utilization (LID Principles)
Review of the information collected in Section `A' will aid in identifying the principal constraints on site
design and selection of LID BMPs as well as opportunities to reduce imperviousness and incorporate LID
Principles into the site and landscape design. For example, constraints might include impermeable soils,
high groundwater, groundwater pollution or contaminated soils, steep slopes, geotechnical instability,
high-intensity land use, heavy pedestrian or vehicular traffic, utility locations or safety concerns.
Opportunities might include existing natural areas, low areas, oddly configured or otherwise unbuildable
parcels, easements and landscape amenities including open space and buffers (which can double as
locations for LID Bioretention BMPs), and differences in elevation (which can provide hydraulic head).
Prepare a brief narrative for each of the site optimization strategies described below. This narrative will
help you as you proceed with your Low Impact Development (LID) design and explain your design
decisions to others.
The 2010 SMR MS4 Permit further requires that LID Retention BMPs (Infiltration Only or Harvest and
Use) be used unless it can be shown that those BMPs are infeasible. Therefore, it is important that your
narrative identify and justify if there are any constraints that would prevent the use of those categories
of LID BMPs. Similarly,you should also note opportunities that exist which will be utilized during project
design. Upon completion of identifying Constraints and Opportunities, include these on your WQMP
Site plan in Appendix 1.
Site Optimization
The following questions are based upon Section 3.2 of the WQMP Guidance Document. Review of the
WQMP Guidance Document will help you determine how best to optimize your site and subsequently
identify opportunities and/or constraints, and document compliance.
Did you identify and preserve existing drainage patterns? If so, how? If not,why?
The site breaks into five Drainage Areas(DAsJ. Please refer to the WQMP Site Map in Appendix 1 for
delineation of these areas.
Existing
Drainage
DA Area Pattern
No. (acresJ Description Preserved? How?
1 8.81 Site Areas Tributary to BMPs Yes Drains to Dendy Pkwy/60"SD
2 1.17 Site Driveways and Frontage Yes Orains to Dendy Pkwy/60"SD
3 0.56 Conservation Easement Yes Orains to Dendy Pkwy/60"SD
4 2.07 Conservation Easement Yes Drains to easterly adjoiner
5 1.01 Reconfigured Lot 4 WQ Basin Yes Drains to Dendy Pkwy/60"SD
Total: 13.6 acres Note:DAs 1-4 are used to size the DCV;see Table C.1 on page 11,herein.
Onsite flows of DA 1 (Site Areas Tributary to BMPs), induding building, pavements, hardscape, and
landscape areas (including a portion of the conservation easement), will be collected via roof drains,
surface flows, storm drain inlets and conveyed via storm drain piping to an underground infiltration
system designed to infiltrate the Design Capture Volume(DCV)into native soils. Flows in excess of the
� DCV will discharge,as historically,into the 60 inch storm drain in Dendy Parkway.
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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� Due to site topography and corresponding gradiny constraints, DA 2 (Site Driveways and Frontage)
cannot drain to onsite infiltration BMPs. Site Driveway f/ows from these relatively small areas will be
collected by grated inlets with 2 foot deep sumps to capture sediment and debris and discharge
u/timately into the existing Western Business Park storm drain. DAs 3 and 4(most of the Conservation
EasementJ, after some minor grading changes at the top of the hillside, will continue to drain as they
did in pre-project conditions.
DA 5 is a reconfiguration of an existing permanent water quality basin with a drainage easement
granted in favor of Lot 4 of Parcel 35181. The existing basin and easement will be reconfigured to
maintain permanent functionality corresponding to origina!design intent. The reconfigured basin will
continue to discharge directly to the Western Business Park (privateJ 60 inch storm drain in Dendy
Parkway. The proposed project will not comingle site flows with f/ows from Lot 4, Parcel 35181. Since
the DA 5 basin area is hydro/ogically part of another project, it is not considered in the DCV
calculations for this project(see BMP Calculations sheet in Appendix 6J.
Did you identify and protect existing vegetation? If so, how? If not,why?
Large portions of the Conservation Easement wil!not be graded and wili maintain existing vegetation.
All other existing vegetation will be removed during grading operations and rep/aced in kind in the
conservation easement and with commercial landscaping in developed site areas.
Did you identify and preserve natural infiltration capacity? If so, how? If not,why?
Yes, the DCV will be infiltrated onsite using infiltration BMPs according to this WQMP.
Did you identify and minimize impervious area? If so, how? If not,why?
Impervious area has been minimized to the maximum extenr practicable in consideration of City
landscaping requirements as well as the intended use of the facility.
Did you identify and disperse runoff to adjacent pervious areas? If so, how?If not,why?
Flows from impervious surfaces (roof, pavements, and hardscape) drain to pervious infiltration
surfaces intended to retain the DCV onsite according to this WQMP.
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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Section C: Delineate Drainage Management Areas (�nnAs)
Utilizing the procedure in Section 3.3 of the WQMP Guidance Document which discusses the methods of
delineating and mapping your project site into individual DMAs, complete Table C.1 below to
appropriately categorize the types of classification (e.g., Type A, Type B, etc.) per DMA for your Project
site. Upon completion of this table, this information will then be used to populate and tabulate the
corresponding tables for their respective DMA classifications.
DAs 1 through 4 are broken into 2 DMAs,as indicated below:
Table C.1 DMA Classifications
DMA Name or ldentification Surface Type(s)1 Area(Sq.Ft.) DMA Type
I Impervious 341,245 D
P Pervious 206,865 D
'Reference Table 2-1 in the WQMP Guidance Document to populate this column
All the area of DAs 1-4 does not drain to BMPs (not all are actually DMA Type D as shown above).
Some of the Conservation Easement area (DAs 3 &4)and the Site Frontage(not driveways)of DA 2 in
fact are self-treating areas (DMA Type A). However, since all of DAs 1-4 are included in the DCV
calculation,the underground infiltration BMP is sized for a larger tributary area than the area actually
tributary to it. This conservative approach favorably compensates for those areas of DA 1-4 that are
not directly tributary to the infiltration BMP, as such they are not broken down further nor listed in
Table C.2 below.
Table C.2 Type`A',Self-Treating Areas
DMA Name or ldenti�cation Area(Sq.ft.) Stabilization Type Irrigation Type(if any)
N/A
Table C3 Type'B',Self-Retaining Areas
Self-Retaining Area Type`C DMAs that are draining to the S,e1#Retaining
Area
Area Storm
(square Depth [C]from Table Required Retention Depth
DMA feet) (inches) C.4= (inches)
Post-project
Name/ID surface type �A� �B� DMA tVame/ID [C] [D]
N/A
�D� - �B� + LB] ' L�]
[A]
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
Table C.4 Type`C',Areas that Drain to Self-Retaining Areas
DMA Receiving Self-Retaining DMA
a �
y � `�" N T p O
i� i� �O �' � U
Z a � Q- � � � Area(square
Q � o � Product feet) Ratio
Q n. ,n
[A] [B] I�l=[A]X IBl DMA name/ID Iol I�]/Iol
N/A
Note:(See Section 3.3 of WQMP Guidance DocumentJ Ensure that partially pervious areas draining to a Self-Retaining area do
not exceed the following ratio:
2
l 1
Impervious Fraction/ �
(Tributary Area:Self-Retaining Area)
Tabie C.5 Type'D',Areas Draining to BMPs
DMA Name or ID BMP Name or ID
I Underground Infiltration Basin
P Underground Infiltration Basin
Note:More than one DMA may drain to a single LID BMP;however, one DMA may not drain to
more than one BMP.
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Section D: Implement LID BMPs
D.1 Infiltration Applicability
Infiltration testing was performed in April, 2016 (see geotechnical engineer's report in Appendix 3).
One deep and two shallow percolation tests were completed. Percolation rates were converted to
infiltration rates by the geotechnical engineer. Infiltration is feasible since the measured rates were
greater than the 1.6 inch per hour thresho/d for feasibility per permit requirements. A factor of safety
of 2 was applied to the average of the two shallow test in�ltration rates in order ro determine the
desiqn in�ltration rate of 1.125 inches per hour.
An assessment of the feasibility of utilizing Infiltration BMPs is required for all projects, except in the
following case:
❑ Harvest and Use BMPs will be implemented to address the Design Capture Volume (see the
Harvest and Use Assessment below) for all Drainage Management Areas AND the project is
exempt from HMP Performance Standards(Proceed to Section D.2 and Section E).
If the above box remains unchecked, perform a site-specific evaluation of the feasibility of Infiltration
BMPs using each of the applicable criteria identified in Chapter 3.4.1 of the WQMP Guidance Document
and complete the remainder of Section D.1.
Is there an infiltration concern (see discussion in Chapter 2.3.4 of the WQMP Guidance Document for
further details)? ❑ Y � N
If yes has been checked, both Infiltration BMPs and Hydrologic Control BMPs that include infiltration
functionalities may not be feasible for the site. It is recommended that you contact your Copermittee to
verify whether or not infiltration within the Project is infeasible.
Geotechnical Report
A Geotechnical Report or Phase I Environmental Site Assessment may be required by the Copermittee to
confirm present and past site characteristics that may affect the use of Infiltration BMPs. In addition,the
Copermittee, at their discretion, may not require a geotechnical report for small projects as described in
Chapter 2 of the WQMP Guidance Document. If a geotechnical report has been prepared, include it in
Appendix 3. In addition, if a Phase I Environmental Site Assessment has been prepared, include it in
Appendix 4.
Is this project classified as a small project consistent with the requirements of Chapter 2 of the WQMP
Guidance Document?Q Y � N
Infiltration Feasibility
Table D.1 below is meant to provide a simple means of assessing which DMAs on your site support
Infiltration BMPs and is discussed in the WQMP Guidance Document in Chapter 2.3.4. Check the
appropriate box for each question and then list affected DMAs as applicable. If additional space is
needed, add a row below the corresponding answer.
���
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Table D.1 Infiltration Feasibility
Does#he project site... YES NO
...have any DMAs with a seasonal high groundwater mark shallower than 10 feet? X
If Yes,list affected DMAs:
...have any DMAs located within 100 feet of a water supply well? X
If Yes,list affected DMAs:
...have any areas identified by the geotechnical report as posing a public safety risk where infiltration of X
stormwater could have a negative impact?
If Yes,list affected DMAs:
...have measured in-situ infiltration rates of less than 1.6 inches/hour? X
If Yes,list affected DMAs:
...have significant cut and/or fill conditions that would preclude in-situ testing of infiltration rates at the final X
infiltration surface?
If Yes,list affected DMAs:
...have any contaminated groundwater plume in the vicinity of the site? X
If Yes,list affected DMAs:
...geotechnical report identify other site-specific factors that would preclude effective and safe infiltration? X
Describe here:
I#you answered "Yes"to any of the questions above for any DMA, Infiltration BMPs should not be used
for those DMAs and you should proceed to the assessment for Harvest and Use below.
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D.2 Harvest and Use Assessment
Infiltration-only BMPs su�ce;Section D.2 not applicable.
Please check what applies:
❑ Reclaimed water will be used for the non-potable water demands for the Project.
❑Downstream water rights may be impacted by Harvest and Use as approved by the Regional
Board (verify with the Copermittee).
If any of the above boxes have been checked, Harvest and Use BMPs need not be assessed for the site. If
neither of the above criteria applies, follow the steps below to assess the feasibility of irrigation use,
toilet use and other non-potable uses(e.g., industrial use).
Irrigation Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for Irrigation
� Use BMPs on your site: � �
Step 1: Identify the total area of irrigated landscape on the site, and the type of landscaping used.
Total Area of Irrigated Landscape: Insert Area (Acres)
Type of Landscaping(Conservation Design orActive TurfJ: List Landscaping Type
Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff
might be feasibly captured and stored for irrigation use. Depending on the configuration of
buildings and other impervious areas on the site, you may consider the site as a whole, or
parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and
directing the stored runoff to the potential use(s) identified in Step 1 above.
Total Area of Impervious Surfaces: Insert Area (Acres)
Step 3: Cross reference the Design Storm depth for the project site (see Exhibit A of the WQMP
Guidance Document) with the left column of Table 2-4 in Chapter 2 to determine the
minimum area of Effective Irrigated Area per Tributary Impervious Area (EIATIA).
Enter your EIATIA factor: EIATIA Factor
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to
develop the minimum irrigated area that would be required.
Minimum required irrigated area: Insert Area (Acres)
Step 5: Determine if harvesting stormwater runoff for irrigation use is feasible for the project by
comparing the total area of irrigated landscape (Step 1) to the minimum required irrigated
area (Step 4).
Minimum required irrigated area(Step 4) Available Irrigated Landscape(Step 1)
Insert Area (Acres) Insert Area (Acres)
� Toilet Use Feasibility
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Complete the following steps to determine the feasibility of harvesting stormwater runoff for toilet
flushing uses on your site:
Step 1: Identify the projected total number of daily toilet users during the wet season, and account
for any periodic shut downs or other lapses in occupancy:
Projected Number of Daily Toilet Users:Number of daily Toilet Users
Project Type:Enter'Residential; 'Commercial; `Industrial'or'Schools'
Step 2: Identify the planned total of all impervious areas on the proposed Project from which runoff
might be feasibly captured and stored for toilet use. Depending on the configuration of
buildings and other impervious areas on the site,you may consider the Project site as a whole,
or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and
directing the stored runoff to the potential use(s) identified in Step 1 above.
Total Area of Impervious Surfaces:Insert Area(AcresJ
Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table
2-3 in Ch�pter 2 to determine the minimum number or toilet users per tributary impervious
acre(TUTIA).
Enter your TUTIA factor: TUTIA Factor
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to
develop the minimum number of toilet users that would be required.
Minimum number of toilet users:Required number of toilet users
Step 5: Determine if harvesting stormwater runoff for toilet flushing use is feasible for the Project by
comparing the Number of Daily Toilet Users (Step 1) to the minimum required number of
toilet users(Step 4).
Minimum required Toilet Users(Step 4) Projected number of toilet users(Step 1)
Insert Area (Acres) Insert Area (Acres)
Other Non-Potable Use Feasibility
Are there other non-potable uses for stormwater runoff on the site (e.g. industrial use)? See Chapter 2
of the Guidance for further information. If yes,describe below. If no,write N/A.
Insert text here describing how each included Site Design BMP will be implemented.
Step 1: Identify the projected average daily non-potable demand, in gallons per day, during the Wet
Season and accounting for any periodic shut downs or other lapses in occupancy or operation.
Average Daily Demand:Projected Average Daily Use(gpd)
Step 2: Identify the planned total of all impervious areas on the proposed Project from which runoff
might be feasibly captured and stored for the identified non-potable use. Depending on the
configuration of buildings and other impervious areas on the site, you may consider the
Project site as a whole, or parts of the site,to evaluate reasonable scenarios for capturing and
storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.
Total Area of Impervious Surfaces:Insert Area(AcresJ
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Step 3: Enter the Design Storm Depth for the Project site (see Exhibit A) into the left column of Table
2-5 in Chapter 2 to determine the minimum demand for non-potable uses of stormwater
runoff per tributary impervious acre.
Enter the factor from Table 2-3:Enter Value
Step 4: Multiply the unit value obtained from Step 4 by the total of impervious areas from Step 3 to
develop the minimum gpd of non-potable use that would be required.
Minimum required use:Minimum use required(gpdJ
Step 5: Determine if harvesting stormwater runoff for other non-potable use is feasible for the Project
by comparing the Number of Daily Toilet Users (Step 1) to the minimum required number of
toilet users(Step 4).
Minimum required non-potable use(Step 4) Projected average daily use(Step 1)
Minimum use required (gpd) Projected Average Daily Use (gpd)
If Irrigation, Toilet and Other Use feasibility anticipated demands are less than the applicable minimum
values, Harvest and Use BMPs are not required and you should proceed to utilize LID Bioretention and
Biotreatment BMPs, unless a site-specific analysis has been completed that demonstrates technical
infeasibility as noted in D.3 below.
D.3 Bioretention and Biotreatment Assessment
Infiltration-only BMPs su�ce;Section D.3 not applicable.
Other LID Bioretention and Biotreatment BMPs as described in Chapter 2.3 of the WQMP Guidance
Document are feasible on nearly all development sites with sufficient advance planning.
Select one of the following:
❑ LID Bioretention/Biotreatment BMPs will be used for some or all DMAs of the Project as
noted below in Section D.4
❑ A site-specific analysis demonstrating the technical infeasibility of all LID BMPs has been
performed and is included in Appendix 5. If you plan to submit an analysis demonstrating the
technical infeasibility of LID BMPs, request a pre-submittal meeting with the Copermittee with
jurisdiction over the Project site to discuss this option. Proceed to Section E to document your
alternative compliance measures.
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D.4 Other Limiting Geotechnical Conditions
See Section D.1,above.
Onsite retention may not be feasible due to specific geotechnical concerns identified in the Geotechnical
Report. If any, describe below. If no,write N/A:
Insert text here describing how each included Site Design BMP will be implemented.
Table DZ Geotechnical Concerns for Onsite Retention Table
�'ype of Geo,tech�n,ical Qoncerr�,S :�' DM�4s Feas,�ble,(By Name,o'r�ID�)� ' DM,As;lt�f�asib�e,(Sy,N,ame or1,D)'
Collapsible Soil
Expansive Soil
Slopes
Liquefaction
Other
� D.5 Feasibility Assessment Summaries
From the Infiltration, Harvest and Use, Bioretention and Biotreatment Sections above, complete Table
D.3 below to summarize which LID BMPs are technically feasible, and which are not, based upon the
established hierarchy.
Table D3 LID Prioritization Summary Matrix
DMA LID BMP Hierarchy No LID(Alternative
Name/ID 1. Infiltration 2. Harvest and use 3. 8ioretention 4. Biotreatment Compliance)
� � ❑ ❑ ❑ ❑
P � ❑ ❑ ❑ ❑
For those DMAs where LID BMPs are not feasible, provide a brief narrative below summarizing why they
are not feasible, include your technical infeasibility criteria in Appendix 5, and proceed to Section E
below to document Alternative Compliance measures for those DMAs. Recall that each proposed DMA
must pass through the LID BMP hierarchy before alternative compliance measures may be considered.
Underground inf/tration system wil/be used to in�ltrate the OCV into native onsite soils.
D.6 LID BMP Sizing
� _,
Each LID BMP must be designed to ensure that the DCV will be addressed by the selected BMPs. First,
calculate the DCV for each LID BMP using the VBMP worksheet in Appendix F of the LID BMP Design
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Handbook. Second, design the LID BMP to meet the required VBMP using a method approved by the
Copermittee with jurisdiction over the Project site. Utilize the worksheets found in the LID BMP Design
Handbook or consult with the Copermittee to assist you in correctly sizing your LID BMPs. Complete
Table D.4 below to document the DCV and the Proposed Volume for each LID BMP. Provide the
completed design procedure sheets for each LID BMP in Appendix 6.You may add additional rows to the
table below as needed.
Table D.4 DCV Calculations for LID BMPs
Post- DMA
DMA Project Effective pp�p Areas x
DMA (square Surface Impervious Runoff Runoff Enter 8MP Name/Identifier Here
Type/ID feet) Type Fraction,If �aCtor Factor
[A] [B] [C] [A]x[C]
I 337,589 Impervious 1.0 0.892 301,129
Proposed
P 211,657 HSGA 0.03 0.063 13,334 Design Volume
, Storm on Plans ..
Depth DCV�VgMp (cubic
(in) (cubic feetJ feet)
548,110 314,463 0.944 24,738 25,006
[A] �—�D� �E� �F� [D 12E] �G�
(B],[Cj is obtained as described in Section 2.5 of the WQMP Guidance Document
[E]is obtained from Exhibit A in the WQMP Guidance Document
[G]See BMP Calculations for Underground Infiltration Basin in Appendix 6
Each LID BMP must be designed to ensure that the Design Capture Volume (DCV)will be addressed by
the selected BMPs. First,calculate the Design Capture Volume for each LID BMP using the �VgMp
worksheet in Appendix F of the LID BMP Design Handbook.Second, design the LID BMP to meet the
required VBMP using a method approved by the Copermittee. Utilize the worksheets found in the LID
BMP Design Handbook or consult with your Copermittee. Complete Table D.5 below to document the
Design Capture Volume and the Proposed Volume for each LID BMP.You can add rows to the table as
needed.Alternatively,the Santa Margarita Hydrology Model (SMRHM)can be used to size LID BMPs to
address the DCV and, if applicable,to size Hydrologic Contro) BMPs to meet the Hydrologic Performance
Standard of the SMR HMP,as identified in Section E.
Table D.5 LID BMP Sizing
P \a. s �s ��.. k � I 4 `�.4t 4 V + +��„�tl :: y t A� k,A �� � 2 x�i��" «it' � r 4 a ;.4 d .�3t ai ry ".�,
i 5�t i', l 4 �,� r ���a �ti ^� ��.+, �, . a ,��4 a f ! �' ;`} ,� �ti L r x .
� � � � , fi 3 z = , ,, � � � ��� k � ����g�a��ap#u�'e , , , P�ro�pos,e`d�� {;
�- ° � i f 4 �' t:r 3 t a r �'��ra ' '4 5� ai k '�:�
B�1AP�N��ne/�D � DI�A,No� BM,P type j�Descrip�ion ��� �, , yy��� / 3 �,r ,� �,u �p�������
�..,e.,ai'` �k4.�e. .��5,�; w °� .t, � . .n� '���.ea r,� �" r!�� �3. ,.��'�����•;!:!�.A�'�... 4,Y�:����e���"�P'��'��,�'..��Yr�
Underground �� P Underground Infiltration 24,738 25,658
Infiltration Basin Basin
� _i
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/—`,
Section E: Implement Hydrologic Control BMPs and
Sediment Supply BMPs
If a completed Table A.2 demonstrates that the project is exempt from HMP Performance Standards,
specify N/A and proceed to Section F, if applicable, and Section G.
Section E is not applicable(N/AJ.
E.1 Onsite Feasibility of Hydrologic Control BMPs
An assessment of the feasibility of implementing onsite Hydrologic Control BMPs is required for all
projects.
Select one of the following:
❑ Yes — The implementation of Hydrologic Control BMPs is feasible onsite. (Proceed to Step E.3
and Step E.4J � �
- Or -
❑ No—The project site is larger than one acre and the implementation of Hydrologic Control BMPs
is not feasible onsite. (Proceed to Step E.5 and Step F for Alternative Compliance upon approval
of the Technical FeasibilityAssessment by the CopermitteeJ
' ❑ No — The project site is smaller than one acre and the implementation of Hydrologic Control
,
BMPs is not feasible onsite. (Proceed to Step E.2)
If the reasons for infeasibility are different from those listed in Section D.1, describe the technical or
spatial reasons that preclude the implementation of onsite Hydrologic Control BMPs. If none,write N/A:
Insert text here describing how each included Site Design BMP will be implemented.
Approval of the condition for infeasibility, if any, is required by the Copermittee. Has the condition for
infeasibility been approved by the Copermittee?
❑Y ❑ N ❑ N/A
E.2 Meeting the HMP Performance Standard for Small Project Sites
Select one of the followinq:
❑ Yes—The project site is equal to or larger than one acre. (Proceed to Step E.3, Step E.4, and Step
E.SJ
- Or -
❑ No—The project site is less than one acre. (Follow the remainder of Step E.2)
� .
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.
Only a Simplified Technical Feasibility Study is required from the applicant. Complete the Simplified
Technical Feasibility Study in Appendix 7, which must include, at a minimum, the soil conditions at the
PDP, a demonstration of the lack of available space for onsite Hydrologic Control BMPs, an explanation
of prohibitive costs to implement Hydrologic Control BMPs, and a written opinion from a Registered
Geotechnical Engineer identifying the infeasibility due to geotechnical concerns.
Select one of the following:
❑ Yes—Onsite Hydrologic Control BMPs are feasible. (Proceed to Step E.,Step E.4, and Step E.5J
- Or -
❑ No — Onsite Hydrologic Control BMPs are not feasible per the Simplified Technical Feasibility
Study. (Proceed to Section E.5 for Sediment Supply Performance Standard and Section F for
Alternative Compliance)
E.3 Hydrologic Control BMP Selection
Capture of the DCV and achievement of the Hydrologic Performance Standard may be met by combined
and/or separate structural BMPs. Similarly, compliance with the two identified requirements may be
fully or partially achieved onsite.
For each DMA, identify in Table E.1 if the DCV is fully or partially captured onsite, if the Hydrologic
Performance Standard is fully or partially met onsite (by using the SMRHM identified in Step E.4), and if
structural BMPs for compliance with the LID requirement and the Hydrologic Performance Standard are
combined.
Table E.1 LID&Hydromodification BMP Location
DMA LID BMP Hydrologic Control Combined gMP type and ID
BMP BMP
❑ Onsite ❑ Onsite
N/A ❑ Partially Onsite ❑ Partially Onsite ❑Yes Identify the ID and type of Hydrologic Control BMP
❑ Offsite ❑ Offsite ❑ No to mitigate 1st DMA
❑ None Required ❑ None Required
For each DMA provide a narrative describing if the DCV and the Hydrologic Performance Standard are to
be fully managed onsite. If not, the narrative should detail how and where offsite structural BMPs will
achieve management of the DCV and the Hydrologic Performance Standard.
DMA#1- Insert narrative description here
E.4 Hydrologic Control BMP Sizing N/A
Each Hydrologic Control BMP must be designed to ensure that the flow duration curve of the post-
development DMA will not exceed that of the pre-existing, naturally occurring, DMA by more than ten
�--- percent over a one-year period. Using SMRHM,the applicant shall demonstrate that the performance of
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�"�
each designed Hydrologic Control BMP complies with the Hydrologic Performance Standard. Complete
Table E.2 below and identify, for each DMA, the type of Hydrologic Control BMP, if the SMRHM model
confirmed the management (Identified as "passed" in SMRHM), the total volume capacity of the
Hydrologic Control BMP,the Hydrologic Control BMP footprint at top floor elevation, and the drawdown
time of the Hydrologic Control BMP. SMRHM summary reports should be documented in Appendix 7.
Refer to the SMRHM Guidance Document for additional information on SMRHM. You can add rows to
the table as needed.
Table E.2 Hydrologic Control BMP Sizing
�B�VIP ' DMQ � � � � " � `� S�VI�HM �� B1VIP Volurn�e ' "BMP brawd`o�nrn _'
'Nai�n'e/�ID� �No' BMP Type/Descri��ion passed ' ` 'v ,(ae ft�,, ,, Footprint�;(a'c),�" ,�ime�(hr).,
a� ,�..� .P. . ,.,,. ., ,. �. , .,.. : , �� .. . ,. .
� , ,... . . �, ., ., ,
N/A ❑
E.5 Implement Sediment Supply BMPs N/A
The applicant may refer to Section 2.3 of the SMR HMP for a comprehensive description of the
methodology to meet the Sediment Supply Performance Standard. Complete the following steps to
determine compliance with the Sediment Supply Performance Standard:
Step 1: Identify if the site is a Significant Source of Bed Sediment Supply to the receiving channel
❑ Step 1.A—Is the Bed Sediment of onsite streams similar to that of receiving streams?
Rate the similarity: ❑ High
❑ Medium
❑ Low
Results from the geotechnical and sieve analysis to be performed both onsite and in the
receiving channel should be documented in Appendix 7. Of particular interest,the results of the sieve
analysis,the soil erodibility factor,a description of the topographic relief of the project area, and the
lithology of onsite soils should be reported in Appendix 7.
❑ Step 1.B—Are onsite streams capable of delivering Bed Sediment Supply from the site, if any,to
the receiving channel?
Rate the potential: ❑ High
❑ Medium
❑ Low
Results from the analyses of the sediment delivery potential to the receiving channel should be
documented in Appendix 7 and identify, at a minimum, the Sediment Source, the distance to the
� ,; receiving channel, the onsite channel density, the project watershed area, the slope, length, land use,
and rainfall intensity.
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❑ Step 1.0—Will the receiving channel adversely respond to a change in Bed Sediment Load?
Rate the need for bed sediment supply:
❑ High
❑ Medium
❑ Low
Results from the in-stream analysis to be performed both onsite should be documented in Appendix 7.
The analysis should, at a minimum, quantify the bank stability and the degree of incision, provide a
gradation of the Bed Sediment within the receiving channel, and identify if the channel is sediment
supply-limited.
❑ Step 1.D—Summary of Step 1
Summarize in Table E.3 the findings of Step 1 and associate a score (in parenthesis) to each step. The
sum of the three individual scores determines if a stream is a significant contributor to the receiving
stream.
• Sum is equal to or greater than eight - Site is a significant source of sediment bed
�- - material — all on-site streams must be preserved or by-passed within the site plan. The
applicant shall proceed to Step 2 for all onsite streams.
• Sum is greater than five but lower than eight. Site is a source of sediment bed material—
some of the on-site streams must be preserved (with identified streams noted). The
applicant shall proceed to Step 2 for the identified streams only.
• Sum is equal to or lower than five. Site is not a significant source of sediment bed
material.The applicant may advance to Section F.
Table E.3 Triad Assessment Summary
Step Rating Total Score
1.A ❑ High(3) ❑ Medium (2) ❑ Low(1) N/A
1.B ❑ High(3) ❑ Medium (2) ❑ Low(1) N/A
1.0 ❑ High(3) ❑ Medium (2) ❑ Low(1) N/A
Significant Source Rating of Bed Sediment to the receiving channel(s) N/A
Step 2: Preservation of Identified Onsite Channels
Onsite streams identified as a Significant Source of Bed Sediment should be avoided in the site design.
Check one of the following:
❑ The site design does avoid all onsite channels identified as a Significant Source of Bed Sediment (The
applicant may disregard subsequent steps of Section E.5 and directly advance directly to Section F.)
- Or -
�'� �
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❑ The site design does NOT avoid all onsite channels identified as a Significant Source of Bed Sediment
(The applicant may proceed with the subsequent steps of Section E.5J.
Provide in Appendix 7 a site map that identifies all onsite channels and highlights those onsite channels
that were identified as a Significant Source of Bed Sediment.The site map shall demonstrate, if feasible,
that the site design avoids those onsite channels identified as a Significant Source of Bed Sediment. In
addition,the applicant shall describe the characteristics of each onsite channel identified as a Significant
Source of Bed Sediment. If the design plan cannot avoid the onsite channels, please provide a rationale
for each channel individually.
Identified Channel#1-Insert narrative description here
Step 3: By-Pass of Upstream Drainage(s) to Preserve the discharge of Bed Sediment Supply to the
receiving channel(s)
Onsite channels identified as a Significant Source of Bed Sediment Supply should be by-passed the
discharge of Bed Sediment Supply to the receiving channel(s).
Check one of the following:
❑ The site design does avoid and/or bypass all onsite channels identified as a source of Bed Sediment
Supply(The applicant may directly advance to Section F.)
- Or -
❑ The site design does NOT avoid or by-pass all onsite channels identified as a source of Bed Sediment
Supply(The applicant may proceed to an Alternative Approach, as defined in Section F).
Provide in Appendix 7 a site map that identifies all onsite channels and highlights those onsite channels
that were identified as a Significant Source of Bed Sediment Supply. The site map shall demonstrate, if
feasible, that the site design avoids or by-passes those onsite channels of significant Bed Sediment
Supply to the receiving channel(s). In addition, the applicant shall describe the characteristics of each
onsite channel identified as a Significant Source of Bed Sediment Supply. If the design plan cannot avoid
or by-pass the onsite channels, please provide a rationale for each channel individually.
Identified Channel#1-Insert narrative description here
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Section F: Alternative Compliance
Section F is not applicable since Alternative Compliance is not required nor elected(N/A).
LID BMPs and Hydrologic Control BMPs are expected to be feasible on virtually all projects.Where LID
BMPs and/or Hydrologic Control BMPs have been demonstrated to be infeasible as documented in
Section D and/or Section E, respectively,other Treatment Control BMPs or alternative compliance
approaches must be used (subject LID waiver and/or HMP alternative compliance approval by the
Copermitteej.
In addition, if supporting documentation demonstrates the infeasibility to implement Sediment Supply
BMPs onsite(See Section E.5),the applicant may refer to Section F.S.
Check one of the following boxes:
❑ LID Principles, LID BMPs, Hydrologic Control BMPs,and Sediment Supply BMPs have been
incorporated into the site design to fully address all Drainage Management Areas. No alternative
compliance measures are required for this project and thus this Section is not required to be
completed.
- Or -
❑ LID Principles and LID BMPs have NOT been incorporated into the site design to fully address the
LID requirements for all Drainage Management Areas AND HMP Performance Standards are not
fully addressed in the following Drainage Management Areas.
'� o The following Drainage Management Areas are unable to be addressed using LID BMPs.
A site specific analysis demonstrating technical infeasibility of LID BMPs has been
approved by the Copermittee and included in Appendix 5.The following alternative
compliance measures on the following pages are being implemented to ensure that any
pollutant loads expected to be discharged by not incorporating LID BMPs,are fully
mitigated.The applicant should complete Section F.1,Section F.2, and Section F.3,as
applicable.
o A site specific analysis demonstrating technical infeasibility of Hydrologic Control BMPs
and Sediment Supply BMPs has been approved by the Copermittee and included in
Appendix 7. Projects less than one acre have completed the Simplified Technical
Feasibility Study.The applicant should complete Section F.5 and/or Section F.6,as
applicable.
List DMAs Here.
- Or -
❑ LID Principles and LID BMPs have been incorporated into the site design to fully address the DCV
for all Drainage Management Areas. However, HMP Performance Standards are not fully
addressed in the following Drainage Management Areas.A site specific analysis demonstrating
technical infeasibility of Hydrologic Control BMPs and Sediment Supply BMPs has been
approved by the Copermittee and included in Appendix 7. Projects less than one acre have
completed the Simplified Technical Feasibility.The applicant should complete Section F.5 and/or
Section F.6, as applicable.
�;
List DMAs Here.
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F.1 Identify Pollutants of Concern NlA
Utilizing Table A.1 from Section A above which noted your project's Receiving Waters and their
associated USEPA approved 303(d) listed impairments, cross reference this information with that of
your selected Priority Development Project Category in Table F.1 below. If the identified General
Pollutant Categories are the same as those listed for your Receiving Waters, then these will be your
Pollutants of Concern and the appropriate box or boxes will be checked on the last row. The purpose of
this is to document compliance and to help you appropriately plan for mitigating your Pollutants of
Concern in lieu of implementing LID BMPs.
Table F.1 Potential Pollutants by Land Use Type
PriorityDevelopment General Pollutant Categories
Project Categories and/or Toxic
Pro'ect Features check those Bacterial Trash& Oil&
1 ( Metals Nutrients Pesticides Organic Sediments -
that a I Indicators Debris Grease '
pp Y) Compounds
Detached Residential
� Development P N P P N P P P
Attached Residential �z�
� Development P N P P N P P P
� Commercial/Industrial P�s� P P(�) P(�) pcs) p(�> P P
Development
� Automotive Repair N P N N P�'�5� N P P
Shops
� Restaurants P N N N N N P P
(>5,000 ft2)
� Hillside Development P N P P N P P P
(>5,000 ft )
� Parking Lots P(s� p P��� P��� P�4� P��� P P
(>5,000 ft )
❑ Retail Gasoline Outlets N P N N P N P P
Project Priority Pollutant(sj � � � � � � � �
of'Concern
P=Potential
N=Not Potential
�'�A potential Pollutant if non-native landscaping exisfs or is proposed onsite;otherwise not expected
�2�A pofential Pollutant if the project includes uncovered parking areas;otherwise not expected
�3�A potential Pollutant is land use involving animal wasfe
�'�Specifically petroleum hydrocarbons
�5�Specifically solvents
— �s�Bacterial indicators are routinely defected in pavement runoff
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F.2 Stormwater Credits N/A
Projects that cannot implement LID BMPs but nevertheless implement Smart Growth Principles are
potentially eligible for Stormwater Credits. Utilize Table 3-7 within the WQMP Guidance Document to
identify your Project Category and its associated Water Quality Credit. If not applicable,write N/A.
Table F.2 Stormwater Credits
Qualifying Project Categories Credit Percentage2
N/A
Total Credit Percentage
1Cannot Exceed 50%
206tqin corresponding data from Table 3-7 in the WQMP Guidance Document
F.3 Sizing Criteria N/A
After you appropriately considered Stormwater Credits for your Project, utilize Table F.3 below to
appropriately size them to the DCV, or Design Flow Rate, as applicable. Please reference Chapter 3.5.5 of
the WQMP Guidance Document for further information.
Table F.3 Treatment Control BMP Sizing
Post-
� DMA Projec[ Effedive OMA DMA x
� DMA (square SurFace Impervious RunofF Runoff EnterBMPName/IdentifierHere
Type/ID feet) Type Frettion,l� �actw Factor
[A] [BJ (C] [Aj x[C]
N�q Proposed
Volume or
Flow on
Design Minimum OCV or TotalStorm Water Plans
Storm Design Flow Rate Credit ib Reduction (cubic feet
Depth(in) (cubic feer or cjs) or cJs)
��A� E=LD] IE] LF] _ [D�G�E] [F]X(1-IH]) L�
[B],[C)is obtained as described in Section 2.5 from the WQMP Guidance Document
[E]is obtained from Exhibit A in the WQMP Guidance Document
[G]is for Flow-Based Treatment Control BMPs[G]=43,560,for Volume-Based Control Treatment BMPs,[G�=12
[H]is from the Total Stormwater Credit Percentage as Calculated from Table E.2 above
[I]as obtained from a design procedure sheet from the BMP manufacturer and should be included in Appendix 6
\ �
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F.4 Treatment Control BMP Selection N/A
Treatment Control BMPs typically provide proprietary treatment mechanisms to treat potential
Pollutants in runoff, but do not sustain significant biological processes. Treatment Control BMPs must
have a removal efficiency of a medium or high effectiveness as quantified below:
• High: equal to or greater than 80%removal efficiency
• Medium: between 40%and 80%removal efficiency
Such removal efficiency documentation (e.g., studies, reports, etc.) as further discussed in Chapter 3.5.2
of the WQMP Guidance Document, must be included in Appendix 6. In addition, ensure that proposed
Treatment Control BMPs are properly identified on the WQMP Site Plan in Appendix 1.
Table F.4 Treatment Control BMP Selection
Selected Treatment Control BMP Priority Pollutant(s)of Removal Efficiency
Name or IDl Concern to Mitigate2 Percentage3
N/A
'Treatment Control BMPs must not be constructed within Receiving Waters.In addition,a proposed Treatment GontrolBMP may
be listed more than once if they possess more than one qualifying pollutant removal efficiency.
Z Cross Reference Table E.1 above to populate this co/umn.
3 As documented in a Copermittee Approved Study and provided in Appendix 6.
F.5 Hydrologic Performance Standard — Alternative Compliance
Approach N/A
Alternative compliance options are only available if the governing Copermittee has acknowledged the
infeasibility of onsite Hydrologic Control BMPs and approved an alternative compliance approach.
Attach to Appendix 7 the Technical Feasibility Study(Projects equal or greater than one acre)or
Simplified Technical Feasibility Study(Projects less than one acre)along with a written approval from
the Copermittee.The applicant may refer to Section 2.2.iv of the SMR HMP for extensive guidelines on
the alternative compliance approach.
Select the pursued alternative and describe the specifics of the alternative:
❑ Offsite Hydrologic Control Management within the same channel system
Insert narrative description here
❑ In-Stream Restoration Project
Insert narrative description here
For Offsite Hydrolo�ic Control BMP Option
Each Hydrologic Control BMP must be designed to ensure that the flow duration curve of the post-
development DMA will not exceed that of the pre-existing, naturally occurring, DMA by more than ten
percent over a one-year period. Using SMRHM,the applicant shall demonstrate that the performance of
each designed Hydrologic Control BMP is equivalent with the Hydrologic Performance Standard for
onsite conditions. Complete Table F.4 below and identify,for each Hydrologic Control BMP,the
equivalent DMA the Hydrologic Control BMP mitigates,that the SMRHM model passed,the total volume
capacity of the BMP,the BMP footprint at top f�oor elevation, and the drawdown time of the BMP.
��— ` SMRHM summary reports for the alternative approach should be documented in Appendix 7. Refer to
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the SMRHM Guidance Document for additional information on SMRHM.You can add rows to the table
as needed.
Table F.5 Offsite Hydrologic Control BMP Sizing
BMP Nar�,e/Type Equivalent�DMA(ac)a .":SMRHM B(VIP V'olume � BMP�Footprint D,r,awdown
�� ' �` Passed k(ac f�) (ac)` ` tirne(lir):
N/a 0
For Instream Restoration Option
Attach to Appendix 7 the technical report detailing the condition of the receiving channel subject to the
proposed hydrologic and sediment regimes. Provide the full design plans for the in-stream restoration
project that have been approved by the Copermittee.
F.6 Sedim"ent Supply Performance Standard - Alternative Compliance
N/A
The alternative compliance option to the Sediment Supply Performance Standard is only available if the
governing Copermittee has approved the investigation of alternative Bed Sediment Supply options.
Attach to Appendix 7 the Technical Feasibility Study, along with the modeling analysis,the long-term
,: monitoring program, and the potential corrective actions,that demonstrate the performance of the
�` overall alternative compliance program.The applicant may refer to Section 2.3.ii of the SMR HMP for
extensive guidelines on the alternative compliance approach.
Provide a narrative describing the alternative Bed Sediment Supply approach, including the long-term
monitoring program and the findings of the numerical modeling.
Insert narrative description here
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Section G: Source Control BMPs
Source Control BMPs include permanent, structural features that may be required in your Project plans
— such as roofs over and berms around trash and recycling areas — and Operational BMPs, such as
regular sweeping and "housekeeping", that must be implemented by the site's occupant or user. The
Maximum Extent Practicable (MEP) standard typically requires both types of BMPs. In general,
Operational BMPs cannot be substituted for a feasible and effective structural BMP. Using the Pollutant
Sources/Source Control Checklist in Appendix 8, review the following procedure to specify Source
Control BMPs for your site:
1. Identify Pollutant Sources: Review Column 1 in the Pollutant Sources/Source Control Checklist.
Check off the potential sources of Pollutants that apply to your site.
2. Note Locations on Project-Specific WQMP Exhibit: Note the corresponding requirements listed in
Column 2 of the Pollutant Sources/Source Control Checklist. Show the location of each Pollutant
source and each permanent Source Control BMP in your Project-Specific WQMP Exhibit located in
Appendix 1.
3. Prepare a Table and Narrative: Check off the corresponding requirements listed in Column 3 in the
Pollutant Sources/Source Control Checklist. In the left column of Table G.1 below, list each potential
source of Pollutants on your site (from those that you checked in the Pollutant Sources/Source
Control Checklist). In the middle column, list the corresponding permanent, Structural Source
Control BMPs (from Columns 2 and 3 of the Pollutant Sources/Source Control Checklist) used to
� prevent Pollutants from entering runoff. Add additional narrative in this column that explains any
special features, materials or methods of construction that will be used to implement these
permanent, Structural Source Control BMPs.
4. Identify Operationa/Source Contro/BMPs:To complete your table, refer once again to the Pollutant
Sources/Source Control Checklist. List in the right column of your table the Operational BMPs that
should be implemented as long as the anticipated activities continue at the site. Copermittee
stormwater ordinances require that applicable Source Control BMPs be implemented; the same
BMPs may also be required as a condition of a use permit or other revocable Discretionary Approval
for use of the site.
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Tabie G.1 SYructural and Operational Source Control BMP
Potential Sources of Runoff Operational Source Control BMPs
Pollutants Structura)Source Controi BMPs
• Wording shall be maintained or
replaced per the O&M Schedule
in Appendix 9.
• See applicable operational BMPs
Inlets shall be marked with words �n SC-44 in Appendix 10.
Storm Drain Inlets "Only Rain Down the Storm Drain"or • The following shall be included in
similar wording. lease agreements,`?enant shall
not allow anyone to discharge
anything to storm drains or to
store or deposit materials so as
to create a potential discharge to
storm drains."
Final landscape plans shall accomplish
the following:
• Landscape shall be designed to
minimize irrigation and runoff,
promote surface infiltration where • Maintain landscaping using
appropriate,and minimize use of minimum to no pesticides.
fertilizers and pesticides that can • See"What You Should Know for
contribute to stormwater. Landscape and Gardening"
Landscape/Outdoor Pesticide Use . Consideration given to use of pest- brochure in Appendix 10.
resistant plants especially adjacent • Provide Integrated Pest
to hardscape. Management information to new
• For successful establishment,plants owners,lessees,and operators.
shall be selected appropriate to site
soils,slopes,climate,sun,rain,land
use,ecological consistency,and
plant interactions.
• Maintain adequate number of
receptacles and inspect regularly;
repair or replace leaky
receptacles.
• Site refuse area shall be walled, • Keep receptacles covered.
covered,curbed and graded to • Prohibit/prevent dumping of
prevent run-on. liquid or hazardous wastes.
Outdoor Refuse Areas . Signs will be posted on or near • Post"No Hazardous Materials"
dumpsters with the words,"Do not signs.
dump hazardous materials here"or • Inspect and pick up litter daily
similar wording. and clean up spills immediately.
• Keep spill control materials
available onsite.
• See applicable operational BMPs
in SC-34 in Appendix 10.
• Sweep sidewalks and parking lot
regularly to prevent
accumulation of litter and debris.
Sidewalks and Parking Lots - • Use vacuum assisted sweeping
for pervious parking surface to
maintain pore openings.
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Section H: Construction Plan Checklist
Populate Table H.1 below to assist the plan checker in an expeditious review of your project. The first
two columns will contain information that was prepared in previous steps,while the third column will be
populated with the corresponding plan sheets. This table is to be completed with the submittal of your
final Project-Specific WQMP.
Table H.1 Construction Plan Cross-reference
BMP Identifier
SMP No.or ID and Description Corresponding Plan Sheet{s) Latitude and Longitude
Underground Underground PA 16-0063(LD 16-4101) 33.516515'N
Infiltration Infiltration Tract 35181 Precise Grading
Basin Basin Plan sheets 4 and 11 117.182575°W
Note that the updated table — or Construction Plan WQMP Checklist — is only a reference tool to -
facilitate an easy comparison of the construction plans to your Project-Specific WQMP. The Copermittee
with jurisdiction over the Project site can advise you regarding the process required to propose changes
to the approved Project-Specific WQMP.
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i
Section i: Operation, Maintenance and Funding
The Copermittee with jurisdiction over the Project site will periodically verify that BMPs on your Project
are maintained and continue to operate as designed.To make this possible,the Copermittee will require
that you include in Appendix 9 of this Project-Specific WQMP:
1. A means to finance and implement maintenance of BMPs in perpetuity, including replacement
cost.
2. Acceptance of responsibility for maintenance from the time the BMPs are constructed until
responsibility for operation and maintenance is legally transferred. A warranty covering a
period following construction may also be required.
3. An outline of general maintenance requirements for the Stormwater BMPs you have selected.
4. Figures delineating and designating pervious and impervious areas, location, and type of
Stormwater BMP, and tables of pervious and impervious areas served by each facility. Geo-
locating the BMPs using a coordinate system of latitude and longitude is recommended to
help facilitate a future statewide database system.
5. A separate list and location of self-retaining areas or areas addressed by LID Principles that do
not require specialized Operations and Maintenance or inspections but will require typical
landscape maintenance as noted in Chapter S, in the WQMP Guidance. Include a brief
description of typical landscape maintenance for these areas.
The Copermittee with jurisdiction over the Project site will also require that you prepare and submit a
detailed BMP Operation and Maintenance Plan that sets forth a maintenance schedule for each of the
BMPs built on your site. An agreement assigning responsibility for maintenance and providing for
inspections and certification may also be required.
Details of these requirements and instructions for preparing a BMP Operation and Maintenance Plan are
in Chapter 5 of the WQMP Guidance Document.
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�, Table 1.1 Operation and Maintenance Details
Reference—BMP O&M Requirements O&M Frequency
• Sweep sidewalks and parking lots regularly to prevent Weekly
accumulation of litter and debris.
• Use vacuum assisted sweeping for parking surfaces to remove
sediments and smaller particulates to extend life of infiltration Monthly
Underground basin.
Infiltration Basin • Remove all foreign material(litter,debris,clippings,trimmings, Weekly and with all
etc.)from the landscaped area. landscape maintenance
• Follow all Operation and Maintenance Guidelines of
manufadurer of Stormtech Chambers found in Appendix 9, Per Appendix 9
especially maintenance of the pre-treatment Isolator Row.
• Maintain walled covered refuse area to prevent run-on—
inspect and maintain annually and as needed.
• Dumpster area shail be cleaned and inspected weekly to
Refuse Areas prevent accumulation of debris and decomposition. Per requirements noted
at left
• Maintain clear and readable signage with the words,"Do not
dump hazardous materials here"or similar—inspect and
maintain annually and as needed.
• Maintain legibility of words,"Only Rain Down the Storm �
Drain:' Replace as necessary. Perform inspedion and any
Private Storm Drain needed maintenance annually. Per requirements noted
Inlets . Keep drain grates clean,clear,open and able to freely pass at left
water—weekly and with all landscape maintenance activities.
• Owner shall distribute to all new tenants the"What You
Should Know for Landscape and Gardening"brochure in
Appendix 9 and other materials summarizing resident per requirements noted
� Tenant Education responsibilities associated with not littering and not dumping at left
hazardous materials in refuse,in accord with these O&M
requirements. These materials shall be provided to each
tenant upon first occupation.
• Repair malfunctioning and leaking sp�inkler system pipes
and/or heads as needed with a minimum inspection and
maintenance frequency of twice monthly.
• All irrigation systems and their components shall be
Landscape maintained at all times to operate efficiently per original Per requirements noted
design requirements.
at left
• Pesticides and fertilizers shall not be used normally for
landscape maintenance.
• Grass clippings and landscape trimmings shall be removed.
Maintenance Mechanism: The underground infiltration basin and all BMPs and private storm drain
system will be maintained by:
The Macklin Companies,Inc.
4041 MacArthur Blvd.Suite 220
Newport Beach,CA 92660
(949)422-2042
OR
future property owner
Will the proposed BMPs be maintained by a Homeowners' Association (HOA) or Property Owners
Association (POA)?
❑Y � N
Include your Operation and Maintenance Plan and Maintenance Mechanism in Appendix 9.Additionally,
__ include all pertinent forms of educational materials for those personnel that will be maintaining the
proposed BMPs within this Project-Specific WQMP in Appendix 10.
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�� � Acronyms, Abbreviations and Definitions
2010 SMR MS4 Order No. R9-2010-0016,an NPDES Permit issued by the San Diego
Permit Regional Water Quality Control Board.
Applicant Public or private entity seeking the discretionary approval of new
or replaced improvements from the Copermittee with jurisdiction
over the project site. The Applicant has overall responsibility for
the implementation and the approval of a Priority Development
Project. The WQMP uses consistently the term"user" to refer to the
applicant such as developer or project proponent.
The WQMP employs also the designation "user" to identify the
Registered Professional Civil Engineer responsible for submitting
the Pro'ect-S ecific WQMP,and desi 'n the re uired BMPs.
Best Management Defined in 40 CFR 122.2 as schedules of activities, prohibitions of
Practice (BMP) practices, maintenance procedures, and other management
practices to prevent or reduce the pollution of water's of the United
States. SMPs also include treatment requirements, operating
procedures and practices to control plant site runoff, spillage or
leaks, sludge or waste disposal, or drainage from raw material
storage. In the case of municipal storm water permits, BMPs are
icall used in lace of numeric effluent limits.
' BMP Fact Sheets BMP Fact Sheets are available in the LID SMP Design Handbook.
� Individual BMP Fact Sheets include sitting considerations, and
design and sizing guidelines for seven types of structural BMPs
(infiltration basin,infiltration trench,permeable pavement,harvest-
and-use,bioretention,extended detention basin,and sand filter .
California Publisher of the California Stormwater Best Management Practices
Stormwater Quality Handbooks,available at
Association (CASQA) www.cabmphandbooks.com.
Conventional A type of BMP that provides treatment of stormwater runoff.
Treatment Control Conventional treatment control BMI's, while designed to treat
BMP particular Pollutants, typically do not provide the same level of
volume reduction as LID BMPs, and commonly require more
specialized maintenance than LID BMPs. As such, the 2010 SMR
MS4 Permit and this WQMP require the use of LID BMPs wherever
feasible,before Conventional Treatment BMPs can be considered or
im lemented.
Copermittees The 2010 SMR MS4 Permit identifies the Cities of Murrieta,
Temecula, and Wildomar, the County, and the District, as
Co ermittees for the SMR.
County The abbreviation refers to the County of Riverside in this
document.
CEQA California Environmental Quality Act-a statute that requires state
and local agencies to identify the significant environmental impacts
��' of their actions and to avoid or miti ate those im acts,if feasible.
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CIMIS California lrrigation Management Information System-an
integrated neitivork of 118 automated active weather stations all
over California managed by the California Department of Water
Resources.
CWA Clean Water Act-is the primary federal law governing water
pollution. Passed in 1972,the CWA established the goals of
eliminating releases of high amounts of toxic substances into water,
elirninating additional water pollution by 1985,and ensuring that
surface waters would meet standards necessary for human sports
and recreation by 1983.
CWA Section 402(p) is the federal statute requiring NPDES permits
for dischar es from MS4s.
CWA Section 303(d) Impaired water in which water quality does not meet applicable
Waterbody water quality standards and/or is not expected to meet water
quality standards,even after the application of technology based
pollution controls required by the CWA. The discharge of urban
� runoff to these water bodies by the Copermittees is significant
because these discharges can cause or contribute to violations of
a licable water uali standards.
Design Storm The 2010 SMR MS4 Permit has established the 85th percentile,24-
hour storm event as the "Design Storm".The applicant may refer to
Exhibit A to identify the applicable Design Storm Depth (D85) to
'
the ro'ect.
DCV Design Capture Volume (DC� is the volume of runoff produced
from the Design Storm to be mitigated through LID Retention
SMPs,Other LID BMPs and Volume Based Conventional
Treatment SMPs,as a ro riate.
Design Flow Rate The design flow rate represents the minimum flow rate capacity
that flow-based conventional treatment control SMPs should treat
to the MEP,when considered.
DCIA Directly Connected Irnpervious Areas-those impervious areas that
are hydraulically connected to the MS4(i.e. street curbs,catch
basins,storm drains,etc.) and thence to the structural SMP without
flowin over ervious areas.
Discretionary A decision in which a Copermittee uses its judgment in deciding
Approval whether and how to carry out or approve a project.
District �verside County Flood Control and Water Conservation District.
DMA A Drainage Management Area-a delineated portion of a project
site that is hydraulically connected to a common structural BMP or
conveyance point. The Applicant may refer to Section 3.3 for
further idelines on how to delineate DMAs.
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Drawdown Time Refers to the amount of time the design volume takes to pass
through the BMP. The specified or incorporated drawdown times
are to ensure that adequate contact or detention tirne has occurred
for treatment,while not creating vector or other nuisance issues.It
is important to abide by the drawdown time requirements stated in
the fact sheet for each s ecific BMP.
Effective Area Area which 1) is suitable for a BMP(for example,if infiltration is
potentially feasible for the site based on infeasibility criteria,
infiltration must be allowed over this area) and 2) receives runoff
from im ervious areas.
ESA An Environmental Sensitive Area(ESA) designates an area"in
which plants or animals life or their habitats are either rare or
especially valuable because of their special nature or role in an
ecosystem and which would be easily disturbed or degraded by
hurnan activities and developments". (Reference: California Public
Resources Code§30107.5 .
ET Evapotranspiration(ET) is the loss of water to the atxnosphere by
the combined processes of evaporation (from soil and plant
surfaces) and transpiration(from plant tissues). It is also an
indicator of how much water crops,lawn, garden,and trees need
for health owth and roductivi
FAR The Floor Area Ratio (FAR) is the total square feet of a building
divided b the total s uare feet of the lot the buildin is located on.
Flow-Based BMP Flow-based BMPs are conventional treatment control BMPs that are
sized to treat the desi flow rate.
pppp Facility Pollution Prevention Plan
HCOC Hydrologic Condition of Concern - Exists when the alteration of a
site's hydrologic regime caused by development would cause
significant impacts on downstream channels and aquatic habitats,
alone or in cori unction with im acts of other ro'ects.
HMP Hydrornodification Management Plan- Plan defining Performance
Standards for PDPs to manage increases in runoff discharge rates
and durations.
Hydrologic Control BMP to mitigate the increases in runoff discharge rates and
gMp durations and meet the Performance Standards set forth in the
HMI'.
HSG Hydrologic Soil Groups - soil classification to indicate the
minimum rate of infiltration obtained for bare soil after prolonged
wetting. The HSGs are A (very low runoff potential/high
infiltration rate), B, C, and D (high runoff potential/very low
infiltration rate
Hydromodification The 2010 SMR MS4 Permit identifies that increased volurne,
velocity, frequency and discharge duration of storm water runoff
from developed areas has the potential to greatly accelerate
downstream erosion, impair stream habitat in natural drainages,
�-% and ne ativel im act beneficial uses.
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i��.
JRMP A separate Jurisdictional Runoff Management Plan (JRMP) has
been developed by each Copermittee and identifies the local
programs and activities that the Copermittee is implernenting to
meet the 2010 SMR MS4 Permit re uirements.
LID Low Impact Development(LID) is a site design strategy with a goal
of maintaining or replicating the pre-development hydrologic
regime through the use of design techniques. LID site design BMPs
help preserve and restore the natural hydrologic cycle of the site,
allowing for filtration and infiltration which can greatly reduce the
volume, peak flow rate, velocity, and pollutant loads of storm
water runoff.
LID BMP A type of stormwater SMP that is based upon Low Impact
Development concepts. LID BMPs not only provide highly effective
treatment of stormwater runoff, but also yield potentially
significant reductions in runoff volume -helping to mimic the pre-
project hydrologic regime, and also require less ongoing
� maintenance than Treatment Control BMPs. The applicant may
refer to Cha ter 2.
LID BMP Design The LID SMP Design Handbook was developed by the
Handbook Copermittees to provide guidance for the planning, design and
maintenance of LID BMPs which may be used to mitigate the water
uali im acts of PDPs within the Coun .
� LID Bioretention BMP LID Bioretention BMPs are bioretention areas are vegetated (i.e.,
landscaped) shallow depressions that provide storage, infiltration,
and evapotranspiration, and provide for pollutant removal (e.g.,
filtration, adsorption, nutrient uptake) by filtering stormwater
through the vegetation and soils. In bioretention areas, pore spaces
and organic material in the soils help to retain water in the form of
soil moisture and to promote the adsorption of pollutants (e.g.,
dissolved metals and petroleum hydrocarbons) into the soil matrix.
Plants use soil moisture and promote the drying of the soil through
transpiration.
The 2010 SMR MS4 Permit defines "retain" as to keep or hold in a
particular place,condition, or position without discharge to surface
waters.
LID Biotreatment $MPs that reduce stormwater pollutant discharges by intercepting
gMp rainfall on vegetative canopy, and through incidental infiltration
and/or evapotranspiration, and filtration, and other biological and
chemical processes. As stormwater passes down through the
planting soil, pollutants are filtered, adsorbed, biodegraded, and
sequestered by the soil and plants, and collected through an
underdrain.
LID Harvest and BMPs used to facilitate capturing Storrnwater Runoff for later use
Reuse BMP �'�'ithout negatively impacting downstream water rights or other
Beneficial Uses.
� ,�
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--_�
i'
LID Infiltration BMP BMPs to reduce stormwater runoff by capturing and infiltrating the
runoff into in-situ soils or amended onsite soils. Typical LID
Infiltration BMPs include infiltration basins, infiltration trenches
and ervious avements.
LID Retention BMP BMPs to ensure full onsite retention without runoff of the DCV
such as infiltration basins, bioretention, chambers, trenches,
ermeable avement and avers,harvest and reuse.
LID Principles Site design concepts that prevent or rninimize the causes (or
drivers) of post-construction impacts, and help mimic the pre-
develo ment h drolo 'c re ime.
MEP Maximum Extent Practicable - standard established by the 1987
amendments to the CWA for the reduction of Pollutant discharges
from M54s. Refer to Attachment C of the 2010 SMR MS4 Permit for
a complete definition of MEP.
, MF Multi-family - zoning classification for parcels having 2 or more
livin residential units.
MS4 Municipal Separate Storm Sewer System (MS4) is a conveyance or
system of conveyances (including roads with drainage systems,
municipal streets, catch basins, curbs, gutters, ditches, man-made
channels, or storm drains): (i) Owned or operated by a State, city,
town, borough, couniy, parish, district, association, or other public
�` body (created by or pursuant to State law) having jurisdiction over
disposal of sewage,industrial wastes, storm water, or other wastes,
including special districts under State law such as a sewer district,
flood control district or drainage district, or similar entity, or an
Indian tribe or an authorized Indian tribal organization, or
designated and approved managernent agency under section 208 of
the CWA that discharges to waters of the United States; (ii)
Designated or used for collecting or conveying storm water; (iii)
Which is not a combined sewer; (iv) Which is not part of the
Publicly Owned Treatxnent Works (POT'W) as defined at 40 CFR
122.26.
New Development Defined by the 2010 MS4 permit as 'Priority Development Projects'
Project � �e project, or a component of the project meets the categories
and thresholds described in Section 1.1.1.
NPDES National Pollution Discharge Elimination System - Federal
program for issuing, modifying, revoking and reissuing,
terminating, monitoring and enforcing permits, and imposing and
enforcing pretreatment requirements, under Sections 307, 318, 402,
and 405 of the CWA.
NRCS Natural Resources Conservation Service
ppp Priority Development Project - Includes New Development and
Redevelopment project categories listed in Section F.1.d(2) of Order
No. R9-2009-0002.
'�
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._ �
�
Priority Pollutants of Pollutants expected to be present on the project site and for which a
Concern downstream water body is also listed as Impaired under the CWA
Section 303(d list or b a TMDL.
Project-Specific A plan specifying and documenting permanent LID Principles and
WQMp Stormwater SMPs to control post-construction Pollutants and
stormwater runoff for the life of the PDP, and the plans for
o eration and maintenance of those BMPs for the life of the ro'ect.
Receiving Waters Waters of the United States.
Redevelopment 'I'he creation, addition, and or replacement of impervious surface
Project on an already developed site. Examples include the expansion of a
building footprint, road widening, the addition to or replacement
of a structure, and creation or addition of impervious surfaces.
Replacement of impervious surfaces includes any activity that is
not part of a routine maintenance activity where impervious
material(s) are removed, exposing underlying soil during
construction. Redevelopment does not include trenching and
resurfacing associated with utility work; resurfacing existing
roadways; new sidewalk construction, pedestrian ramps, or bike
lane on existing roads; and routine replacement of damaged
pavement,such as pothole repair.
Pro'ect that meets the criteria described in Section 1.
� Runoff Fund Runoff Funds have not been established by the Copermittees and
are not available to the Applicant.
If established, a Runoff Fund will develop regional mitigation
projects where PDPs will be able to buy mitigation credits if it is
determined that im lementin onsite controls is infeasible.
San Diego Regional San Diego Regional Water Quality Control Soard - The term
Board ��Regional Board", as defined in Water Code section 13050(b), is
intended to refer to the California Regional Water Quality Control
Soard for the San Diego Region as specified in Water Code Section
13200. State agency responsible for managing and regulating water
uali in the SMR.
SCCWRP Southern California Coastal Water Research Project
Site Design BMP Site design BMPs prevent or minimize the causes (or drivers) of
post-construction impacts, and help mimic the pre-development
h drolo 'c re 'me.
SF Parcels with a zoning classification for a single residential unit.
SMC Southern California Stormwater Monitoring Coalition
SMR The Santa Margarita Region (SMR) represents the portion of the
Santa Margarita Watershed that is included within the County of
Riverside.
� `,
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
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Source Control BMP Source Control BMPs land use or site planning practices, or
structural or nonstructural measures that aim to prevent runoff
pollution by reducing the potential for contamination at the source
of pollution. Source control BMPs minimize the contact between
Pollutants and runoff.
Stormwater Credit Storrnwater Credit can be claimed by an Applicant if certain
development practices that provide broad-scale environmental
benefits to communities are incorporated into the project design.
Refer to Section 3.5.4 for additional information on Stormwater
Credits.
Structural BMP Structures designed to remove pollutants from stormwater runoff
and miti ate h dromodification im acts.
$H►ppp Storm Water Pollution Prevention Plan
Tentative Tract Map Tentative Tract Maps are required for all subdivision creating five
(5) or more parcels, five (5) or more condominiums as defined in
Section 783 of the California Civil Code, a community apartment
project containing five (5) or rnore parcels, or for the conversion of
a dwelling to a stock cooperative containing five (5) or more
dwellin units.
TMDL Total Maximum Daily Load - the maximum amount of a Pollutant
that can be discharged into a waterbody from all sources (point and
non-point) and still maintain Water Quality Standards. Under
l CWA Section 303(d), TMDLs must be developed for all
waterbodies that do not meet Water Quality Standards after
a lication of technolo -based controls.
USEPA United States Environmental Protection Agency
Volume-Based BMP Volume-Based BMPs applies to BMPs where the primary mode of
pollutant removal depends upon the volumetric capacity such as
detention,retention,and infiltration s stems.
WQMp Water Quality Management Plan
Wet Season 'The 2010 SMR MS4 Permit defines the wet season from October 1
throu h A ri130.
l
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i�
Appendix 1: Maps and Site Plans
Location Map, WQMP Site Plan and Receiving Waters Map
i
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� 1 WQMP Project Report
County of Riverside Stormwater Program
Santa Ana River Watershed Geodatabase
Thursday,January 07,2016
Note:The information provided in this report and on the Stormwater Geodatabase for the County of Riverside Stormwater Program is intended to provide basic guidance in the preparation of the
applicanYs Water Quality Management Plan(WQMP)and should not be relied upon without independent verification.
Project Site Parcel Number(s): 909370042
Latitude/Longitude: 33.5169,-117.1834
Thomas Brothers Page: 958
Project Site Acreage: 13.86
Watershed(s): SANTA MARGARITA
This Project Site Resides in the following Hydrologic Unit(s) HUC Name-HUC Number
(HUC): Long Canyon-Murrieta Creek-180703020407
The HUCs Contribute stormwater to the following 303d listed WBID Name-WBID Number
water bodies and TMDLs which may include drainage from Santa Margarita River(Lower)-CAR9021100019980911161346
your proposed Project Site: Santa Margarita River(Upper)-CAR9022200020011001141050
Murrieta Creek-CAR9023200020010924152136
Long Canyon Creek(tributary to Murrieta Creek)-CAR9028300020011025112509
These 303d listed Water bodies and TMDLs have the following Bacterial Indicators-Enterococcus,Fecal Coliform
Pollutants of Concern(POC): Metals/Metalloids-Copper,Iron,Manganese
Nutrients-Nitrogen,Phosphorus,Total Nitrogen as N
Pesticides-Chlorpyrifos
Toxicity-Toxicity
Is the Site subject to Hydromodification: Yes
Limitations on Infiltration: Project Site Onsite Soils Group(s)-A,B
Known Groundwater Contamination Plumes within 1000'-No
Adjacent Water Supply Wells(s)-Applicant needs to contact the local groundwater authority(Water
Master,Water District)to determine if their site requires any additional restrictions from infiltration.
Your local contact agency is RANCHO CALIFORNIA W.D..Your local wholesaler contact agency is
METROPOLITAN WATER DISTRICT.
Environmentally Sensitive Areas within 200'(Fish and Wildlife None
� `� HabitaUSpecies):
`� ' Environmentally Sensitive Areas within 200'(CVMSHCP): None
Environmentally Sensitive Areas within 200'(WRMSHCP): Burrowing Owl Survey Required Area
Groundwater elevation from Mean Sea Level: No Data
85th Percentile Design Storm Depth(in): 0.944
Groundwater Basin: TEMECULA VALLEY
MSHCP/CVMSHCP Criteria Cell(s): Click here for detailed MSHCP report
Retention Ordinance Information: No Data
Studies and Reports Related to Project Site: IBI Scores-Southern Cal
bulletin118 4-sc
water fact 3 7.11
Murrieta Creek
Santa Margarita River Watershed Annual Watermaster
Murrieta Creek/Murrieta Valley ADP Map 1
Murrieta Creek/Murrieta Valley ADP Map 2
Murrieta Creek/Murrieta Valley ADP Report
SMR Annual Report 2009-10
�_i�
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_____ Pro�ect Location -� �-- �� -�
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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I
Appendix 2: Construction Plans
Grading and Drainage Plans
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G'/7Y 01F TFMECULA LEGEND
GENERAL NOTES PA>6-0063 DENDY D/STA/BUTI'ON CE/VTL�A
�. �_*_�•�•�+s,vi xn�re srw�.c�ro n��au�is oF n�anvaeror rRo�cr eouw�r
mrriar oF n�arrs�o�vr sr�no�aw��s��us►rc x�cs �or u�
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GRADWG NOTES '. ;� -_ �' = - ' = - , � ��i<r� ��i�">�: __- a�r�wNrc�w+u.
� �. , �� . -. _ � .. �'��' � <JJ``< � �
�Potsavit�ro.a�) loaw� l2�vxow�nxn�x) �. SId�dBd�u caHsrRucnaa�wo pr�aNc�urm�cmr�s(�,sinacruwG � � =-- _ �=--- ,� l l� ---.� o�cnow aF�r�ucE - -
� w�n a�rct ��un s�orr cavnPa.Erc. srw.c ee rr�awa�n,w �� s�'�� � _' �--_�� �' `\ ` `�\\� i ��-; -� , -----
A. PRIOR 70 START QF ANY MGInG A BU�LlCFNSE SNALL BE QBTANVED � � 1�= 'i ----
�aaoaou��n�a���a aF n�arr oF m� �a�on� n� � i !�i I � i�1�1 t L�� �,� 1 proposen srara�ow� _���
Fltaw►►�cm: o�xc�caavs�ucnaw�wuN.�u�F sr��rsos, n�uhsr <�`��'� � iP,� �� �_ � �'�� � �)i I I!I��� � >i % � !i%
� A dtADNQQ PERIIT SFLLLL�QBTAMER PRIOR 11�ANY NtlIRK QN EDVTIQN OF 1!#'CA[�VA 819.OMK�G+GDE APFf7�DlX�MD,�APALlCABL� T11E _pY �;� \\\\� � � � / `�, ( I�� � ! ,i J) / � PRO/�O�D 2�(2'SD MI.ET ■
APFfIDIX �_ P
r�v��n�xior�oar. n�roa�r Qor�mrucnc� sr��xaroe�s cr�rRar_ecwau�sxrres)nnnanu�wxtuttoa asc�ac� <y �i��-��� , !�� __ ,'��'� �113 I�I�1�-�� ���„ - �/�
�. �rrRova aF n�auHs er n�arr naEs aor� ara��nar srsmr(�aEs)c�aoP�c�r�oarsmucnaw�cmr� t �,} � �,`, r�'- o�� � � ' %/J�%/////��-,,;��� �% S
� i i . i rRcwosFv sExEx�
n�,v�+ururr a��ara�c��oaao�n�ae�avssuir Faa n� 2 �A fitA01�lG PfRIfT 9/Al1 9E QBTAI�ED PRIOR TO �, � I� �`=�'�`!' �-_ - --_ ' �� `,rr• l�` i�r rf, �i�� a�arnosm�mz u� w
ooa�cnav ar�s aa a�as�o►�n owawc�a�mucirak caawav�mvr a�,wr xa�c av n�sr� , �.I�p = � � - - �• �����, ;�1!i%
'S� �S QI1Y Q�Yi1NL�NQ.St-?3 STAIES flUT NO PER90M SHALL �[ �w�strc�ts sw�u.ae�ais�o w1 n�at�.rc Maucs�sPECnoN �� �.� ��jT��� �, '� p�l'��� -- . " � \ '�\�:�\i/;// ri� PitGaos�'D s�rwat F.r� A
ENG�AGIE M!OR L1�101lCT OOMSillUW10AI AC71N7Y, Nf/EN 7HE(aONISTRI/C7lGN/91E RS Lp�E AT Y09 30B-B383 AT LEAST 24 HOtNtS N AOVANCE OF BEf�AMNNC ANY '!II �� t /�� I /r- � @ ��,����'(ir� i�/�� PAQAOSED F.0.G �
M►nAw a�av�aim oF�w�a�Mr occi,r�o�oavc�ee�n�Houas l ) � �� � ;�� � � i/��� l�= �� J V� ti�,k �.
aF e:3o r+�w,uro a3o u��r,►ar«,rx�s�r,uro sruw.awx o�rc�aE�►ar ao�snQucnaw,ar,�rc aw�x�na�s. , , '° ' %, ,��l j'�- ��,, ���`��' `'-=� anaPosm o�croa a�ac
. �
Cd�UCT COIVS7RUCTfON ACDNIY�i11E�d fl�HOI+YtS OF h00 AM AND @:30 PAl GNI �.._ - /
SAAKlDAY.NO CQNS7Rf1C1lON AC71N1Y 9lALL�UMDERTAI�NN QN S4dVDAY Al� '�' S�LS ALL LtiWS1RUC110N/p7AQNIG ACAMTES SNALL�DONE IN COAFGYPIUIVLE M/iH r / , J�i�; � //// pq�g�,CU/ffi d q/l1ER
NA7JONALI.Y REUOQ�NN�D HQ�GAYS �p�A71QNS AF 1fE GF07EGNP.AL UPDA7E FtEPGRT BY CEid11qN GGWSW.7NIG ���� "h ��� � 9 i' � �\\�� , �
U0� MfG ON AUdlST 3L ZOIa SAID l�'Ppti 9ULL�GqVS�E�D A PART(�7►pS � f . � ��\ � 6-'-� ------__--
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6. 7►E l55UANCE OF A P£RANT BY TF�d7Y DOES \V � \
NOT AIPLY dt PROYDE ANY fYEYPAAK�''FRQY STA7E QR FEDflPhV.A�S � 1 � � �!' �� <
�cuun�rc ne a�o�aws oF sr��oR�o�wu.arv �Mr��m sr�c�s�s ar � )� � ���`���'E�� '�, � h !l ���'q �� �,� � ( � %!� s
a t�t�i1. � ;� � �� ,�I I �� < <� �� 1', ; � �� oasnwc iw�t�
xW�atiwir aEax�� n���aEw,waes Faaw n,���s � �uwin�w cur aw riu.scaaEs sruu.ae xr.u�on�xws�u�xo►�n er ,'�, "i t 4r�'�i� �� I / �� / I • . � � � ��,'_
sww.eE aernr�n v�rar�m�wr snF aarruaav�oa av�owG n�cm a�,,nro swu,.cro�.r wn►r n��cauM�o�TroHs a�n� r. r r li�II,� ��' � _ . .J�/i� �`!/ �_r , i,�; oos�►�+►c s�u�ee
9GlS RFI'ORT.iAL SLOPEB 9ULL NOT HAYE[ES5 7HAN�Q.!RElATIYE ' ��,I � ;� - j�i��I� � i �4 \ �i J/,//���/�J'�.. I � ���I RW
c c w P�c n a w o u r m n��s++s u�.u� �,'� i r � � f,�i �� ;, \ ii�, � t� I, ��.�1' 'I,= o�as�rsrc iaEaaseen w��m
z �wr caNssmucrraw awrr�rusr ee r�sr sue�anm m a rw.�um�u s�ut aor ee rUc�v aw onsirvc r,Row�n uHm n� � 'i �� i� - �I����� ���� //i � � � �'� 1 � ,� fllEl;6
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n atan�ro t►�s em�a.��n oF r�s,� mPsror�. ►�r�noN�o� { I ! ��!.�,,.1�` �� � � � ,r;
n�a u�a v n�r xi o.a�m m�� a�r s�a w�r c,,�n c o�s n a u c n a w I n, �i . , ,�. , _- � ; � , ; ,r,, {�<<\`, PAVEAlENT LEGEND
�� DiEIEiQtlOUS IUTERUL�iF/E Si.OPE RA7f0 EX�IDS 1c1 MD IS pPEAIER 7NAN ' S � -_ _ j, / !. a �
c���r, n�m�xa,Nusr eE r�rm�wo mra�n Nm on�n amrcocx aR �'p I��„ � � , �, I,' � �i��/,�, ASPNALT PAYQEi�IT
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s A vR£�7R�N AIEE1Nc sHut eE sa�FDtkm NAnYE SQM.AS OWECIED BY nE AEo1EpMNCN.� j•i � � _ � I , ��� ��,,
i x n►►o�r c c�r s r�m�s r�w r a�o a�c n o n�c u�ro Qa�smucira�A c sr,�ir cN.cisana�a xini A F�craa�aF-s�rr oF AT c�sr or�,wn � �� , i�I''. ��- _�'---_/�� �III�'I � �� 1 �i;',
o�n��uc��oun►��s a�aes�wr�n�sNu�.ec�r n�rae Fl►�� �.5)SNALL�'SI�1►1ID 70 PL6LIC MORKS BY A IPEliS1ETlED p19. �;' � 1 li� -- _ '�=---_-� I 1 � i i li,�i D E Q a t A i l Y£P A Y d E N T � ,�,`,:�.;
�sc�r.s�ae�a.oasr Faa cur�wo fxc sr.o�s ovm ao f I ; �-J�l�I� � �� ��I,tl� ��'�aarecrs w.�ws
97E AT ALL 7�S FEFf N YOP1N'.AL ilFJplT. � �' �` �''-� �� �. j � 1 �� �I'. c
R ALL dPA0Mt0 511ALL BE DONE UMOER DE SUPERxNSCW OF A RE6xS7ERm �`� � �I `�O =_-�ij � ; v �`����'ti CQN�7E
9. �APFROVAL OF 7HESE PWVS BY 7F�GTY DL1E5 NOT OQNSl11U7E A pl�QPQNIED�5101p.S EHpl�t p2 GEp.OdST, INfO 57MLL SIIBAIT 7M17 SF/S OF � :� `� �
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a n�e�remw u��eae n,�oo�ex�snr,v� vERnca. orvt� ouwi�.�.o'Rouwc� DIRECTOR OF PUBLIC WORKS/CIiY ENGINEER TAACT�I,LOT�
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INSPECTOR �������t.6'NOxniwt5t OF � N�m �s� pp�; PA7PoqC A iHOMAS PA 16-0063-DENDY DI�TFtlBUTION CENTER
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EX/ST.6'SNR 6� � 1\ �� V ��'�N CANSERVATION MFA 131,979 S�.Ff. 48R OF LWDSCAPINC m �
15'£ . LA7ERAG P�'@�G �R p �<`ST BqSIN BOTTOM ARFA B,573 SQ.Ff. 11X OF LPNDSCAPING Z
�y01s78= � �IfC R=J1 tGW�/q06�__. _ 1/\ � '�ppAN /by UNDSGPE ARFA 108,000 54.Ff. 43R OF IANDSCAPING O �
/Fa�V"_ �_,=N.'�w� R 65
� � P�°o,�o �so � TOTAL WJDSCRPE AREA 284,492 S0.Ff. 48R OF TOTPL SIfE �
ENCLOSIIPE M1M D COh12-�8'' �������G �. �Yry J 6� LANDSCAPE AREA IN R.O.W. 5.069 SQ.FT. m � �
x�cx wuts��o'oEm x u'� MFns icx[�xm xmf e. ,y�'m to, hh � a �
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SYAIBOL PBBREW�110N 90TMlIGL N4ME COMMON NAME SRE NUNBER REMPRI6 WAIER USE ��'•DY �4 9`� SR���'O EMSIING VpOPER1Y 11NE � J y� r
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1.ACL PLWlINC ANO IRRlG1AON SIiU.L PDNPoRM l0 ,� Q < � �D
O CHI.T/S. CHRAIPA Tk91KENfEN515 PINK Fl.OWERWG CHIfALPA 24'80% 44 DOUBLE SfAKE I HOGHf 8-/0'.SPRFAD 3'-4'MIN. � n+e cm oF rtz�Ecuu waierr��r+cr oaawwce».Tz � 'sss?. 1;� � CW � �
PIA A'B.G.' PUTANUS ACEPoFOW'BLOOOCOOD' IANDON PfANE TREE 24'BO% 2� �Ol1BLE SfAKE H�CIR 8-10',SPRFAD 3'-4'MIN. M 2 A DINP�R'PM"OMIN S7STa SfNCL BE UlILIZm fDR E Q � � 4� j'
iNIS PRQIECT PfR THE p(Y OF 7EIAECUUS Wi17ER � �.^;. E �
OfA.STE AGIX4 SfE1JOPHriU SHOtSTPoNG ACACIR 15 GqL 37 DOUBLE STN(E/H�GM]-e',SPREAD 2'-3'MIN. L CO/y$EqyATiUN ORdNANCf.NO SPRAY/RM6ARON SNALL BE USm I,�`r�' Z Q �
GEI.PM. GEIJERA PNMFLORrI AUSfRAl1AN WILLOW 21'80 � DOUBLE Sfhl� HflCHf 8-70'.�RFM 1'-4'MIN. L �N���/ Q � � �
�� 3.AlL MANRf PLINJINC SNALL NOT INIERFfRf WliH UIIUlY �
�UE f�GR. OUERCUS AGRIFOLIF CQ45T LIVE MK 36'BO% 17 IRIPLE SIAI(E HEIGFR 10-f2',SPRERO 5'-6'NIN. � UN6 OR IRAFfIC SIlE lAES. ����� �yt� C a
SHRIIBS: 4.Al1 U!!L?IES SNALL BE SCRElT/m WI PlANl1NC M. W�ACCQ7f @ WiGE ��� �
NOT SHOWN fleL.P.'P.P.' BACCHMIS MLUlARS'PIDCEON PoINf' PFOSIRATE COYOIE BUSH 1 G4L - lR4WGUIM SPACINC O 5'O.C.-%OPE GROIINDCOVER L ���' �
SEE NOTES _ 5.GIY OF IEAIECUU PUNN/NC D£Pl.SIWl BE Gllm PRlOR i0 ANY
HES.PAR. HESPERALOE PMVIFLORA Rm YUCCA 5 GAL FULL k BUSITY O 3'O.C.-MmIUM FLOWEPoNC SHRUB L INSfALUMM�1N OFDER TO SCHmULE/ff'OUIRED W10.SG1PE/NSPECIIONS � � �
LEU.FRU. LEUCOPHYLLUM iRUI1CO5UM TENAS RPNGER 5 GOL - NLL h BUSITY O S'O.C.-VRCE SCREEH SHRUB L 6.7REES G•SNRU&5 SIiALL BE PfACED A M/N/MUM OF 5'AWAY a
AN0.FlA NUGOZANfHUS MVIDUS'VELVEf AMBER' AMBER WWGM00 PAWS 1 G4L - NLL h BUSNY O 3'O.C.-l�CINf SNFLL SHRUB L fROM WA7ER ME7ER,GAS MElER,OR SEWER IA7ERAlS,' ¢ O
ROS.0.'P.' ROSAURINIIS OFFlCUNRLIS'PROSfRATA' PROSIRR7E ROSENARY 1 G4L - 7Rl4NGUUR SPACING O 4'O.C.-GROUNDCOYER L A M/N/MUM OF 10'AWAY FROAI Ul/L/7Y PoLE$'&A M/N/MUM d
OF 8'AWAY fROM F/RE MD/WM5 h FlRE 0£PARTAIENf SPR/NKLER
IAV.SfO. IAVANOULA SfOECHlS SPPNISH UVENDEIt 5 G4L - NLL&BUSITY O 3'O.C.-MmIUM iWWERING SHRUB L g y7q/rpp/pE CONNECAONS. '
S+ll.GRE. SALVW GREGGI AUNMN S4CE 5 CAL - NLL dc BVSNY O 3'O.C.-MEDIVM ROWERING SHRUB L �
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LOM.LON. JUNCUS PATENS GJJFORNIA GRAY RUSX 1 GPL FULL&BUSITY O}'p,C.IN WAIER OUALfIY BASIN M NA1NE GROUNDCOVERS Q
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uu�Cx PURIIY GERMINqTION LBS/ACRE PLANT NAME SHEET �
SEE NOIES WOOD MULCH SHRFDDm WOOD MULCH MEDIUM GPoND WOOD MULCH NA AS REO'D. S'DEfl+-INSfALL TO ALL PW711NG MFAS IXCEP�HNPOS�ARFIS Z 40 3 BACCHARIS PILUIMI$ �
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JOB N0.
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SRE AREA 593,425 S0.R. 13.6 NEf ACRES
CONSEMATION AREA 131,979 50.R. 46R OF LANDSCAPING
�5�E H C DL� BASIN BDTTOM AREA 8,513 SQ.R. 11S OF IANDSCAPING
4178' CNDY PqRKWqy
\�• IANDSCAPE aREA 108AUD 50.R. 43%OI LANDSfAPING
TOTAL LANDSCAPE AREA 284,492 S0.Ff. 48R OF TOTAL SITE
PNMED CONCNEIE TRASM
ENCLOSURE W(M SOLID COVER-6' LWDSCAPE AREA IN R.O.W. 5,069 50.Ff.
HIGH WPLIS,10'�EEP%14'WIpE �EUCK R4NP k LOFUINC
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IA4GE SNRUBS M.
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MCENi SHRIIBS O 7.
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SYH90L ABBRMATIDN BOTPN�CAL NnME COIAMON N4AE SIiE NUNBER REMPRKS WATER IlSE �
TREES NO�S� �� \ EASfING PROPENtt IINE
MB.MAR. ARBUNS MARINA �BUTUS 2a'BOX 15 DWBLE STPXE/HEIGHT 8-10',SPREAD 3'-4'MIN. � �,/yy P(q�JIINC AND IFF/G4TION SH4LL CONFORM TD J !O
� " CHI.TAS. CNrtA�Pn TASHKEN1EN515 PINK iLOWERINC CHRAIPA 29'BO% 44 DOUBLE STAHE/HEIGHT 8-10',SPREAO 3'-0'411N. � 7Hf Clil'0�TEMECUlA WA1ER EFF/CIENCY ORDlN4NCf 17.32. j
� PIA n.'B.G.' VLATMlUS ACERIFOLIA'BLOODGOOD' LONDON PUNE TREE 24'BO% Z� DOUBLE STN(E/HEIGHi B-10',SPREAD J'-4'MIN. M 2.A ORIP/RRlCA1/ON SYSIEM SNALL BE UTIUZED FOR �
� THlS PRQ/ECT PER TNE CIIY OF T£MECUlAS WATEF
AC0.STE. ACACIA STENOPHri1A SHOESTRINC ACACIA 15 GAL 3l DOVBLE STAKE/HEIGM l-B',SPRFAD 2'-3'MIN. L CONSfR✓AT/ON OROIN4NCE.NO SPPqY/RR/G4TION SH4LL BE USED. �
�� GEI.PAR. GEWERA PARVIFLORA AUSTRALUN WILLOW 24'80X 46 OOUBLE STAKE HEIGHT 8-10',SPRFAD 3'-4'MIN. L 3.ALL.NA�URE PlANiINC SHALG NOT INTERFERf WI1N UIILIN �
QUE.AGR. OIIERCUS AGRIf'OLIR COAST�NE OPI( }6'BO% 11 TRIPLE STAKE HEIGHT 10-17',SPREAD 5'-6'MIN. � ��NES oR Ta,�F,�.�„���N�. DENDY PARKWAY DISTRIBUTION BUILDING Q
4.ALL UTlLl1/ES SH4LL BE SCREfNEO W PlAfJTING iYP. IARGE GROUNOCWER
SHRIIBS: � W/ACCEM 8 W2GE
NOT SHOWN gp�,P,'P,P,' pq�CHFR15 PILIItAR15'PIpGEON POINT' PROSIRATE COYOTE BUSH 1 GFL . - TRIAIJGIIUR SPNCING 6 5'O.C.-SLOPE CROUNDCOVER � SHRUBS ttP. �
SEE NOTES HES,PAR. HESPERNLOE PARVIFLORA RED YUCCA 5 G4L - iUll @ BUSITY d 3'O.F-ME�IUM FLOWERING SHRIIB � 5.CIIY OF TEMECUTA PfANN/NG OEPT.SF14LL BE CALLED PR/OR 10 ANY
INSTAL(AIION lN ORDER�0 SCHEDULE REOUIRED lANOSGIPE INSPECIIONS. �
LEU.FRU. LEUCOPHYLWM FRUIICOSUM TE%AS RANCER 5 GAL - fUtl k BIISITY 6 5'O.C.-IARGE SCREEN SHRUB L 6. TREES&SHRUBS SHALL BE PlACED A M/N/MUM OF 5�AWAY
AN0.iLA PNNGOZnN�HUS FIAViDUS'VELVEi AMBER' u.iBER KANGAR00 PAWS 1 GFL - FULI k BIlSITY O]'O.L.-nCCENT SMALL SHRUB � FROM W/TER ME/ER,G4S MEIER,OR SEWEF[ATERACS�
ROS.0.'P.' RDSMARINUS OFfICWJNUS�PROSiRATA' PROSRtATE ROSEMARt' I CAL - TRINNGULPR SPACING m 4'O.C.-CROUNDCOVER � A MINIMUM OF)0'AWAY FROM VIIL/)Y PoLES;&A MINIMUM �
OF B�AWAY FROM FIRE HYDRAMS&FlRE DEPARIMENT SPRINKLfR `
IAV.SrO. IAVANDUTA STOECWS SPRNISH IAVENDER 5 GA� - fULL k BUSITY O 3'O.C.-MEDIUM f�OWERING SNRUB � �ST,�oP,PE�oNNE�r,o�. ALHAMBRA GROUP \ a
SN.GRE. SALVIA CRECCI AUIUMN SAGE 5 GAl - fULL k BUSITY 6 3'O.C.-MEDIUN FLOWERINC SHRUB L
� BASIN: _ HYDROSEED Mix pi LANDSCAPE ARCHITECTURE zg
JUN.PAT. JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL. FULL&BUSITY 0 3'O.C.IN WATER OUALI7Y BfSIN M NATIVE GROUNDCOVERS
j NON IRRIGATED SLOPES Californio liCense #2077 GRAPHIC SCALE
� SEE NOTES DISE BUC. DISTICTUS BULCINRORN BLOOD RED TRUMPET VINE 5 GAL ATfACH TO WNLLS k TRELLIS M RECREATION FACILITIES PLANNING 0 �6D d
- MINIMUM% � � �
MULCN PURRY GERMINATION LBS/ACRE PLANT NAME <�635 Enlerprise Circle Nortn,Suite C
SEE NOTES WOOD MULCH SHREOOEO WOOD MIILCH MEDiIIY GRIND WOOD MULCH NA AS REO'D. J'DEEP-INSiALI TO Pil PUMING MFlS E%CEPI HY�ROSEED MEAS Temecula,CA 92590 (951)296-6BD2 FAX 296-680} W
2 40 3 BACCHARIS PILULARIS JOB p 16-101 t0-t3-t6 1 INCH=40 Ff. �
� �DROSEED MI% 90 80 12 ATRIPIEX SEMIBACCATA
HYD.MIX 1 HYDROSEED MIX B� NON-IRRIGVTE�MIX NA AS REO�D. INSiPIL IN CONSERJATION ARFA-SEE HYDROSEFD MI%/1 � 40 60 6 ENCELIA CALIFORNICA �
50 ,o ,8 ERIOGONUM FASCICULATUM COLOR CONCEPT PLAN �
0
APM#909-370-042 PAt6-0063
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
� ,.
Appendix 3: Soils Information
Geotechnical Study and Other Infiltration Testing Data
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GEOTECHNICAL DUE-DILIGENCE EVALUATION
LOT 1 OF TRACT 35181 (APN 909-370-042)
NEC OF WINCHESTER ROAD AND DENDY PARKWAY
TEMECULA, CALIFORNIA
Prepared for
CT REALTY
65 Enterprise, Suite 150
� Aliso Viejo, CA 92656
Project No. 10788.001
August 7, 2014
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August 7, 2014
Project No. 10788.001
CT Realty
65 Enterprise, Suite 150
Aliso Viejo, CA 92656
Attention: Mr. David L. Ball, A.I.A., LEED
Subject: Geotechnical Due-Diligence Evaluation
Lot 1 of Tract 35181 (APN 909-370-042)
NEC of Winchester Road and Dendy Parkway
Temecula, California
In accordance with your request and authorization, Leighton Consulting, Inc. (Leighton)
is pleased to present this due-diligence report for the subject lot. This report provides a
summary of our findings and briefly discusses site geologic/geotechnical opportunities
and/or constraints based on our review of in-house and published site-specific data. In _
addition, our preliminary recommendations presented herein should be subject to ( \ ��
further review/evaluation once grading and/or foundation plans become available.
Based on our due-diligence review/evaluation, it is our opinion that the subject site is
suitable for the intended use provided the recommendations included in this report are
implemented during design and construction phases of development.
The opportunity to be of continued service on this project is greatly appreciated. Please
call the undersigned if you have any questions.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
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Simon I. Saiid t Robert F. Riha ` ���
GE 2641(Exp. 09/30/15) , CEG 1921 (Exp. 02/29/16) _
Principal Engineer Vice President/Sr. Principal Geologist
Distribution: (3) Addressee(plus pdf via email) ��
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Geotechnical Due-Diligence Evaluation 10788.001
Lot 1 of Tract 35181 (APN 909-370-042),Temecula,California August 7,2014
I
TABLE OF CONTENTS
Section Paqe
1 . 0 I NTRODUCTION ......................................................................................... 1
1.1 Purpose and Scope......................................................................................... 1
1.2 Site Location and Description.......................................................................... 1
1.3 Proposed Development................................................................................... 1
1.4 Summary of Past Grading Activities................................................................2
2 . 0 SUMMARY OF GEOTECHNICAL FINDINGS ..........................3
2.1 Site Reconnaissance ......................................................................................3
2.2 Regional Geologic Setting...............................................................................3
2.3 Site Geologic Units..........................................................................................3
2.3.1 Stockpile............................................................................................4
2.3.2 Artificial Fill (documented)..................................................................4
2.3.3 Pauba formation ................................................................................4
2.4 SurFace Water and Groundwater.....................................................................4
2.5 Ground Shaking ..............................................................................................4
2.6 Secondary Seismic Hazards ...........................................................................5
2.6.1 Ground Rupture.................................................................................5
2.6.2 Landsliding......................................................................................... 5
i , 2.6.3 Liquefaction and Dynamic Settlement ...............................................5
�
� . 0 summar of FINDINGS / Conclusions 6
� 3 y ..................................
4 . 0 PRELIMINARY RECOMMENDATIONS ........................................7
4.1 General ...........................................................................................................7
4.2 General Grading Recommendations............................................................... 7
4.2.1 Shrinkage........................................................................................... 7
4.3 Foundation Design..........................................................................................8
4.3.1 General..............................................................................................8
4.3.2 Allowable Bearing Pressures............................................................. 8
4.3.3 Vapor Retarder..................................................................................8
4.4 Settlement Considerations..............................................................................8
4.5 Footing Setback..............................................................................................9
4.6 Lateral Earth Pressures ..................................................................................9
4.7 Site Drainage and Erosion Control................................................................ 10
4.8 Soil Corrosivity.............................................................................................. 11
4.9 Pavement Design.......................................................................................... 11
5 . 0 GEOTECHNICAL REVIEW ................................................................ 13
6 . 0 LIMITATIONS ............................................................................................ 14
References .......................................................................................................... 15
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Geotechnical Due-Diligence Evaluation 10788.001
Lot 1 of Tract 35181 (APN 909-370-042),Temecula,California August 7,2014
� �
Accompanyinq Ficiures, Tables and Appendices �-�
Fiqures/ Plates - at end of text
Figure 1 - Site Location Map
Figure 2 - Site Plan / Existing Site Conditions
Figure 3 - Site Plan / Previous As-Graded Conditions
Figure 4 - Current Limits of Fault Zone per County of Riverside
Tables
Table 1. 2013 CBC Site-Specific Seismic Coefficients...................................................5
Table 2. Retaining Wall Design Earth Pressures (Static, Drained)............................... 10
Table 3. Preliminary Pavement Design ........................................................................ 12
Appendices
Appendix A- General Earthwork and Grading Specifications
Appendix B -ASFE, Information Regarding Geotechnical Engineering
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Lot 1 of Tract 35181 (APN 909-370-042),Temecula,California Auqust 7,2014
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1 . 0 INTRODUCTION
1.1 Purpose and Scope
The purpose of this due-diligence geotechnical review is to describe current site
conditions and provide preliminary geotechnical recommendations. Our scope of
work included the following:
� Review available geotechnical reports previously prepared for this site as
well as other published geologic reports and maps available from our in-
house library. In particular, we will review previous reports prepared by
both Leighton and GeoTek for this site (see References).
� Visit the site to observe current site conditions.
� Analysis of the data will be conducted by a State of California licensed
Geotechnical Engineer and Certified Engineering Geologist.
� Prepare a report documenting the results of our review, identifying
potentially significant constraints to development (if any) and provide
preliminary geotechnical recommendations for site development.
� �,
C .-�
- Additional geotechnical evaluations or review should be anticipated as site
development and/or grading plans become available.
1.2 Site Location and Description
This site is located at the intersection of Winchester Road and Dendy Parkway
(northeast corner), in the City of Temecula, California (see Figure 1). The site is
approximately 14-acre graded pad and currently referred to as Lot 1 of Tract
35181 for existing Professional Hospital Supply (PHS) building. Onsite
vegetation generally consists of seasonal grasses and weeds. A large stock pile
is located in the western portion of the site (see Figure 2). Access to the site is
through a locked gate off of Dendy Parkway.
1.3 Proposed Development
Based on discussions with you and SB&O (project civil engineer), we understand
that the site will be developed to host typical tilt-up structures for
commercial/office use. Minor (±3 feet) cut and fill grading is anticipated to
achieve the new site configuration. However, the site might be raised by about 5
to 6 feet to accommodate potential use of existing stockpile.
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1.4 Summary of Past Grading Activities
Based on our past experience on this site and review of available in-house data
(see References), the following is a summary of past grading activities and/or
findings associated with this site:
� The current Lot 1 was initially rough graded in 2006 as part of an overall
site referred to as "Temecula 52" (TM 29162).
� Prior to grading, the site was used for sand mining operations and resulted
in several stockpiles and disturbance of near surface soils (GeoTek,
2006). As such, rough grading included over-excavation of up to 25 feet
below ground surface to remove loose/unsuitable soils.
■ As per instructions of the archeologists at time of rough grading, two main
areas (see Figure 3) were identified as "Indian Burial Ground" and as
such, required remedial grading was not pertormed in those areas which
only received fill.
� Existing stockpile was generally generated from the excavation of cut
slopes along the west side of the adjacent PHS building pad that was
completed in August 2008 (Leighton, 2009). �-- \
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2 . 0 SUMMARY OF GEOTECHNICAL FINDINGS
2.1 Site Reconnaissance
Based on a site reconnaissance performed by Leighton on August 1, 2014, the
following is a summary of our field observations:
� The site is generally in the same condition as described in the as-graded soils
report (GeoTek, 2006) with the exception of a large stockpile covering most of
the western portion of the site. In addition, a water quality basin is located in
the western corner of the site, which was constructed as part of the offsite
drainage improvements for the adjacent PHS building pad.
� Surface soils appear dry and disturbed by vegetative growth and weathering,
especially adjacent to existing basins.
� The site is currently fenced with access through a locked gate off of Dendy
Parkway.
2.2 Regional Geologic Setting
j ' The subject property is located within a prominent natural geomorphic province in
southwestern California known as the Peninsular Ranges. This province is
characterized by steep, elongated ranges and valleys that generally trend
northwesfinrard. Tectonic activity along the numerous faults in the region has
created the geomorphology present today.
Specifically, the property located along the southern portion of a fault controlled
down dropped graben, known as the Elsinore Trough. The Elsinore Trough is
bounded on the northeast by the Wildomar Fault and on the southwest by the
Willard Fault. The Murrieta Creek-Temecula segment of the active Elsinore Fault
Zone encroaches approximately 300 feet into the property eastern boundary (see
Figures 2 and 3). However, current County of Riverside seismic hazard maps
show fault zone to extend further west into the property (see Figure 4).
2.3 Site Geologic Units
Our field observations and review of pertinent literature (see References) indicate
that the site is generally covered by artificial fill underlain at depth by Pauba
formation and/or older alluvium. These materials are further described below:
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2.3.1 Stockpile
The existing stockpile covers most of the western portion of the site (see
Figure 2). Based on in-house data and our field observations during
grading of the adjacent PHS building pad, the stockpile was generally
generated from the excavation of the cut slopes along the west side of
PHS building. As such, it should be expected that some portions of the
stockpile will contain high rock content due to excavation in the
metasedimentary rock formation. In addition, oversize rock (>6-inch in
size) may exceed 20 percent in some rock zones within the stockpile.
2.3.2 Artificial Fill (documented)
As indicated before, grading to existing pad elevation (not including
stockpile) resulted in over-excavation of up 25 feet below original ground
surface (GeoTek, 2006). As such, the graded pad is currently underlain
by a compacted fill mat varying in depth from approximately 4 to 25 feet.
However, areas referred to as "Indian Burial Ground" only received fill
without the required remedial grading. The reported near surFace soils
have low expansion potential (O�EI<51).
2.3.3 Pauba formation
Per the soils report (GeoTek, 2005), the site is underlain at depth by � \1
relatively dense sandy materials (locally referred to as Pauba Sands �f��
and/or older alluvium). These materials were considered dense/ suitable
for support of additional fills or structural improvements.
2.4 Surface Water and Groundwater
No surface water was observed during our site reconnaissance. Local perched
water may be encountered at depth or adjacent to existing desilting/detention
basins.
2.5 Ground Shaking
Strong ground shaking can be expected at the site during moderate to severe
earthquakes in this general region. This is common to virtually all of Southern
California. Intensity of ground shaking at a given location depends primarily
upon earthquake magnitude, site distance from the source, and site response
(soil type) characteristics. The site-specific seismic coefficients based on the
2013 California Building Code (CBC) are provided in following table:
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Table 1. 2013 CBC Site-Specific Seismic Coefficients
-. . . .- .
Site Longitude(decimal degrees) -117.1836
Site Latitude decimal de rees 33.5168
Site Class Definition L�
Mapped Spectral Response Acceleration at 0.2s Period, SS 1.90
Ma ed S ectral Res onse Acceleration at 1s Period, S, 0.77
Short Period Site Coefficient at 0.2s Period, Fa 1.0
Lon Period Site Coefficient at 1 s Period, F„ 1.5
Ad�usted S ectral Res onse Acceleration at 0.2s Period, SMS 1.90
Adjusted Spectral ResponseAcceleration at 1s Period, SM� 1.16
Design S ectral Res onse Acceleration at 0.2s Period, Sos 1.23
Design Spectral Response Acceleration at 1s Period, So, 0.77
"`g-Gravity acceleration
2.6 Secondary Seismic Hazards
Secondary seismic hazards generally associated with severe ground shaking
during an earthquake include ground rupture, landsliding, and liquefaction and/or
dynamic settlement. These hazards are discussed in the following sections.
� 1
2.6.1 Ground Rupture
Ground rupture is generally considered most likely to occur along pre-
existing active faults. As such, a ground rupture hazard exists within the
eastern portion of the site unless further studies (fault trenching) are
performed to prove otherwise.
2.6.2 Landslidina
Ground shaking during earthquakes can result in landsliding on natural
slopes. No evidence of existing landslides was observed during our field
mapping or during the previous field investigations of the subject site.
2.6.3 Liquefaction and Dynamic Settlement
Due to the dense nature of the underlying soils materials and lack of
shallow groundwater, the potential for liquefaction at this site is considered
very low.
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3 . 0 SUMMARY OF FINDINGS / CONCLUSIONS
Based on the results of this geotechnical due-diligence review, the major geotechnical
opportunities and/or constraints that may affect site development are as follows:
■ Onsite stockpile soils are not suitable for support of settlement-sensitive structures.
The existing stockpile is likely to contain zones of oversize rock that may not be
suitable for placement within upper 5 feet of building pads As such, screening of
oversize rock may be required if the stockpile materials are to be used onsite.
� Onsite soils below current pad grades are expected to generally consist of artificial
fills compacted to minimum of 90 percent per ASTM 1557. These materials are
considered suitable for foundation support provided actual conditions are further
verified during construction or by additional field evaluations. At minimum, the
upper 12 to 18 inches of surFace soils should be scarified and recompacted prior to
placement of any additional fill or foundation construction.
■ The onsite soils are generally suitable for re-use as fill materials provided they are
relatively free of organic material and/or any deleterious materials and oversize
materials/rock (>6-inch in diameter).
� A ground rupture hazard exists within the eastern portion of the site and hence
structural setbacks will be required from the designated fault zones unless further ��__�
studies (i.e. fault trenching) are perFormed to address such hazard. .
s The "Indian Burial Ground" areas are susceptible to excessive settlement and
settlement-sensitive structures should not be constructed within the mapped areas
(Figure 3).
� Based on the previous laboratory testing results, the onsite earth materials are
expected to generally possess a low expansion potential (EI<51).
■ Conventional spread and/or continuous wall footings are considered suitable
foundation system for the proposed buildings.
■ Shrinkage of stockpile soils should be anticipated to be on the order of 5 to 15
percent. A subsidence value of 0.1 feet may be considered for planning purposes
for compression of surface material due scarification and recompaction.
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4 . 0 PRELIMINARY RECOMMENDATIONS
4.1 General
The proposed development is considered feasible from a geotechnical viewpoint
provided our recommendations included in this report are implemented during
design and construction phases of development. However, these
recommendations should be further evaluated or reviewed based on site-specific
development plans and prevailing geologic conditions during construction.
4.2 General Grading Recommendations
Earthwork should be performed in accordance with the General Earthwork and
Grading Specifications included in Appendix A. The recommendations contained
in Appendix A, are general grading specifications provided for typical grading
projects and some of the recommendations may not be strictly applicable to this
project. Additional specific recommendations may be warranted based on
proposed site grading and prevailing soils condition encountered during
construction. The contract between the developer and earthwork contractor
� `� should be worded such that it is the responsibility of the contractor to place the fill
� properly in accordance with the project specifications. Additional site-specific
evaluations should be perFormed when site grading plans are developed.
4.2.1 Shrinkaqe
The volume change of stockpile soils upon recompaction is expected to
vary depending on location and rock content. The in-place and
compacted densities of soil materials vary and accurate overall
determination of shrinkage and bulking cannot be made. Therefore, we
recommend site grading include, if possible, a balance area or ability to
adjust grades slightly to accommodate some variation. Based on our
experience with similar soils, we expect recompaction shrinkage (when
recompacted to an average 92 percent of ASTM D1557) of 5- to 15-
percent by volume for the stockpile materials. A subsidence value of 0.1
feet may be considered for planning purposes for compression of surFace
material due scarification and recompaction
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4.3 Foundation Design
4.3.1 General
The footing width, depth, reinforcement, slab reinforcement, and the slab-
on-grade thickness should be designed by the structural consultant based
on recommendations and soil characteristics indicated herein. Based on
the project as-graded soils reports (GeoTek, 2006), low expansive soils
(0<EI<51) should be anticipated on this site.
4.3.2 Allowable Bearina Pressures
Based on the recommendations included in Section 3.2 above, the following
bearing pressures may be used for design of foundations:
■ Allowable vertical bearinq pressure: 2,000 psf (pounds per square foot)
for a minimum 12 inches embedment into compacted fill and a minimum
footing width of 12 inches. This value can be increased by one-third for
transient or temporary loads (e.g., seismic, wind).
■ Lateral bearina pressure: 3,000 psf/foot per foot of depth and
embedment to a maximum of 3,000 psf.
� Slidinq Coefficient: A sliding coefficient of 0.35 may be used for soil to � �
structural concrete interFace. � �'
4.3.3 Vapor Retarder
It has been a standard of care to install a moisture retarder underneath all
slabs where moisture condensation is undesirable. Moisture vapor
retarders may retard but not totally eliminate moisture vapor movement
from the underlying soils up through the slabs. Moisture vapor
transmission may be additionally reduced by use of concrete additives.
Leighton does not practice in the field of moisture vapor transmission
evaluation/mitigation. Therefore, we recommend that a qualified person/
firm be engaged/consulted with to evaluate the general and specific
moisture vapor transmission paths and any impact on the proposed
construction. This person/firm should provide recommendations for
mitigation of potential adverse impact of moisture vapor transmission on
various components of the structure as deemed appropriate. The slab
subgrade soils should be well wetted prior to placing concrete.
4.4 Settlement Considerations
Fill thickness on the project site is expected to range up to approximately 25 feet.
Compressibility of properly placed compacted fills is anticipated to be relatively
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low. We recommend that the planned buildings be designed in anticipation of up
to 1 inch of total settlement with '/2-inch of differential settlement across a lateral
distance of 40 feet (1/480 angular distortion).
4.5 Footing Setback
We recommend a minimum horizontal setback distance from the face of slopes
for all structural footings (retaining and decorative walls, building footings, etc.).
This distance is measured from the outside bottom edge of the footing
horizontally to the slope face (or to the face of a retaining wall) and should be a
minimum of H/2, where H is the slope height (in feet). The setback should not be
less than 7 feet and need not be greater than 15 feet.
Soils within the structural setback area may possess poor lateral stability.
Improvements such as retaining walls, pools, decks, sidewalks, fences, or
pavements constructed within this setback area may be subject to lateral
movement and/or differential settlement. Potential distress to such
improvements may be mitigated by providing a deepened footing or a pier and
grade-beam foundation system to support the improvement. The deepened
� `, footing should meet the setback as described above.
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4.6 Lateral Earth Pressures
Retaining wall earth pressures are a function of the amount of wall yielding
horizontally under load. If the wall can yield enough to mobilize full shear
strength of backfill soils, then the wall can be designed for "active" pressure. If
the wall cannot yield under the applied load, the shear strength of the soil cannot
be mobilized and the earth pressure will be higher. Such walls should be
designed for "at rest" conditions. If a structure moves toward the soils, the
resulting resistance developed by the soil is the "passive" resistance. Retaining
walls backfilled with non-expansive soils should be designed using the following
equivalent fluid pressures:
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Table 2. Retaining Wall Design Earth Pressures(Static, Drained)
•.• . • • ■- �
• • •
Active 37 50
At-Rest 50 80
Passive` 300 150 (2:1, sloping down)
* This assumes level condition in front of the wall will remain for the duration of
the project, not to exceed 3,000 psf at depth. If sloping down (2:1) grades
exist in front of walls, then they should be designed using passive values
reduced to%z of level backfill passive resistance values.
Unrestrained (yielding) cantilever walls should be designed for the active
equivalent-fluid weight value provided above for very low to low expansive soils
that are free draining. In the design of walls restrained from movement at the top
(non-yielding) such as basement or elevator pit/utility vaults, the at-rest
equivalent fluid weight value should be used. Total depth of retained earth for
design of cantilever walls should be measured as the vertical distance below the
ground surface measured at the wall face for stem design, or measured at the
heel of the footing for overturning and sliding calculations. Should a sloping
backfill other than a 2:1 (horizontal:vertical) be constructed above the wall (or a _
backfill is loaded by an adjacent surcharge load), the equivalent fluid weight � ��
values provided above should be re-evaluated on an individual case basis by us. _
Non-standard wall designs should also be reviewed by us prior to construction to
check that the proper soil parameters have been incorporated into the wall
design.
All retaining walls should be provided with appropriate drainage. The outlet pipe
should be sloped to drain to a suitable outlet. Wall backfill should be non-
expansive (EI <_ 21) sands compacted by mechanical methods to a minimum of
90 percent relative compaction (ASTM D 1557). Clayey site soils should not be
used as wall backfill. Walls should not be backfilled until wall concrete attains the
28-day compressive strength and/or as determined by the Structural Engineer
that the wall is structurally capable of supporting backfill. Lightweight compaction
equipment should be used, unless otherwise approved by the Structural
Engineer.
4.7 Site Drainage and Erosion Control
All drainage should be directed away from structures (buildings, retaining walls
etc.) by means of approved permanent or temporary drainage devices.
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Adequate storm drainage should be provided to avoid siltation of any temporary
catch basins. In general, ponding of water should be avoided adjacent to the
structures or pavements. Positive drainage may be accomplished by providing a
minimum 2 percent gradient away from the structures for a distance of at least 5
feet. Protective measures to mitigate excessive site erosion and runoff during
construction should also be implemented in accordance with the local grading
ordinances.
4.8 Soil Corrosivity
Factors contributing to soil corrosivity commonly include soluble sulfate and
chloride concentrations, soil pH, and minimum soil resistivity. Soluble sulfates
may cause corrosion of concrete in contact with the soil. High chloride levels
tend to reduce soil resistivity and break down otherwise protective surface
deposits, which can result in corrosion of buried steel or reinforced concrete
structures. Low minimum resistivity and or high soil pH indicate a potential for
corrosion to buried metal conduits or other metal improvements.
Soil corrosivity testing was limited to soluble sulfate and chloride content testing
� during the previous site grading. Based on Leighton's experience with similar
` geologic units, we anticipate that the onsite soils likely possess a negligible
concentration of soluble sulfates and a relatively neutral soil pH. Elevated
chloride concentrations may be encountered. .
Site-specific soil corrosivity testing should be perFormed during future site fine-
grading and pad preparation. A corrosion engineer should be consulted to review
the soil corrosion potential and provide specific recommendations if corrosion
sensitive materials are to be used.
4.9 Pavement Design
In order to provide the following preliminary recommendations, we have assumed
an R-value of 35 for preliminary design purposes. These recommendations are
intended for planning purposes only and should not supersede minimum City
requirements. For the final pavement design, appropriate traffie indices should
be selected by the project civil engineer or traffic engineering consultant and
representative samples of actual subgrade materials should be tested for R-
value.
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Table 3. Preliminary Pavement Design
, �
.- � . . - - � �.. -.. - :. - ' :
4.5 to 5 3.0 4
5.5 to 6 3.5 6
6.5 to 7 4.0 7
The subgrade soils in the upper 6 inches should be properly compacted to at
least 95 percent relative compaction (ASTM D1557) and should be moisture-
conditioned to near optimum and kept in this condition until the pavement section
is constructed. Proof-rolling subgrade to identify localized areas of yielding
subgrade (if any) should be performed prior to placement of aggregate base and
under the observation of the geotechnical consultant.
Minimum relative compaction requirements for aggregate base should be 95
percent of the maximum laboratory density as determined by ASTM D1557.
Base rock should conform to the "Standard Specifications for Public Works
Construction" (green book) current edition or Caltrans Class 2 aggregate base
having a minimum R-value of 78. Asphaltic concrete should be placed on � '�)
compacted aggregate base and compacted to a minimum 95 percent relative �--!
compaction based on the laboratory standards ASTM D1561 and D2726.
The preliminary pavement sections provided in this section are meant as
minimum, if thinner or highly variable pavement sections are constructed,
increased maintenance and repair may be needed.
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5 . 0 GEOTECHNICAL REVIEW
Geotechnical review is of paramount importance in engineering practice. Poor
perFormances of many foundation and earthwork projects have been attributed to
inadequate construction review. We recommend that Leighton be provided the
opportunity to review the grading plan and foundation plan(s) prior to bid. Additional
geotechnical explorations and/or analyses may be required based on final development
plans. We should review grading (civil) and foundation (structural) plans, and comment
further on geotechnical aspects of this project.
In addition, reasonably-continuous construction observation and review during site
grading and foundation installation allows for evaluation of the actual soil conditions and
the ability to provide appropriate revisions where required during construction.
Geotechnical conclusions and preliminary recommendations should be reviewed and
verified by Leighton during construction, and revised accordingly if geotechnical
conditions encountered vary from our findings and interpretations. Geotechnical
observation and testing should be provided:
� After completion of site demolition and clearing,
� ■ During preparation and overexcavation of surface soils as described herein,
� During compaction of all fill materials,
� After excavation of all footings, and prior to placement of concrete,
� During utility trench backfilling and compaction, and
� When any unusual conditions are encountered.
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6 . 0 LIMITATIONS
This report was prepared for CT Realty , based on their needs, directions, and
requirements at the time. This report is not authorized for use by, and is not to be relied
upon by any party except CT Realty , with whom Leighton contracted for the work. Use
of or reliance on this report by any other party is at that party's risk. Unauthorized use
of or reliance on this report constitutes an agreement to defend and indemnify Leighton
from and against any liability which may arise as a result of such use or reliance,
regardless of any fault, negligence, or strict liability of Leighton.
The recommendations in this due-diligence geotechnical report should be reviewed in
light of changes to the current site design. The conclusions and recommendations in
this review and the referenced reports are based in part upon data that was obtained
from a limited number of observations, site visits, excavations, samples, and tests.
Such information is by necessity incomplete. The nature of many sites is such that
differing geotechnical or geological subsurFace conditions can and do occur. Therefore,
the findings, conclusions and recommendations presented in this review and previous
reports can be relied upon only if Leighton has the opportunity to review foundation
plans and observe the subsurFace conditions during construction. --�
The client is referred to Appendix B regarding important information provided by the
C�_
Associated Soil and Foundation Engineers (ASFE) on geotechnical engineering studies
and reports and their applicability.
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REFERENCES
ASCE, 2010, ASCE Standard 7-10, Minimum Design Loads for Buildings and Other
Structures by Structural Engineering Institute, ISBN 0-7844-0809-2, Second
Printing, Published in 2010.
California Building Code, 2013, California Code of Regulations Title 24, Part 2, Volume
2 of 2.
GeoTek, Inc., 2005, Addendum Geotechnical Report, Temecula 52 - Temecula,
California. Project No. 3681 SD3, Dated February 7.
GeoTek, Inc., 2006, Interim Report of Geotechnical Testing and Observation Services
during Earthwork Construction, Temecula 52 Project, City of Temecula,
California. Project No. 3009SD3, Dated July 31, 2006.
Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist-Priolo Special
Studies Zones Act of 1972 with Index to Special Study Zone Maps,
Department of Conservation, Division of Mines and Geology, Special
Publication 42 Interim Revision.
; - 1 Leighton Consulting, Inc., 2008, Interim As-graded Soils Report, Proposed PHS
� Building (Tract No. 35181), Winchester Road and Dendy Parkway,
Temecula, California, dated September 9, 2008.
SB&O, 2007, Precise Grading Plans, Tract#35181, print date October 22, 2007
United States Geological Survey, (USGS), 2014, an Interactive Computer Program
Published on USGS Website to Calculate Seismic Response and Design
Parameters based on ASCE 7-10 procedures.
,
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NORTH
Proj: 10788.001 FIGURE 4
Limits of Fault Zone
Eng/Geol: SIS/RFR per County of Riverside
�� _ ; Date: 08/2014 Lot 1, Dendy Parkway
Temecula, California
Drafted By:dlm �����
Geotechnical Due-Diligence Evaluation 10788.001
Lot 1 of Tract 35181 (APN 909-370-042),Temecula,California August 7,2014
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APPENDIX A
General Earthwork and Gradinq Specifications
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1
APPENDIX A
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LEIGHTON CONSULTING , INC .
EARTHWORK AND GRADING GUIDE SPECIFICATIONS
TABLE OF CONTENTS
Section Appendix A Paqe
A-1.0 GENERAL...........................................................................................................1
A-1.1 Intent ............................................................................................................. 1
A-1.2 Role of Leighton Consulting, Inc.................................................................... 1
A-1.3 The Earthwork Contractor .............................................................................2
A-2.0 PREPARATION OF AREAS TO BE FILLED .....................................................2
A-2.1 Clearing and Grubbing .........................................................................:........2
A-2.2 Processing.....................................................................................................3
A-2.3 Overexcavation .............................................................................................3
A-2.4 Benching .......................................................................................................3
A-2.5 Evaluation/Acceptance of Fill Areas..............................................................4
A-3.0 FILL MATERIAL.................................................................................................4
A-3.1 Fill Quality......................................................................................................4
A-3.2 Oversize ........................................................................................................4
� ' A-3.3 Import............................................................................................................4
A-4.0 FILL PLACEMENT AND COMPACTION ...........................................................5
A-4.1 Fill Layers......................................................................................................5
A-4.2 Fill Moisture Conditioning ..............................................................................5
A-4.3 Compaction of Fill..........................................................................................5
A-4.4 Compaction of Fill Slopes..............................................................................5
A-4.5 Compaction Testing ......................................................................................6
A-4.6 Compaction Test Locations...........................................................................6
A-5.0 EXCAVATION.....................................................................................................6
A-6.0 TRENCH BACKFILLS........................................................................................6
A-6.1 Safety............................................................................................................6
A-6.2 Bedding and Backfill......................................................................................6
A-6.3 Lift Thickness ................................................................................................7
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A- 1 . 0 GENERAL
A-1.1 Intent
These Earthwork and Grading Guide Specifications are for grading and
earthwork shown on the current, approved grading plan(s) and/or indicated in the
Leighton Consulting, Inc. geotechnical report(s). These Guide Specifications are
a part of the recommendations contained in the geotechnical report(s). In case
of conflict, the project-specific recommendations in the geotechnical report shall
supersede these Guide Specifications. Leighton Consulting, Inc. shall provide
geotechnical observation and testing during earthwork and grading. Based on
these observations and tests, Leighton Consulting, Inc. may provide new or
revised recommendations that could supersede these specifications or the
recommendations in the geotechnical report(s).
A-1.2 Role of Leiqhton Consultinq, Inc.
Prior to commencement of earthwork and grading, Leighton Consulting, Inc. shall
meet with the earthwork contractor to review the earthwork contractor's work
plan, to schedule sufficient personnel to perform the appropriate level of
observation, mapping and compaction testing. During earthwork and grading, _
Leighton Consulting, Inc. shall observe, map, and document subsurface �\ �
exposures to verify geotechnical design assumptions. If observed conditions are
found to be significantly different than the interpreted assumptions during the
design phase, Leighton Consulting, Inc. shall inform the owner, recommend
appropriate changes in design to accommodate these observed conditions, and
notify the review agency where required. SubsurFace areas to be geotechnically
observed, mapped, elevations recorded, and/or tested include (1) natural ground
after clearing to receiving fill but before fill is placed, (2) bottoms of all "remedial
removal" areas, (3) all key bottoms, and (4) benches made on sloping ground to
receive fill.
Leighton Consulting, Inc. shall observe moisture-conditioning and processing of
the subgrade and fill materials, and perForm relative compaction testing of fill to
determine the attained relative compaction. Leighton Consulting, Inc. shall
provide Daily Field Reports to the owner and the Contractor on a routine and
frequent basis.
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A-1
Leiqhton Consultinca. Inc. Earthwork and Gradinp Guide Specifications
� �) A-1.3 The Earthwork Contractor
The earthwork contractor (Contractor) shall be qualified, experienced and
knowledgeable in earthwork logistics, preparation and processing of ground to
receive fill, moisture-conditioning and processing of fill, and compacting fill. The
Contractor shall review and accept the plans, geotechnical report(s), and these
Guide Specifications prior to commencement of grading. The Contractor shall be
solely responsible for performing grading and backfilling in accordance with the
current, approved plans and specifications.
The Contractor shall inform the owner and Leighton Consulting, Inc. of changes
in work schedules at least one working day in advance of such changes so that
appropriate observations and tests can be planned and accomplished. The
Contractor shall not assume that Leighton Consulting, Inc. is aware of all grading
operations.
The Contractor shall have the sole responsibility to provide adequate equipment
and methods to accomplish earthwork and grading in accordance with the
applicable grading codes and agency ordinances, these Guide Specifications,
and recommendations in the approved geotechnical report(s) and grading
; - plan(s). If, in the opinion of Leighton Consulting, Inc., unsatisfactory conditions,
�� � such as unsuitable soil, improper moisture condition, inadequate compaction,
adverse weather, etc., are resulting in a quality of work less than required in
these specifications, Leighton Consulting, Inc. shall reject the work and may
recommend to the owner that earthwork and grading be stopped until
unsatisfactory condition(s) are rectified.
A-2 . 0 PREPARATION OF AREAS TO BE FILLED
A-2.1 Clearinq and Grubbinq
Vegetation, such as brush, grass, roots and other deleterious material shall be
sufficiently removed and properly disposed of in a method acceptable to the
owner, governing agencies and Leighton Consulting, Inc.. Care should be taken
not to encroach upon or otherwise damage native and/or historic trees
designated by the Owner or appropriate agencies to remain. Pavements,
flatwork or other construction should not extend under the "drip line" of
designated trees to remain.
Leighton Consulting, Inc. shall evaluate the extent of these removals depending
on specific site conditions. Earth fill material shall not contain more than 3
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A-2
Leicthton Consultinca. Inc. Earthwork and Gradinq Guide Specifications
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percent of organic materials (by dry weight: ASTM D 2974-00). Nesting of the �,
organic materials shall not be allowed.
If potentially hazardous materials are encountered, the Contractor shall stop work
in the affected area, and a hazardous material specialist shall be informed
immediately for proper evaluation and handling of these materials prior to
continuing to work in that area. As presently defined by the State of California,
most refined petroleum products (gasoline, diesel fuel, motor oil, grease, coolant,
etc.) have chemical constituents that are considered to be hazardous waste. As
such, the indiscriminate dumping or spillage of these fluids onto the ground may
constitute a misdemeanor, punishable by fines and/or imprisonment, and shall
not be allowed.
A-2.2 Processinq
Existing ground that has been declared satisfactory for support of fill, by Leighton
Consulting, Inc., shall be scarified to a minimum depth of 6 inches (15 cm).
Existing ground that is not satisfactory shall be over-excavated as specified in the
following Section A-2.3. Scarification shall continue until soils are broken down
and free of large clay lumps or clods and the working surface is reasonably
uniform, flat, and free of uneven features that would inhibit uniform compaction.
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A-2.3 Overexcavation ��
In addition to removals and over-excavations recommended in the approved
geotechnical report(s) and the grading plan, soft, loose, dry, saturated, spongy,
organic-rich, highly fractured or otherwise unsuitable ground shall be over-
excavated to competent ground as evaluated by Leighton Consulting, Inc. during
grading. All undocumented fill soils under proposed structure footprints should
be excavated
A-2.4 Benchinq
Where fills are to be placed on ground with slopes steeper than 5:1 (horizontal to
vertical units), (>20 percent grade) the ground shall be stepped or benched. The
lowest bench or key shall be a minimum of 15 feet (4.5 m) wide and at least
2 feet (0.6 m) deep, into competent material as evaluated by Leighton
Consulting, Inc.. Other benches shall be excavated a minimum height of 4 feet
(1.2 m) into competent material or as otherwise recommended by Leighton
Consulting, Inc.. Fill placed on ground sloping flatter than 5:1 (horizontal to
vertical units), (<20 percent grade) shall also be benched or otherwise over-
excavated to provide a flat subgrade for the fill.
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A-3
Leiqhton Consulting, Inc. Earthwork and Gradinct Guide Specifications
� ' A-2.5 Evaluation/Acceptance of Fill Areas
All areas to receive fill, including removal and processed areas, key bottoms, and
benches, shall be observed, mapped, elevations recorded, and/or tested prior to
being accepted by Leighton Consulting, Inc. as suitable to receive fill. The
Contractor shall obtain a written acceptance (Daily Field Report) from Leighton
Consulting, Inc. prior to fill placement. A licensed surveyor shall provide the
survey control for determining elevations of processed areas, keys and benches.
A-3 . 0 FILL MATERIAL
A-3.1 Fill Qualitv
Material to be used as fill shall be essentially free of organic matter and other
deleterious substances evaluated and accepted by Leighton Consulting, Inc.
prior to placement. Soils of poor quality, such as those with unacceptable
gradation, high expansion potential, or low strength shall be placed in areas
acceptable to Leighton Consulting, Inc. or mixed with other soils to achieve
satisfactory fill material.
A-3.2 Oversize
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Oversize material defined as rock, or other irreducible material with a maximum
� � dimension greater than 6 inches (15 cm), shall not be buried or placed in fill
unless location, materials and placement methods are specifically accepted by
Leighton Consulting, Inc.. Placement operations shall be such that nesting of
oversized material does not occur and such that oversize material is completely
surrounded by compacted or densified fill. Oversize material shall not be placed
within 10 feet (3 m) measured vertically from finish grade, or within 2 feet (0.61
m) of future utilities or underground construction.
A-3.3 Import
If importing of fill material is required for grading, proposed import material shall
meet the requirements of Section A-3.1, and be free of hazardous materials
("contaminants") and rock larger than 3-inches (8 cm) in largest dimension. All
import soils shall have an Expansion Index (EI) of 20 or less and a sulfate
content no greater than (<) 500 parts-per-million (ppm). A representative sample
of a potential import source shall be given to Leighton Consulting, Inc. at least
four full working days before importing begins, so that suitability of this import
material can be determined and appropriate tests performed.
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A-4
Leiqhton Consultinq, Inc. Earthwork and Gradinq Guide Specifications
A-4 . 0 FILL PLACEMENT AND COMPACTION � �
A-4.1 Fill Lavers
Approved fill material shall be placed in areas prepared to receive fill, as
described in Section A-2.0, above, in near-horizontal layers not exceeding
8 inches (20 cm) in loose thickness. Leighton Consulting, Inc. may accept
thicker layers if testing indicates the grading procedures can adequately compact
the thicker layers, and only if the building officials with the appropriate jurisdiction
approve. Each layer shall be spread evenly and mixed thoroughly to attain
relative uniformity of material and moisture throughout.
A-4.2 Fill Moisture Conditioninq
Fill soils shall be watered, dried back, blended and/or mixed, as necessary to
attain a relatively uniform moisture content at or slightly over optimum. Maximum
density and optimum soil moisture content tests shall be performed in
accordance with the American Society of Testing and Materials (ASTM) Test
Method D 1557-09.
A-4.3 Compaction of Fill
After each layer has been moisture-conditioned, mixed, and evenly spread, each
layer shall be uniformly compacted to not-less-than (>_) 90 percent of the C� j
maximum dry density as determined by ASTM Test Method D 1557-09. In some --
cases, structural fill may be specified (see project-specific geotechnical report) to
be uniformly compacted to at-least (>_) 95 percent of the ASTM D 1557-09
modified Proctor laboratory maximum dry density. For fills thicker than (>) 15
feet (4.5 m), the portion of fill deeper than 15 feet below proposed finish grade
shall be compacted to 95 percent of the ASTM D 1557-09 laboratory maximum
density. Compaction equipment shall be adequately sized and be either
specifically designed for soil compaction or of proven reliability to efficiently
achieve the specified level of compaction with uniformity.
A-4.4 Compaction of Fill Slopes
In addition to normal compaction procedures specified above, compaction of
slopes shall be accomplished by back rolling of slopes with sheepsfoot rollers at
increments of 3 to 4 feet (1 to 1.2 m) in fill elevation, or by other methods
producing satisfactory results acceptable to Leighton Consulting, Inc.. Upon
completion of grading, relative compaction of the fill, out to the slope face, shall
be at least 90 percent of the ASTM D 1557-09 laboratory maximum density.
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A-5
Leicthton Consultinca, Inc. Earthwork and Gradinp Guide Specifications
� \ A-4.5 Compaction Testinq
Field-tests for moisture content and relative compaction of the fill soils shall be
perFormed by Leighton Consulting, Inc.. Location and frequency of tests shall be
at our field representative(s) discretion based on field conditions encountered.
Compaction test locations will not necessarily be selected on a random basis.
Test locations shall be selected to verify adequacy of compaction levels in areas
that are judged to be prone to inadequate compaction (such as close to slope
faces and at the fill/bedrock benches).
A-4.6 Compaction Test Locations
Leighton Consulting, Inc. shall document the approximate elevation and
horizontal coordinates of each density test location. The Contractor shall
coordinate with the project surveyor to assure that sufficient grade stakes are
established so that Leighton Consulting, Inc. can determine the test locations
with sufficient accuracy. Adequate grade stakes shall be provided.
A-5 . 0 EXCAVATION
Excavations, as well as over-excavation for remedial purposes, shall be
evaluated by Leighton Consulting, Inc. during grading. Remedial removal depths
C �i shown on geotechnical plans are estimates only. The actual extent of removal
shall be determined by Leighton Consulting, Inc. based on the field evaluation of
exposed conditions during grading. Where fill-over-cut slopes are to be graded,
the cut portion of the slope shall be made, then observed and reviewed by
Leighton Consulting, Inc. prior to placement of materials for construction of the fill
portion of the slope, unless otherwise recommended by Leighton Consulting,
Inc..
A-6 . 0 TRENCH BACKFILLS
A-6.1 Safetv
The Contractor shall follow all OSHA and Cal/OSHA requirements for safety of
trench excavations. Work should be pertormed in accordance with Article 6 of
the California Construction Safety Orders, 2003 Edition or more current (see
also: k��fi�:�l�vv�.d�r.c�..�c��tti�ie�l��4a�.hfirr�l ).
A-6.2 Beddinq and Backfill
All utility trench bedding and backfill shall be performed in accordance with
applicable provisions of the 2012 Edition of the Standard Specifications for Public
Works Construction (Green Book). Bedding material shall have a Sand
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A-6
Leiqhton Consultina, Inc. Earthwork and Gradinca Guide Specifications
Equivalent greater than 30 (SE>30). Bedding shall be placed to 1-foot (0.3 m) C �
over the top of the conduit, and densified by jetting in areas of granular soils, if
allowed by the permitting agency. Otherwise, the pipe-bedding zone should be
backfilled with Controlled Low Strength Material (CLSM) consisting of at least
one sack of Portland cement per cubic-yard of sand, and conforming to Section
201-6 of the 2012 Edition of the Standard Specifications for Public Works
Construction (Green Book). Backfill over the bedding zone shall be placed and
densified mechanically to a minimum of 90 percent of relative compaction (ASTM
D 1557-09) from 1 foot (0.3 m) above the top of the conduit to the surtace.
Backfill above the pipe zone shall not be jetted. Jetting of the bedding around
the conduits shall be observed by Leighton Consulting, Inc. and backfill above
the pipe zone (bedding) shall be observed and tested by Leighton Consulting,
Inc..
A-6.3 Lift Thickness
Lift thickness of trench backfill shall not exceed those allowed in the Standard
Specifications of Public Works Construction unless the Contractor can
demonstrate to Leighton Consulting, Inc. that the fill lift can be compacted to the
minimum relative compaction by his alternative equipment and method, and only
if the building officials with the appropriate jurisdiction approve. _
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A-7
Geotechnical Due-Diligence Evaluation 10788.001
Lot 1 of Tract 35181 (APN 909-370-042),Temecula,California August 7,2014
� �
APPENDIX B
ASFE, Information Reqardinq Geotechnical Enqineerinq
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� ��'����`� ����� �'������ April 29, 2016
Project No. 10788.004
The Macklin Companies, Inc.
4041 MacArthur Boulevard, Suite 220
Newport Beach, California 92660-2514
Attention: Mr. Rick Macklin
Subject: Results of Field Percolation Testing
Lot 1, Tract 35181 (APN 909-370-042), Dendy Parkway
City of Temecula, California
In accordance with your request, we are pleased to present herewith the results of our
field percolation testing performed for the subject site located on Lot 1 of Tract 35181
(APN 909-370-042), north side of Dendy Parkway, Temecula, California. Our infiltration
testing included one deep test (50 feet) and two shallow tests (10 and 15 feet) at
locations determined by the project civil engineer (SB&O).
, -,,
� ',
�_,-' SUMMARY OF RESULTS
Deep Percolation Testing
One (1) deep percolation test was performed within the site (see Figure 1 attached). The
percolation test (P-1) was perFormed along the northeastern portion of the proposed
drainage area at a depth of approximately 50 feet below ground surface (bgs). The
results are presented in terms of gallon-per-square-foot of sidewall for the purpose of dry
well system, as well as minutes per inch drop and converted to inches per hour using the
"Porchet Method". As indicated in Table below, the infiltration rates are as follows:
Table 1 -Summary of Percolation/Infiltration Test Results —Deep Test
• . . . . . .
. .
. - •
• . • �- � -. . �- . .
I P_� I See Figure I . 50 0.10 I 2.86 Silty SAND to�20 ft, SAND with silt I
1 attached to�45 ft, SILT below(see log)
Shallow Percolation Testing
As shown on Figure 1, two shallow percolation tests were performed in designated areas
within the site in general accordance with the procedures of the Riverside County Flood
Control and Water Conservation District (RCFC&WCD) Design Handbook (RCFC, 2011).
�_; Percolation tests were performed at depths ranging from 10 to 15 feet below the existing
�1 r�;:3�€t;�:.?�r;ri;��,t:,i��vi�'�' . �:�ik�? sL:3� .T�:�'��v4;.�1;�, (;��:3<?��t.�-���``
�;��.��u.�:}3���"<�;e�'w�.���.�:��t�
Results of Field Percolation Testing _ 10788.004
Lot 1,Tract 35181 (APN 909-370-042),Dendy Parkway,Temecula,CA April 29,2016
C �
ground surface. The results of the percolation tests are presented in minutes-per-inch --'
drop and converted to infiltration rates (in/hr) using the Prochet Method as shown in the
table below. A summary of our test results is provided in Table below:
Table 2-Summary of Percolation/Infiltration Test Results
�- � . . .
.
.
. . . �- . .
See Figure Poorly Graded SAND with
P-2 1 Attached 10 2.38 2.48 Silt to Silty SAND/Artificial
Fill
P-3 See Figure 15 2.78 2.p2 Well Graded Silty SAND/
1 Attached Artificial Fill
LIMITATIONS
This report was based in part on data obtained from a limited number of observations,
site visits, samples and tests. Such information is, by necessity, incomplete. The
nature of many sites is such that differing soil or geologic conditions can be present
within small distances and under varying climatic conditions. Changes in subsurFace
conditions can and do occur over time.
This report was prepared for the sole use of Client and their design team, for application �^_ i
to design of the proposed development, in accordance with generally accepted
geotechnical engineering practices at this time in California. Any unauthorized use of or
reliance on this report constitutes an agreement to defend and indemnify Leighton
Consulting, Inc. from and against any liability which may arise as a result of such use or
reliance, regardless of any fault, negligence, or strict liability of Leighton Consulting, Inc.
If you have any questions regarding this report, please do not hesitate to contact the
undersigned. We appreciate this opportunity to be of service on this project.
Respectfully submitted,
LEIGHTON CONSULTING, INC �,��,���`�
� � �►,�'� '�'',� �
�"„ �` � 1s��C '�, �'
: ��3��
` �:;:,..,��'�� ' � ` '�x 1�' '� : '�
Robert F. Riha � Je re DeL nd
Sr. Principal Geologist ��'� Staff Geologist
Attachments: Figure 1 —Boring-Percolation n i tration Test Location Map
Appendix A—Percolation Test Sheets and Boring Logs
Distribution: (1) Addressee (PDF copy via email)
(1) Mr. Dan O'Rourke with SB&O (PDF copy via email)
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Project: 10788.004 Eng/Geol:SIS/RFR gORING AND PERCOLATION/ Figure 1
Scale:AsShown Date:Apri12016 INFILTRATION TEST LOCATION PLAN
'` �3asemap:SB&0,Inc.,Dendy Parkway Lot 1 of PM 35181
,__--Preliminary WQMP Site Map,dated 01/11/16,
Thematiclnformation:Leighton Lot 1 - Dendy Parkway, Temecula, California �
Author:JTD l��lf�i:$W'1
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Test Hole Number: P-2 Project Dendy Lot 1 Infiltration
Date Excavated: 4/25/2016 Project Number 10788.004
Tested b : JTD Date Tested 4/16/2016
Soil Unit: Artificial Fill(A� Depth of Test Hole(in.) 120
USCS Soil Type: Brown Silty SAND Diameter(in.) 10 Overcast-70 °
I nfiitration/Percolati on
Time Ot(min) �nitial Water Depth Final Water Depth Change In Water Level Rate
(inches) (inches) (inches)
incheslhouY' minute/inch
8:14:00 12.00 94.80 103.20 8.40 4.468 1.429
8:26:00
8:26:00 15.00 91.20 98.40 7.20 2.599 2.083
8:41:00
8:41:00 10.00 94.40 98.96 4.56 2.649 2.193
8:51:00
8:51:00 10.00 94.50 99.18 4.68 2.736 2.137
9:01:00
9:01:00 10.00 95.00 99.68 4.68 2.790 2.137
9:11:00
9:11:00 10.00 94.76 99.44 4.68 2.764 2.137
9:21:00
9:21:00 10.00 95.00 99.56 4.56 2.712 2.193
9:31:00
9:31:00 10.00 95.00 99.56 4.56 2.712 2.193
9:41:00
9:41:00 10.00 94.76 98.96 4.20 2.457 2.381
9:51:00
Cj 9:51:00 10.00 95.00 99.32 4.32 2.557 2.315
10:01:00
10:01:00 10.00 95.00 99.20 4.20 2.480 2.381
10:11:00
10:11:00 10.00 95.00 99.20 4.20 2.480 2.381
10:21:00
.............................................................................................................................._.................................:....................................................................................._............................................................._............................................._.._.._..................
5.000 : �
4.500 `.
! 4.000 ��.._...__.........__..._................._...........__._......................_._....._.._.__..._..._.___._......__....._......._.........._........__................._....__..._._................._._. _.
. ... ..............__..._....._......... ,
3.500 •a...................................................................................................................................................................................................................................................................................................... �
InfiltrationRate 3.000 .;..................................................................................................................................................................................................................................................................................................... E
� (in./hr) 2.500 : �
? 2.000 ..:......................................................................................................................................................................................................................................._........_....................................................
i1.500 ......................................................................................................................................................................................................................................................................................................... �
; 1.000 _?.......................................................................................................................................................................................................................................................................................................
0.500 ; I
0.000 ; . . . . . .
12 27 37 47 57 67 77 87 97 107 117 127
I
Time(min) I
E
:.................................................................................................................................................................................................................................................................................................................................................................................................!
*Based on Prochet Method
Percolation Proiect Number. 10788.004
Test Data
Pro►ect Name: Dendy Lot 1 Infiltration
P-2
Date: Apr-16
�,�1 �'��ti
�.��
Test Hole Number: P-3 Pro'ect Dendy Lot 1 Infiltration ( �
Date Excavated: 4/25/2016 Pro'ect Number 10788.001 � - '
Tested b : JTD Date Tested 4/16/2016
Soil Unit: Pauba Formation(Qps) Depth of Test Hole(in.) 180
USCS Soil Type: Grayish Brown SAND with SILT Diameter(in.) 10 Overcast-70 °
I nfi Itration/Percolation
Time �t(min) Initial Water Depth Final Water Depth Change In Water Level Rate
(inches) (inches) (inches)
inches/houP minute/inch
8:18:00 10.00 152.52 158.52 6.00 3.336 1.667
8:28:00
8:28:00 15.00 153.00 159.00 6.00 2.264 2.500
8:43:00
8:43:00 10.00 153.60 159.60 6.00 3.475 1.667
8:53:00
8:53:00 10.00 153.20 156.44 3.24 1.756 3.086
9:03:00
9:03:00 10.00 153.84 157.08 3.24 1.797 3.086
9:13:00
9:13:00 10.00 154.00 157.12 3.12 1.737 3.205
9:23:00
9:23:00 10.00 154.50 158.10 3.60 2.061 2.778
9:33:00
9:33:00 10.00 154.20 157.80 3.60 2.038 2.778
9:43:00
9:43:00 10.00 155.00 158.60 3.60 2.101 2.778
9:53:00
9:53:00 10.00 154.00 157.60 3.60 2.022 2.778 � / �
10:03:00
�_
10:03:00 10.00 154.00 157.60 3.60 2.022 2.778
10:13:00
10:13:00 10.00 154.00 157.60 3.60 2.022 2.778
10:23:00
:......_..................................................................._.................._....._......................................_.................._....._............_..._...._........................................._...................................................................................................................................................
4.000 :
€ 3.500 .o._�..._........._................... .._..........................................._...._.._........_................_......_..............__..._........__. _.
' 3.000 .d..................................................................................................................................................................................................................................................................................................
i2.500 .;........................._....................._..............................................___.._.........................._.................._..................._...................._............................................................_.........._..._....._...._ �
: Infiltration Rate
(in./hr) 2.000 ` €
1.500 � �
; ' €
; 1.000 ..�....................................................................................................................................................................................................................................................................................................... �
: ; €
; 0.500 _?................................................................................................................................................................................................................._....................................................................................
0.000 ; . � . .
10 25 35 45 55 65 75 85 95 105 115 125
Time(min)
*Based on Prochet Method
Percolation Proiect Number: 10788.004
Test Data
P►oiect Name: Dendy Lot 1/nfiltration
P-3
Date: Apr-16
L�i ���n
_
��..�
GEOTECHNICAL. BC)RING LOG LB-1
Project No. 10788.004 Date Drilled 4-25-16
��', Project Dendy Lot 1 Perc Logged By JTD
'Drilling Co. 2-R Drilling Hole Diameter 8"
Drilling Method Hoilow Stem Auqer- 1401b -Autohammer -30"Drop Ground Elevation —1060'
Location See Borinq/Percolation Test Location Map Sampled By _JTD
_ �, o � � „o ,�� SOIL DESCRIPTION y
pY tY V G> Z yt fA ��,; N(/1 d
+�y +r� �o� a m 3 v �w ,�c �° This Soil Descri tion a lies onl to a location of the ex loration at the ~
�o d Q.y Q.p 3 C d� f� P PP Y P ,�
�� �� L J .� Q- �� p a o= Vy time of sampling. Subsurtace conditions may differ at other locations o
W C9 Q � m� � �o 'o� and may change with time. The description is a simplification of the Q
V) a p U y" actual conditions encountered. Transitions between soil types may be �,
gradual. �—
� SM Artificial Fill(Afl;SILTY SAND with GRAVEL,light brownish
gray,dry to moist,fine to coarse grained sand with gravel and
cobble to 3"
SILTY SAND with GRAVEL,light brownish gray,moist,fine to
coarse grained sand,with gravel to 1"
5 s-1 11 SILTY SAND,very dense,grayish brown,moist,fine to coarse
16 grained sand
20
SILTY SAND with GRAVEL,grayish brown,moist,fine to coarse
grained sand with fine gravel
10 S-2 5 SILTY SAND,medium dense,olive gray,moist,very fine to fine
7 grained sand,iron oxide staining
\ 15
�` I
\
15 s-3 7 SILTY SAND,medium dense,olive,moist,fine grained sand
8
9
20 S-4 12 SP-SM Pauba Formation(Qosl;Poorly-graded SAND with silt,dense,
• 15 light brownish gray,dry to moist,fine to coarse grained sand
19
25 • S-5 11 Poorly graded SAND,dense,light brownish gray,dry to moist, SA
14 fine to coarse grained sand
' 17
SAMPLE-TYPES: TYPE OF TESTS:
B BULK SAMPLE -200%FINES PASSING DS DIRECT SHEAR SA SIEVE ANALYSIS
C CORE SAMPLE AL ATTERBERG LIMITS EI EXPANSION INDEX SE SAND EQUIVALENT
� G GRAB SAMPLE CN CONSOLIDATION H HYDROMETER SG SPECIFIC GRAVITY
I R RING SAMPLE CO COLLAPSE MD MAXIMUM DENSITY UC UNCONFINED COMPRESSIVE STRENGTH
� S SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENEfROMETER
T TUBE SAMPLE CU UNDRAINED TRIAXIAL RV R VALUE
***This log is a part of a report by Leighton and should not be used as a stand•alone document.*** Page 1 ot 3
GEOTECHNICAL BORING LOG LB-1
Project No. 10788.004 Date Drilled 4-25-16
Project Dendv Lot 1 Perc Logged By JTD �`�
Drilling Co. 2_R Drilling Hole Diameter 8" ___
Drilling Method Hollow Stem Auqer- 1401b -Autohammer -30"Drop Ground Elevation -1060'
Location See Borinq/Percolation Test Location Map Sampled By JTD
� o y ;� � SOIL DESCRIPTION y
O t d Z fq� y �a: yN �
'�� Q� a� � d 3� �v w c f6�,j This Soil Description applies only to a location of the exploration at the ,�
>�y dLL `J +• fl- o— p p. !�:: V�j time of sampling. Subsurface conditions may differ af other locations o
� � + � m�° �� ' and ma chan e with time. The descri t�on is a sim l�cation of the Q
W C7 Q � � �' �G O� Y 8 P� P�
y a p V c�v actual conditions encountered. Transitions between soi/types may be �
gradual.
30 S-6 11 Poorly graded SAND with silt,dense,light brownish gray,dry to
• 17 moist,fine to coarse grained sand
19
35 . s-7 9 Poorly graded SAND with silt,dense,light brownish gray,dry to
21 moist,fine to coarse grained sand
' 17
40 ' g_g g Poorly graded SAND,dense,light gray,dry to moist,fine to SA
• 16 coarse grained sand
19
. �_ /
45 � ' � ' --- --- -- -- -- -- ----------------------------
s-9 3 M� SANDY SILT,stiff,very dark gray,moist to wet SA
4
6
50 --- —S-10 6 sM SILTY SAND,dense,very dark grayish brown,moist to wet,very
13 fine to fine grained sand
14
55 --- —S-11 3 ML SANDY SILT,stiff,very dark grayish brown,moist,very fine to
9 fine grained sand
13
SAMPLETYPES: TYpE OF TESTS:
B BULK SAMPLE -200%FINES PASSING DS DIRECT SHEAR SA SIEVE ANALYSIS
C CORE SAMPLE AL ATTERBERG LIMITS EI EXPANSION INDEX SE SAND EQUIVALENT /�
G GRAB SAMPLE CN CONSOLIDATION H HYDROMETER SG SPECIFIC GRAVITY
R RING SAMPLE CO COLLAPSE MD MAXIMUM DENSITY UC UNCONFINED COMPRESSIVE STRENGTH
S SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENEfROMETER �i-
T TUBE SAMPLE CU UNDRAINED TRIAXIAL RV R VALUE
***This log is a part of a report by Leighton and should not be used as a stand-alone document.*** Page 2 of 3
GE(JTECHNICAL BURING LOG LB-1
Project No. 10788.004 Date Drilled 4-25-16
'�Project Dendy Lot 1 Perc Logged By JTD
Drilling Co. 2_R Drilling Hole Diameter 8"
Drilling Method Hollow Stem Auger- 1401b -Autohammer -30"Drop Ground Elevation -1060'
Location See Borinq/Percolation Test Location Map Sampled By JTD
_ � y o � � �,o �;.-. SOIL DESCRIPTION N
+r� w y s o� '� d 3� ��.- .�c �� This Soil Descri tion a lies onl to a location of the ex loration at the ~
�LL GLL ao �' � m� m� o� VU p PP Y P ,,..
> d �a J p a +• _�j time of sampling. Subsurface conditions may differ at other locations o
W C9 Q � L �+ �o �o� and may change with fime. The description is a simplification of the a
v) a p U y" actual conditions encountered. Transitions between soil types may be >,
gradual. �—
60 5-12 3 M� SILT,very stiff,very dark grayish brown,moist to wet,sampler
8 wet
13
65 S-13 8 SANDY SILT,very stiff,very dark grayish brown,moist to wet,
13 very fine to fine grained sand
19
Drilled to 66.5' Sampled to 66.5' Groundwater at 64'
Backfilled with Cuttings
70
� - � )
75
80
85
SAMPLE-TYPES: TYPE OF TESTS:
B BULK SAMPLE -200%FINES PASSING DS DIRECT SHEAR SA SIEVE ANALYSIS
C CORE SAMPLE AL ATTERBERG LIMITS EI EXPANSION INDEX SE SAND EQUIVALENT
� G GRAB SAMPLE CN CONSOLIDATION H HYDROMETER SG SPECIFIC GRAVITY
�`,' R RING SAMPLE CO COLLAPSE MD MAXIMUM DENSITY UC UNCONFINED COMPRESSIVE STRENGTH
S SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER
T TUBE SAMPLE CU UNDRAINED TRIAXIAL RV R VALUE
***This log is a part of a report by Leighton and should not be used as a stand-alone document.*** Page 3 ot 3
GEOTECHNICAL BORING LOG P-2
Project No. 10788.004 Date Drilled 4-25-16
�
Project Dendy Lot 1 Perc Logged By JTD �
Drilling Co. 2-R Drilling Hole Diameter 8" �_-_-i
Drilling Method Hollow Stem Auqer- 1401b -Autohammer -30"Drop Ground Elevation -1059'
Location See Borinq/Percolation Test Location Map Sampled By JTD
� ,� c � � �,e y� SOIL DESCRIPTION y
�
+•d �y �a� � d 3 v �`� w c �°y This Soil Descri tion a lies onl fo a location of fhe ex loration at the ~
�� Q� ap � � m� d� o� VC) p PP Y P ,�
> m R J p Q. +,. _�j time of sampling. Subsurface conditions may differ at other locations o
W � Q � � Z, �p '—p� and may change with time. The description is a simplification of the Q
y a p V �v actual conditions encountered. Transitions between soil types may be >,
gradual. F—
� SM Artificial Fill/Afl;SILTY SAND with GRAVEL,light brownish
gray,dry to moist,fine to coarse grained sand with gravel and
cobble to 3"
o SW-SM Well-graded SAND with SILT and GRAVEL,brown,moist,fine
to coarse grained sand with fine gravel
0
0
5 --- --- -- -- -- -- ----------------------------
SM SILTY SAND,brown,moist,fine to coarse grained sand
s-1 8 SP-SM Poorly graded SAND with SILT,medium dense,grayish brown,
• 10 moist,fine grained sand
10 13
Drilled to 10' Sampled to 10' Groundwater not encountered �
Backfilled with Cuttings '
�
15
20
25
SAMPLE�TYPES: TYPE OF TESTS:
B BULK SAMPLE -200%FINES PASSING DS DIRECT SHEAR SA SIEVE ANALYSIS
C CORE SAMPLE AL ATTERBERG LIMITS EI EXPANSION INDEX SE SAND EQUIVALENT f�" �
G GRAB SAMPLE CN CONSOLIDATION H HYDROMETER SG SPECIFIC GRAVITY �
R RING SAMPLE CO COLLAPSE MD MAXIMUM DENSITY UC UNCONFINED COMPRESSIVE STRENGTH �
S SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER
T TUBE SAMPLE CU UNDRAINED TRIAXIAL RV R VALUE
***This log is a part of a report by Leighton and should not be used as a stand-alone document.*** Page 1 of �
GEOTECHNICAL BORING L4G P-3
Project No. 10788.004 Date Drilled 4-25-16
�` Project Dendy Lot 1 Perc Logged By JTD
Drilling Co. 2_R Drilling Hole Diameter 8"
Drilling Method Hollow Stem Auqer- 1401b -Autohammer -30"Drop Ground Elevation —1058'
Location See Borinq/Percolation Test Location Map Sampled By JTD
� � �, o ; � �,� �;� SOIL DESCRIPTION N
+�d �� �� � d 3 v �`� �c �y This Soil Descri tion a lies onl to a location of the ex loration at the ~
co� Q"� c'o w a p5 m� y d UC) P PP Y P ,�
>iy d�y L J p C. • +• _�j time of sampling. Subsurface conditions may differ at other locations a
°1 0 w � m�° �� and ma chan e with time. The descri tion is a sim lification of the d
W �7 a � � �+ �O �o� Y 9 p� P�� Q
y a p V �v actual conditions encountered. Transitions between soil types may be >,
gradual. �
� SM Artificial Fill(Afl;SILTY SAND with GRAVEL,light brownish
gray,dry to moist,fine to coarse grained sand with gravel and
cobble to 3"
SILTY SAND with GRAVEL,grayish brown,moist,fine to coarse
grained sand with fine gravel
5 SILTY SAND,olive gray,moist,fine to coarse grained sand
SILTY SAND,grayish brown,moist,fine to coarse grained sand
with fine gravel
10 SILTY SAND with GRAVEL,dark grayish brown,moist,fine to
coarse grained sand with fine gravel
� A
�
i
--- --- -- -- -- -- ----------------------------
o � s-1 7 sw-sM Well-graded SAND with SILT,dense,grayish brown,moist,fine
14 to coarse grained sand
15 ° �s
Drilled to 15' Sampled to 15' Groundwater not encountered
Backfilled with Cuttings
20
25
SAMPLE�TYPES: TYPE OF TESTS:
B BULK SAMPLE -200°/,FINES PASSING DS DIRECT SHEAR SA SIEVE ANALYSIS
C CORE SAMPLE AL ATTERBERG LIMITS EI EXPANSION INDEX SE SAND EQUIVALENT
� G GRAB SAMPLE CN CONSOLIDATION H HYDROMETER SG SPECIFIC GRAVITY
� ,- R RING SAMPLE CO COLLAPSE MD MAXIMUM DENSITY UC UNCONFINED COMPRESSIVE STRENGTH
S SPLIT SPOON SAMPLE CR CORROSION PP POCKET PENETROMETER
T TUBE SAMPLE CU UNDRAINED TRIAXIAL RV R VALUE
***This log is a part of a report by Leighton and should not be used as a stand-alone document.*** Page 1 ot �
C-�
�\ �
, ���,
��
USDA United States A product of the National Custom Soil Resource
� Department of Cooperative Soil Survey,
� , Agriculture a joint effort of the United Report for
States Department of
Agricultureandother Western Riverside
Federal agencies, State
Natural agencies including the • •
Resources Agricultural Experiment Area, Cal iforn ia
Conservation Stations, and local
Service participants Dendy Parkway Parcel 1 of PM
35181
C�
�
F F ,
.. > ., y.. ,.' .
` ��a�s� ? . � � .
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���_�-��__�s�����::;
January 7, 2016
C��
,
Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers.Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand,protect,or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions.The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses.The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area �\- \,
planning,onsite investigation is needed to supplement this information in some cases. , �
Examples include soil quality assessments(h��p:/l�,vw.rrres.usda.�ov/wps/portal! —
nreslmain/soilsthealth!) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center(ht#p:b/
affices.sc.egnv.usda.gouflocatcart�pp?agency=nres)or your NRCS State Soil
Scientist(http:!lwuv�.nres.�asda.govC�rpsfpartal/nresfde�ail/�oilslear+tact�as!?
cid=nres1�2p2_�53951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields.A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service(NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department ofAgriculture(USDA)prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation,genetic information,political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means (\ \l
�
2
� ' for communication of program information (Braille, large print,audiotape, etc.)should
contact USDA's TARGET Center at(202) 720-2600 (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272
(voice) or(202)720-6382 (TDD). USDA is an equal opportunity provider and
employer.
�
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Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend..................................................................................................................9
MapUnit Legend................................................................................................10
MapUnit Descriptions........................................................................................10
Western Riverside Area, California.................................................................12
GdC—Garretson gravelly very fine sandy loam, 2 to 8 percent slopes.......12
GyE2—Greenfield sandy loam, 15 to 25 percent slopes, eroded...............13
References............................................................................................................15
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How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area.They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes; the general pattern of drainage; the kinds of crops and native plants; and
the kinds of bedrock.They observed and described many soil profiles.A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently,soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
( �
� The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform,a soil scientist develops a concept,or model,of how they were formed.Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless,these observations, supplemented by
an understanding of the soil-vegetation-landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils.After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes(units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils sys#ematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile.After the soil
scientists classified and named the soils in the survey area, they compared the
� _,
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Custom Soil Resource Report
�
individual soils with similar soils in the same taxonomic class in other areas so that �
they could confirm data and assemble additional data based on experience and �--'
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil-
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil-landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct ( \�
measurements do not exist for every property presented for every map unit � �
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests.Soil scientists interpret
the data from these analyses and tests as well as the field-observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit.Aerial photographs show trees, buildings,fields,
roads, and rivers, all of which help in locating boundaries accurately. - �
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6
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Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map.Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Map Unit Legend
, .; 1Ai+�st�ern�t�vers,id�Area;C�lifar�iia{GA6'7�}
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':IN�p tlr�i#Syr�bal M�p tJnik,�t�m� .:: ,,;,: �lcre�in�1�JI ;; �"er�nt o�l�t7!I ;
GdC Garretson gravelly very fine 0.3 2.4%
sandy loam,2 to 8 percent
slopes
GyE2 Greenfield sandy loam,15 to 25 13.5 97.6%
percent slopes,eroded
Totals for Area of Interest 13.9 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas.A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils.On the landscape, �" \
however,the soils are natural phenomena,and they have the characteristic variability �
of all natural phenomena. Thus,the range of some observed properties may extend
beyond the limits defined for a taxonomic class.Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes.Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management.These are called contrasting,or dissimilar,components.They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each.A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If ( �
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Custom Soil Resource Report
( ' intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feafure that affects use or management. For example,Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas.Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
� ,� or necessary to map the soils or miscellaneous areas separately. The pattern and
��. __i relative proportion of the soils or miscellaneous areas are somewhat similar.Alpha-
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform.An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
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Custom Soil Resource Report
Western Riverside Area, California C �
GdC—Garretson gravelly very fine sandy loam, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: hcv5
Elevation: 50 to 3,000 feet
Mean annual precipitation: 12 to 25 inches
Mean annual air temperature: 61 to 64 degrees F
Frost-free period: 250 to 350 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Garretson and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Garretson
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium derived from metasedimentary rock
Typical profile " \
H1 -0 to 10 inches: gravelly very fine sandy loam � ;
H2- 10 to 53 inches: gravelly loam
H3-53 to 72 inches: loam
Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.4 inches)
Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Ecological site: LOAMY(1975) (R019XD029CA)
Minor Components
Cortina
Percent of map unit: 5 percent
Arbuckle
\
Percent of map unit: 5 percent ( �
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Custom Soil Resource Report
� Perkins
Percent of map unit. 5 percent
GyE2—Greenfield sandy loam, 15 to 25 percent slopes, eroded
Map Unit Setting
National map unit symbol: hcvy
Elevation: 100 to 3,500 feet
Mean annual precipitation: 9 to 20 inches
Mean annual air temperature: 63 degrees F
Frost-free period: 200 to 300 days
Farmland classification: Not prime farmland
Map Unit Composition
Greenfield and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Greenfield
Setting
� Landform: Alluvial fans, terraces
C__-� Landform position (three-dimensional): Tread
Down-slope shape: Concave, linear
Across-slope shape: Convex, linear
Parent material: Alluvium derived from granite
Typical profile
H1 -0 to 26 inches: sandy loam
H2-26 to 43 inches: fine sandy loam
H3-43 to 60 inches: loam
Properties and qualities
Slope: 15 to 25 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.3 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: A
Ecological site: LOAMY(1975) (R019XD029CA)
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Custom Soil Resource Report
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Minor Components �—�
Hanford
Percent of map unit.� 6 percent
Pachappa
Percent of map unit: 5 percent
Arlington
Percent of map unit: 2 percent
San timoteo, badlands
Percent of map unit: 2 percent
� %
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References
American Association of State Highway and Transportation Officials(AASHTO).2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials(ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M.,V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt,G.W.,and L.M.Vasilas,editors.Version 6.0,2006. Field indicators of hydric soils
in the United States.
/ National Research Council. 1995. Wetlands: Characteristics and boundaries.
I\__- Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department ofAgriculture Handbook 18. hfi�p:lfv�avuw.nres.�€sda.gc�v/v�rpslpc�rtaltnres/
detail/rta�ior�allsail�t?cid=nres142p2_054262
Soil Survey Staff. 1999.Soil taxonomy:A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department ofAgriculture Handbook 436. htfp:ftww�ir.nres.usda.gavluvpslpor�alf
nreslde#aillna�ion�Efsoilsl?csd=nres142p�_�53577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture,Natural Resources Conservation Service. hfi4p:lluvv�rvv.r�res.usda.gavlvsrps/
por�aUnrc�lde��illr�atian�ll�ails/?cid=nres142p2_0�3584�
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http:ffv�+�v.nres.usd�.gc�vf�pslportall�resldet�il/scailsl
hornel?eid=nres142p2_Q53374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. h�tp:/lwvv�r.nres.usd�.gc�vfwps/p�rt�llr�resl
d�taillnationalllandusefran�epast�rel?cid=steEprdb1 f��3(l84
i
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Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service. ( 1
National soil survey handbook, title 430-VI. I�ttp:t/wv�rvvv.nres.usd�.govlenFp�lport�l/ `-
n rc�ldetailf�oi Islscierrtistsl?cid=n res 142 p2_(354242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http:lfwvvw.nres.usd�.ga�rlwpslpc�rta(Jnrestefetaillnafiicanallsoilsl?
cid=nresl4��p2_�53624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http:lf
wvuw.E�sres.usda.gcavJf n�ernettF��_LC3C4�M Eh17�lnrc�142p2_Q�2290,pdf
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16
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
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Appendix 4: Historical Site Conditions
Phase 1 Environmental Site Assessment or Other Information on Past Site Use
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� Riverside C�,unty Transporation and Land Management Agency-TLMA
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Western Riverside County Multiple Species Habitat
Conservation Plan (MSHCP)
APN Cell Cell Group Acres Area Plan Sub Unit
909370042 6781 Independent 13.5 Southwest Area SU6-Santa Rosa Plateau
HABITAT ASSESSMENTS
Habitat assessment shall be required and should address at a minimum potential habitat for the following species:
APN Amphibia Burrowing Criteria Area Mammalian Narrow Endemic Special Linkage
Species Owl Species Species Plant Species Area
909370042 NO YES NO NO NO NO
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Burrowing Owl
C_ Burrowing owl.
If potential habitat for these species is determined to be]ocated on the property, focused surveys may be required
during the appropriate season.
Background
The final MSHCP was approved by the County Board of Supervisors on June 17, 2003. The federal and state permits
were issued on June 22,2004 and implementation of the MSHCP began on June 23,2004.
For more information concerning the MSHCP, contact your local city or the County of Riverside for the
unincorporated areas.Additionally,the Western Riverside County Regional Conservation Authority(RCA),which
oversees all the cities and County implementation of the MSHCP,can be reached at:
Western Riverside County Regional Conservation Authority
3403 l Oth Street, Suite 320
Riverside, CA 92501
Phone: 951-955-9700
Fax: 951-955-8873
www.v��rc-rca.org
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Introduction
As urbanization has increased within western Riverside County,state and federal regulations have required that public � �
and private developers obtain"Take permits" from Wildlife Agencies for impacts to endangered,threatened, and rare ` --�
species and their Habitats. This process, however,has resulted in costly delays in public and private Development
projects and an assemblage of unconnected Habitat areas designated on a project-by-project basis. This piecemeal and
uncoordinated effort to mitigate the effects of Development does not sustain wildlife mobility,genetic flow, or
ecosystem health,which require large, interconnected natural areas.
A variety of capitalized terms are used in this report. Definitions for those terms are provided at the end of this
report.
The MSHCP is a criteria-based plan, focused on preserving individual species through Habitat conservation. The
MSHCP is one element of the Riverside County Integrated Project(RCIP), a comprehensive regional planning effort
begun in 1999.The purpose of the RCIP is to integrate all aspects of land use,transportation, and conservation
planning and implementation in order to develop a comprehensive vision for the future of the County. The overall goal
of the MSHCP is rooted in the RCIP Vision Statement and supporting policy directives. The MSHCP will enhance
maintenance of biological diversity and ecosystem processes while allowing future economic growth.Preserving a
quality of life characterized by well-managed and well-planned growth integrated with an open-space system is a
component of the RCIP vision. The MSHCP proposes to conserve approximately 500,000 acres and 146 different
species.Approximately 347,000 acres are anticipated to be conserved on existing Public/Quasi-Public Lands,with
additional contributions on approximately 153,000 acres from willing sellers. The overall goal of the MSHCP can be
supported by the following:
Biological Goal: In the MSHCP Plan Area, conserve Covered Species and their Habitats.
Economic Goal: Improve the future economic development in the County by providing an efficient, streamlined \
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regulatory process through which Development can proceed in an efficient way. The MSHCP and the General Plan
will provide the County with a clearly articulated blueprint describing where future Development should and should
not occur.
Social Goal: Provide for permanent open space,community edges, and recreational opportunities,which contribute to
maintaining the community character of Western Riverside County.
This report has been generated to summarize the guidance in the MSHCP Plan that pertains to this property.
Guidelines have been incorporated in the MSHCP Plan to allow applicants to evaluate the application of the MSHCP
Criteria within specific locations in the MSHCP Plan Area. Guidance is provided through Area Plan Subunits, Cell
Criteria, Cores and Linkages and identification of survey requirements. The guidance and Criteria incorporate
flexibility at a variety of levels. The information within this report is composed of three parts: a summary table,
Reserve Assembly guidance and survey requirements within the MSHCP Plan Area. The summary table provides
specific information on this property to help determine whether it is located within the MSHCP Criteria Area or any
survey areas. The Reserve Assembly guidance provides direction on assembly of the MSHCP Conservation Area if the
properiy is within the Criteria Area. The survey requirements section describes the surveys that must be conducted on
the property if Habitat is present for certain identified species within the Criteria Area or mapped survey areas.
Reserve Assembly Guidance within the Criteria Area
The Reserve Assembly guidance only pertains to properties that are within the Criteria Area. Please check the
summary table to determine whether this property is within the Criteria Area. If it is located inside of the Criteria Area,
please read both this section and the section about survey requirements within the MSHCP Plan Area. If the property
is located outside the Criteria Area, only read the survey requirements within the MSHCP Plan Area section. �
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The Area Plan Subunits, Cell Criteria and Cores and Linkages provide guidance on assembly of the MSHCP
Conservation Area. The Area Plan Subunits section lists Planning Species and Biological Issues and Considerations
that are important to Reserve Assembly within a specific Area Plan Subunit. The Cell Criteria identify applicable
Cores or Linkages and describe the focus of desired conservation within a particular Cell or Cell Group. Cores and
% Linkages guidance includes dimensional data and biological considerations within each identified Care or Linkage.
The following is the Area Plan text and Cell Criteria that pertains specifically to this property. The Area Plan text
includes the target acreage for conservation within the entire Area Plan, identification of Cores and Linkages within
the entire Area Plan and Area Plan Subunit Planning Species and Biological Issues and Considerations. It is important
to keep in mind that the Area Plan Subunits,Cell Criteria and Cores and Linkages are drafted to provide guidance for a
geographic area that is much larger than an individual property. The guidance is intended to provide context for an
individual property and,therefore, all of the guidance and Criteria do not apply to each individual property.
South West Area Plan (SWAP)
This section identifies target acreages, applicable Cores and Linkages,Area Plan Subunits and Criteria for the
Southwest Area Plan. For a summary of the methodology and map resources used to develop the target acreages and
Criteria for the MSHCP Conservation Area, including this Area Plan, see Section 3.3.1.
Target Acreages
The target conservation acreage range for the Southwest Area Plan is 58,295—72,155 acres; it is composed of
approximately 35,795 acres of existing Public/Quasi-Public Lands and 22,500—36,360 acres of Additional Reserve
Lands. The City of Murrieta and the City of Temecula sit entirely within the Southwest Area Plan. The target acreage
range within the City of Murrieta is 1,580—3,200 acres. The target acreage range within the City of Temecula is 600—
1,380 acres. The target acreages for both Cities are included within the 22,500—36,360 acre target conservation range
on Additional Reserve Lands for the entire Southwest Area Plan.
\� ='�
Applicable Cores and Linkages
The MSHCP Conservation Area comprises a variety of existing and proposed Cores,Linkages, Constrained Linkages
and Noncontiguous Habitat Blocks(referred to here generally as"Cores and Linkages"). The Cores and Linkages
listed below are within the Southwest Area Plan. For descriptions of these Cores and Linkages and more information
about the biologically meaningful elements of the MSHCP Conservation Area within the Southwest Area Plan, see
Section 3.2.3 and MSHCP Volume II, Section A.
Cores and Linkages within the Southwest Area Plan
• Contains all of Proposed Constrained Linkage 9
• Contains all of Proposed Constrained Linkage 10
• Contains all of Proposed Constrained Linkage 11
• Contains all of Proposed Constrained Linkage 12
• Contains all of Proposed Constrained Linkage 13
• Contains all of Proposed Constrained Linkage 14
• Contains all of Proposed Constrained Linkage 15
• Contains most of Proposed Constrained Linkage 16
• Contains most of Proposed Constrained Linkage 17
• Contains all of Proposed Constrained Linkage 18
• Contains all of Proposed Constrained Linkage 24
• Contains most of Proposed Core 2
• Contains a portion of Proposed Core 7
• Contains all of Proposed Extension of Existing Core 5
, • Contains all of Proposed Extension of Existing Core 6
���� • Contains most of Proposed Extension of Existing Core 7
• Contains a small portion of Proposed Linkage 8
• Contains all of Proposed Linkage 9
• Contains all of Proposed Linkage 10
• Contains a large portion of Proposed Linkage 13
• Contains a portion of Proposed Linkage 14
• Contains all of Proposed Linkage 17 �__�
• Contains all of Proposed Linkage 18
• Contains a portion of Existing Constrained Linkage E
• Contains a small portion of Existing Core J
Descriptions of Planning Species,Biological Issues and Considerations and Criteria for each Area Plan Subunit within
the Southwest Area Plan are presented later in this section. These descriptions, combined with the descriptions of the
Cores and Linkages referred to above,provide information about biological issues to be considered in conjunction
with Reserve Assembly within the Southwest Area Plan. As noted in Section 3.1,the Area Plan boundaries established
as part of the Riverside County General Plan were selected to provide an organizational framework for the Area Plan
Subunits and Criteria. While these boundaries are not biologically based,unlike the Cores and Linkages,they relate
specifically to General Plan boundaries and the jurisdictional boundaries of incorporated Cities and were selected to
facilitate implementation of the MSHCP in the context of existing institutional and planning boundaries.
Area Plan Subunits
The Southwest Area Plan is divided into seven Subunits. For each Subunit,target conservation acreages are
established along with a description of the Planning Species, Biological Issues and Considerations,and Criteria for
each Subunit.For more information regarding specific conservation objectives for the Planning Species, see Section
9.0. Subunit boundaries are depicted on the Cells and Cell Groupings map displays(Figures 3-30 and 3-31). Table
3-16 presents the Criteria for the Southwest Area Plan.
Cell: 6781
Area Plan: Southwest Area ( )
Subunit: 6 '-
Conservation within this Cell will contribute to assembly of Proposed Linkage 10.
Conservation within this Cell will focus on chaparral, coastal sage scrub, and grassland habitat.
Areas conserved within this Cell will be connected to chaparral, coastal sage scrub, and grassland habitat proposed for
conservation in Cell#6780 to the west and#6888 to the south.
Conservation within this Cell will range from 35%-45%of the Cell focusing in the southwestern portion of the Cell.
Surveys Within the MSHCP Plan Area
Of the 146 species covered by the MSHCP,no surveys will be required by applicants for public and private projects
for 106 of these Covered Species. Covered Species for which surveys may be required by applicants for public and
private Development projects include 4 birds, 3 mammals, 3 amphibians, 3 crustaceans, 14 Narrow Endemic Plants,
and 13 other sensitive plants within the Criteria Area. Of these 40 species, survey area maps are provided for 34
species,and surveys will be undertaken within suitable Habitat areas in locations identified on these maps in the
MSHCP Plan. The remaining six species are associated with riparian/riverine areas and vernal pools and include least
Bell's vireo, southwestern willow flycatcher,western yellow-billed cuckoo, Riverside fairy shrimp, Santa Rosa Plateau
fairy shrimp, and vernal pool fairy shrimp.Although there are no survey area maps for these six species, surveys for
these species, if necessary,will be undertaken as described below. It is the goal of the MSHCP to provide for
conservation of Covered Species within the approximately 500,000 acre MSHCP Conservation Area(comprised of
approximately 347,000 acres of existing Public/Quasi-Public Lands and 153,000 acres of new conservation on private
lands). Conservation that may be identified to be desirable as a result of survey findings is not intended to increase the
overall 500,000 acres of conservation anticipated under the MSHCP. Please refer to Section 6.0 of the MSHCP Plan, � �
Volume I for more specific information regarding species survey requirements.
As projects are proposed within the MSHCP Plan Area, an assessment of the potentially significant effects of those
projects on riparian/riverine areas and vernal pools will be performed as currently required by the California
%� Environmental Quality Act(CEQA)using available information augmented by project-specific mapping. If the
mapping identifies suitable habitat for any of the six species associated with riparian/riverine areas and vernal pools
listed above and the proposed project design does not incorporate avoidance ofthe identified habitat, focused surveys
for these six species will be conducted,and avoidance and minimization measures will be implemented in accordance
with the species-specific objectives for these species. For more specific information regarding survey requirements for
species associated with riparian/riverine areas and vernal pools,please refer to Section 6.1.2 of the MSHCP Plan,
Volume I .
Habitat conservation is based on the particular Habitat requirements of each species as well as the known distribution
data for each species. The existing MSHCP database does not, however,provide the level of detail sufficient to
determine the extent of the presence or distribution of Narrow Endemic Plant Species within the MSHCP Plan Area.
Since conservation planning decisions for these plant species will have a substantial effect on their status,additional
information regarding the presence of these plant species must be gathered during the long-term implementation of the
MSHCP to ensure that appropriate conservation of the Narrow Endemic Plants occurs.For more specific information
regarding survey requirements for Narrow Endemic Plants,please refer to Section 6.1.3 of the MSHCP Plan, Volume
I .
In addition to the Narrow Endemic Plant Species,additional surveys may be needed for certain species in conjunction
with Plan implementation in order to achieve coverage for these species. The MSHCP must meet the Federal
Endangered Species Act issuance criteria for Habitat Conservation Plans(HCP)which require,among other things,
that the HCP disclose the impacts likely to result from the proposed Taking, and measures the applicant will undertake
to avoid,minimize and mitigate such impacts. For these species in which coverage is sought under the MSHCP,
existing available information is not sufficient to make findings necessary to satisfy these issuance criteria for Take
authorization. Survey requirements are incorporated in the MSHCP to provide the level of information necessary to
receive coverage for these species in the MSHCP.
( Efforts have been made prior to approval of the MSHCP and will be made during the early baseline studies to be
conducted as part of the MSHCP management and monitoring efforts to collect as much information as possible
regarding the species requiring additional surveys. As data are collected and conclusions can be made regarding the
presence of occupied Habitat within the MSHCP Conservation Area for these species, it is anticipated that survey
requirements may be modified or waived. Please refer to Sections 6.1.3 and 6.3.2 of the MSHCP Plan, Volume I for
more specific information regarding survey requirements.
MSHCP DEFINITIONS
Adaptive To use the results of new information gathered through the Monitoring Program of the Pian and from
Management other sources to adjust management strategies and practices to assist in providing for the
Conservation of Covered Species.
Adaptive The MSHCP's program of Adaptive Management described in Section 5.0 of the MSHCP,Volume I.
Management
Program
Additional Reserve Conserved Habitat totaling approximately 153,000 acres that are needed to meet the goals and
Lands objectives of the MSHCP and comprised of approximately 56, 000 acres of State and federal
acquisition and mitigation for State Permittees,and approximately 97,000 acres contributed by Local
Permittees(Lands acquired since February 3,2000 are included in the Local Permittees'Additional
Reserve Lands contribution pursuant to correspondence discussed in Section 4.0 of the MSHCP,
Volume I and on file with the County of Riverside)
Agriculture For the species analyses, references to agriculture refer to the Vegetation Community,Agriculture, as
,
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depicted on the MSHCP Vegetation Map, Figure 2- 1 of the MSHCP,Volume I.
Agricultural The production of all plants(horticulture),fish farms,animals and related production activities, including
Operations the planting,cultivation and tillage of the soil, dairying, and apiculture;and the production, plowing,
seeding, cultivation,growing, harvesting, pasturing and fallowing for the purpose of crop rotation of any
agricultural commodity, including viticulture,apiculture, horticulture,and the breeding,feeding and
raising of livestock, horses,fur-bearing animals,fish, or poultry,the operation, management, 1
conservation, improvement or maintenance of a farm or ranch and its buildings,tools and equipment; __i
the construction, operation and maintenance of ditches,canals,reservoirs,wells and/or waterways
used for farming or ranching purposes and all uses conducted as a normal part of such Agricultural
Operations; provided such actions are in compliance with all applicable laws and regulations.The
definition of Agricultural Operations shall not include any activities on state and federal property or in
the MSHCP Conservation Area.
Allowable Uses Uses allowed within the MSHCP Conservation Area as defined in Section 7.0 of the MSHCP,Volume I.
Annual Report The reports prepared pursuant to the requirements of Section 6.11 of the MSHCP,Volume I.
Area Plan A community planning area defined in the County of Riverside General Plan. Sixteen County of
Riverside Area Plans are located within the MSHCP Plan Area.
Area Plan Subunit A portion of an Area Plan for which Biological Issues and Considerations and target acreages have
been specified in Section 3.3 of the MSHCP,Volume I.
Biological Issues A list of biological factors to be used by the Plan Participants in assembly of the MSHCP Conservation
and Considerations Area. Biological Issues and Considerations are identified for each Area Plan Subunit in Section 3.3 of
the MSHCP,Volume L
Biologically Documentation that a particular project alternative will be biologically equivalent or superior to a project
Equivalent or consistent with the guidelines and thresholds established in the policies for the Protection of Species
Superior Associated with Riparian/Riverine Areas and Vernal Pools set forth in Section 6.1.2 of the MSHCP,
Determination policies for the Protection of Narrow Endemic Plant Species set forth in Section 6.1.3 of the MSHCP,
Additional Survey Needs and Procedures policies set forth in Section 6.3.2 of the MSHCP, and the
Criteria Refinement Process set forth in Section 6.5 of the MSHCP. � �
Biological The program detailing the requirements for monitoring of the MSHCP Conservation Area as set forth in
Monitoring Program Section 5.3 of the MSHCP,Volume I.
Biological Reports prepared pursuant to the requirements of Section 5.3.7 of the MSHCP,Volume I.
Monitoring Report
Bioregion A generalized area with similar elevation,topography, soils and floristic characteristics within the
MSHCP Plan Area. Seven Bioregions are identified in the MSHCP Plan Area and are depicted in
Figure 2-6 of the MSHCP,Volume I.
California CDFG,a department of the California Resources Agency.
Department of Fish
and Game
California Caltrans, a department of the California Business,Transportation and Housing Agency.
Department of
Transportation
Cell A unit within the Criteria Area generally 160 acres in size,approximating one quarter section.
Cell Group An identified grouping of Cells within the Criteria Area.
California CEQA(California Public Resources Code, Section 21000 et seq.)and all guidelines promulgated
Environmental thereunder, as amended. For the MSHCP,the County shall be the lead agency under CEQA as
Quality Act defined under State CEQA Guidelines section 15367.
CESA(California Fish and Game code,Section 2050 et seq.) and all rules, regulations and guidelines ��_J
promulgated thereunder,as amended.
California
Endangered Species
Act '
� ` Changed Changes in circumstances affecting a Covered Species or the geographic area covered by the MSHCP
� Circumstances that can reasonably be anticipated by the Parties and that can reasonably be planned for in the
MSHCP. Changed Circumstances and the planned responses to those circumstances are more
particularly described in Section 11.4 of the IA,and Section 6.8 of the MSHCP,Volume I. Changed
Circumstances do not include Unforeseen Circumstances.
Cities The cities of Banning, Beaumont, Calimesa, Canyon Lake,Corona, Hemet, Lake Elsinore, Moreno
Valley, Murrieta, Norco, Perris, Riverside, San Jacinto, and Temecula, collectively.
Community and CETAP, a process overseen by RCTC to identify Acceptability Process future transportation and
Environmental communication corridors designed to relieve current traffic congestion and provide for the County's and
Transportation the Cities'future transportation and communication needs.
Acceptability
Process
Conceptual Reserve A reserve concept developed for purposes of providing quantitative parameters for MSHCP species
Design analyses, MSHCP Conservation Area description and target acreages within Area Plan Subunits. The
Conceptual Reserve Design is intended to describe one way in which the Additional Reserve Lands
could be assembled consistent with MSHCP Criteria.
Conservation To use,and the use of, methods and procedures within the MSHCP Conservation Area and within the
Plan Area as set forth in the MSHCP Plan,that are necessary to bring any listed species to the point at
which the measures provided pursuant to FESA and the California Fish and Game Code are no longer
necessary. However, Permittees will have no duty to enhance, restore or revegetate MSHCP
Conservation Area lands unless required by the MSHCP Plan or agreed to through implementation of
the Plan.
Conservation The overall approach to assure conservation of individual species within the MSHCP Plan Area;for
C �, Strategy each individual species,the Conservation Strategy is comprised of four elements: (1)a global
� conservation goal; (2)global conservation objectives; (3)species-specific conservation objectives that
are measurable; and (4)management and monitoring activities.
Conserved Habitat Land that is permanently protected and managed in its natural state for the benefit of the Covered
Species under legal arrangements that prevent its conversion to other land uses, and the institutional
arrangements that provide for its ongoing management.
Constrained Linkage A constricted connection expected to provide for movement of identified Planning Species between
Core Areas,where options for assembly of the connection are limited due to existing patterns of use.
Cooperative The local administrative structure for Implementation and management of the MSHCP, as set forth in
Organizational Section 6.6 of the MSHCP,Volume I.
Structure
Core Area A block of Habitat of appropriate size, configuration, and vegetation characteristics to generally support
the life history requirements of one or more Covered Species.
Corridor Refers to the alignment area or footprint for manmade linear projects such as transportation facilities,
pipelines and utility lines. Corridor does not have a biological meaning in the MSHCP lexicon.
County County of Riverside
County Flood Riverside Counry Flood Control and Water Conservation District
Control
County Parks Riverside County Regional Parks and Open Space District
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County Waste
Riverside County Waste Management District
Covered Activities Certain activities carried out or conducted by Permittees, Participating Special Entities,Third Parties
Granted Take Authorization and others within the MSHCP Plan Area, and described in Section 7 of the (� �
MSHCP,Volume I,that will receive Take Authorization under the Section 10(a) Permit and the NCCP �� '
Permit, provided these activities are otherwise lawful.
Covered Species The current 146 species within the MSHCP Plan Area that will be conserved by the MSHCP when the
MSHCP is implemented.These species are discussed in Section 2.1.4 of the MSHCP,Volume I,and
listed in Exhibit C to the IA and Section 9.2 of the MSHCP,Volume I.
Covered Species The initial 118 Covered Species and any of the remaining 28 Covered Species where the species
Adequately objectives,set forth in Section 9.2 of the MSHCP,Volume I and Table 9-3, are met and which are
Conserved provided Take Authorization through the NCCP Permit and for animals through the Section 10(a)
Permit issued in conjunction with the IA.These species are discussed in Section 2.1.4 of the MSHCP,
Volume I, and listed in Exhibit"D"to the IA and Section 9.2 of the MSHCP,Volume I.
Criteria Descriptions provided for individual Cells or Cell Groups within the Criteria Area to guide assembly of
the Additional Reserve Lands.
Criteria Area The area comprised of Cells depicted on Figure 3-1 of the MSHCP,Volume I.
Criteria Refinement The process through which changes to the Criteria may be made,where the refined Criteria result in
Process the same or greater Conservation value and acreage to the MSHCP Conservation Area as determined
through an equivalency analysis provided in support of the refinement.
Critical Habitat Habitat for species listed under FESA that has been designated pursuant to Section 4 of FESA and
identified in 50 C.F.R.§§ 17.95 and 17.96.
Development The uses to which land shall be put, including construction of buildings, structures, infrastructure and ( )
all alterations of the land. --
Discretionary A proposed project requiring discretionary action or approval by a Permittee,as that term is used in
Project CEQA and defined in State CEQA Guidelines section 15357, including issuance of a grading permit for
County projects.
Edge Effects Adverse direct and indirect effects to species, Habitats and Vegetation Communities along the natural
urban/wildslands interface. May include predation by mesopredators(including native and non-native
predators), invasion by exotic species, noise, lighting, urban runoff and other anthropogenic impacts
(trampling of vegetation,trash and toxic materials dumping,etc.).
Effective Date Date on which the IA takes effect, as set forth in Section 19.1 of the IA.
Endangered Species Those species listed as endangered under FESA and CESA.
Environmental Laws Includes state and federal laws governing or regulating the impact of development activities on land,
water or biological resources as they relate to Covered Species, including but not limited to CESA,
FESA,the NCCP Act, CEQA,the National Environmental Policy Act("NEPA"),the federal Migratory
Bird Treaty Act("MBTA"),the Fish and Wildlife Coordination Act,the Fish and Wildlife Act of 1956,the
Federal Water Pollution Control Act(33 U.S.C.,Section 1251 et seq.),the Native Plant Protection Act
(California Fish and Game Code,Section 1900 et seq.and Sections 1801, 1802, 3511,4700, 5050 and
5515)and includes any regulations promulgated pursuant to such laws.
Executive Director Director of the Regional Conservation Authority
Existing Agricultural Those lands within the MSHCP Plan Area that are actively used for ongoing Agricultural Operations, as ���
Operations further defined in Section 11.3 of the IA and Section 6.2 of the MSHCP,Volume I.
Existing Agricultural The database created by the County to identify Existing Agricultural Operations, as further defined in
Operations Database Section 11.3 of the IA.
j-��
Federal Endangered FESA(16 U.S.C.,Section 1531 et seq.)And all rules and regulations promulgated thereunder, as
Species Act amended.
Feasible Capable of being accomplished in a successful manner within a reasonable period of time,taking into
account economic, environmental, legal,social, and technological factors.
Funding A committee formed by the Regional Conservation Authority Board of Directors to provide input on
Coordination local funding priorities and Additional Reserve Land acquisitions.
Committee
Habitat The combination of environmental conditions of a specific place providing for the needs of a species or
a population of such species.
HabiTrak A GIS application to provide data on Habitat loss and Conservation which occurs under the Permits.
Implementing The executed agreement that implements the terms and conditions of the MSHCP.
Agreement
Incidental Take Take of Covered Species Adequately Conserved incidental to and not the purpose of, an otherwise
(also see Take) lawful activity, including, but not limited to,Take resulting from modification of Habitat as defined in
FESA and its implementing regulations.
Independent Science The qualified biologists, conservation experts and others that may be appointed by the Regional
Advisors Conservation Authority Executive Director to provide scientific input to assist in the implementation of
the MSHCP for the benefit of the Covered Species, as set forth in Section 6.6.7 of the MSHCP,Volume
/-
I.
(
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Linkage A connection between Core Areas with adequate size, configuration and vegetation characteristics to
generally provide for"Live-In"Habitat and/or provide for genetic flow for identified Planning Species.
Live-In Habitat Habitat that contains the necessary components to support key life history requirements of a species;
e.g.,year-round Habitat for permanent residents or breeding Habitat for migrant species.
Local Development The fee imposed by applicable Local Permittees on new development pursuant to Government Code
Mitigation Fee Section 66000 et seq.
Local Permittees The Regional Conservation Authority,the County, County Flood Control, County Parks,County Waste,
RCTC and the Cities.
Locality(ies) An area with multiple occurrences of a species based on the MSHCP species occurrence data base or
literature citations as noted in individual species accounts.
Long-Term The Long-Term SKR HCP in Western Riverside County dated Habitat Conservation Plan. March 1996,
Stephens' Kangaroo more particularly described in Section 16.2 of the IA.
Rat
Maintenance Those Covered Activities that include the on going maintenance of public facilities as described in
Activities Section 7.0 of the MSHCP,Volume I.
Major Amendments Those proposed amendments to the MSHCP and the IA as described in Section 20.5 of the IA and
Section 6.10 of the MSHCP,Volume I.
'� Management Unit Broad areas planned to be consolidated for overall unified management of the MSHCP Conservation
Area. Five management units have been defined and are depicted in Figure 5-1 of the MSHCP,
Volume I.
Migratory Bird Federal MBTA(16 U.S.C.,Section 702 et seq.)and all rules and regulations promulgated thereunder,
Treaty Act as amended.
� �
Migratory Bird Act A permit issued by the USFWS under 50 Code of Federal Regulations,section 21.27, authorizing
Treaty Special Take under the MBTA of the Covered Species Adequately Conserved listed as endangered or
Purpose Permit threatened under FESA in connection with the Covered Activities.
Ministerial Certain Ciry approvals involving little or no judgement by the City prior to issuance but that could have
Approvals adverse impacts to Covered Species and their habitat.
Minor Amendments Minor changes to the MSHCP and the IA as defined in Section 20.4 of the IA and Section 6.10 of the
MSHCP,Volume I.
Mitigation Lands Subset of Additional Reserve Lands totaling approximately 103, 000 acres, comprised of approximately
97, 000 acres contributed by Local Permittees, and approximately 6,000 acres contributed by State
Permittees.
Monitoring Program The monitoring programs and activities set forth in Section 5.3 of the MSHCP,Volume I.
Monitoring Program The individual or entiry responsible for administering the Monitoring Program,as described in Section
Administrator 5.0 of the MSHCP,Volume I.
MSHCP Approximately 500, 000 acres comprised of approximately 347, 000 acres of Public/Quasi-Public
Conservation Area Lands and approximately 153, 000 acres of Additional Reserve Lands within Western Riverside
County.The MSHCP Conservation Area provides for the conservation of the Covered Species.
MSHCP Plan Area The boundaries of the MSHCP, consisting of an approximate 1,966 square-mile area in Western
Riverside County, as depicted in Figure 1-2 of the MSHCP Plan,Volume I, and Exhibit B of the IA. �,_%
Multiple Species Western Riverside County Multiple Species Habitat Conservation
Habitat
Conservation Plan Plan,a comprehensive habitat conservation planning program that addresses multiple species' needs,
(MSHCP) including Habitat, and the preservation of native vegetation in Western Riverside County, as depicted
in Figure 3-1 of the MSHCP Plan,Volume I, and Exhibit A of the IA.
NCCP Act California Natural Community Conservation Planning Act(California Fish and Game Code, Section
2800 et seq.)including all regulation promulgated thereunder,as amended.
NCCP Permit The Permit issued in accordance with the IA by CDFG under the NCCP Act to permit the Take of
identified species, including rare species,species listed under CESA as threatened or endangered, a
species that is a candidate for listing, and unlisted species.
National NEPA(42 U.S.C., Section 4321-4335)and all rules, regulations promulgated thereunder, as amended.
Environmental For the purposes of the MSHCP, USFWS is the lead agency under NEPA as defined in 40 Code of
Policy Act Federal Regulations section 1508.16.
Narrow Endemic Plant species that are highly restricted by their Habitat affinities,edaphic requirements or other
Plant Species ecological factors, and for which specific conservation measures have been identified in Section 6.1.3
of the MSHCP,Volume I.
New Agricultural The acreage converted to Agricultural Operations after the Effective Date of the IA,as described in
Lands Section 11.3 of the IA and Section 6.2 of the MSHCP,Volume I. �" �l
� ��
New Agricultural A designated maximum number of acres of New Agricuitural Land within the Criteria Area, as
Lands Cap described in Section 11.3 of the IA and Section 6.2 of the MSHCP,Volume I.
�� `� No Surprises Provided Permittees are implementing the terms and conditions of MSHCP,the IA,and the Permit(s),
Assurance the USFWS can only require additional mitigation for Covered Species Adequately Conserved beyond
that provided for in the MSHCP as a result of Unforeseen Circumstances in accordance with the"No
Surprises"regulations at 50 Code of Federal Regulations sections 17.22(b)(5)and 17.32(b)(5) and as
discussed in Section 6.8 of the MSHCP,Volume I.
Non-contiguous A block of Habitat not connected to other Habitat areas via a Linkage or Constrained Linkage.
Habitat Block
Other Species Species that are not identified as Covered Species under the MSHCP.
Participating Special Any regional public facility provider,such as a utility company or a public district or agency,that
Entity operates and/or owns land within the MSHCP Plan Area and that applies for Take Authorization
pursuant to Section 11.8 of the IA.
Party and Parties The signatories to the IA, namely the Regional Conservation Authority,the County,County Flood
Control,County Parks, County Waste, RCTC,the Cities, Caltrans,State Parks, USFWS and CDFG
and any other ciry within the Plan Area that incorporates after the Effective Date and complies with
Section 11.6 of the IA.
Permit(s) Collectively,the Section 10(a) Permit and NCCP Permit issued by the Wldlife Agencies to Permittees
for Take of Covered Species Adequately Conserved pursuant to FESA, CESA and the NCCP Act and
in conformance with the MSHCP and the IA.
Permittees The Regional Conservation Authority,the County, County Flood Control, County Parks, County Waste,
RCTC,the Cities, Caltrans and State Parks.
�
Plan Area See"MSHCP Plan Area."
C__,
Plan Participants The Regional Conservation Authority,the County, County Flood Control, County Parks, County Waste,
RCTC,the Cities, Caltrans and State Parks and others receiving Take Authorization under the Permits.
Planning Agreement The document prepared pursuant to the NCCP Act to guide development of the MSHCP,that is
contained in Appendix A of the MSHCP,Volume I.
Planning Species Subsets of Covered Species that are identified to provide guidance for Reserve Assembly in Cores and
Linkages and/or Area Plans.
Public/Quasi-Public Subset of MSHCP Conservation Area lands totaling approximately 347, 000 acres of lands known to
Lands be in public/private ownership and expected to be managed for open space value and/or in a manner
that contributes to the Conservation of Covered Species(including lands contained in existing
reserves),as generally depicted in Figure 3-1 of the MSHCP,Volume I.
Riverside County RCTC, created pursuant to California Public Utilities Code section 130050.
Transportation
Commission
Regional The Western Riverside County Regional Conservation Authority, a joint regional authority formed by
Conservation the County and the Cities to provide primary policy direction for implementation of the MSHCP,as set
Authority forth in Section 6.6 of the MSHCP,Volume I, and Section 11.2 of the IA.
Reserve Assembly Acquisition and Conservation of Additional Reserve Lands.
Reserve The committee established by the Executive Director to provide Committee biological,technical and
�— � Management operational expertise for implementation of the MSHCP, including oversight of the MSHCP
Oversight Conservation Area as described in Section 11.2 of the IA and Section 6.6 of the MSHCP,Volume I.
Reserve The plan(s)setting forth management practices for identified portions of the MSHCP Conservation
Management Plan(s) Area prepared and adopted as described in Section 5 of the MSHCP,Volume I.
� 1
Reserve Managers The entities managing identified portions of the MSHCP Conservation Area for the benefit of the � �
Covered Species as described in Section 6.6.5 of the MSHCP,Volume I.
Rough Step A Reserve Assembly accounting process to monitor Conservation and loss of specified Habitats within
the Criteria Area.
Rough Step Analysis A geographic unit within which Rough Step is tracked. Rough Step Analysis Units are depicted in
Unit Figure 6-6 of the MSHCP,Volume I.
Rural Mountainous A County of Riverside General Plan land use designation currently permitting single-family residential
uses with a minimum lot size of 10 acres with limited animal keeping and agricultural uses allowed;
characterizes areas of at least 10 acres where a minimum of 70%of the area has slopes of 25%or
greater
Section 10(a)Permit The permit issued by the USFWS to Permittees,in conformance with the IA and pursuant to 16 U.S.C.
section 1539(a), authorizing Take of Covered Species Adequately Conserved.
State Assurances Except for provisions in Section 15.5 of the IA, provided Permittees are implementing the terms and
conditions of the MSHCP,the IA, and the Permits, if there are Unforeseen Circumstances, CDFG shall
not require additional land,water or financial compensation or additional restrictions on the use of land,
water or other natural resources for the life of the NCCP Permit without the consent of the Permittees,
unless CDFG determines that continued implementation of the IA,the MSHCP,and/or the Permits
would jeopardize the continued existence of a Covered Species, or as required by law and would
therefore lead to NCCP Permit revocation or suspension.
State Parks California Department of Parks and Recreation,a department of the California Resources Agency. C )
State Permittees Caltrans and State Department of Parks and Recreation.
Take The definition of such term in FESA with regard to species listed under FESA, and the definition of
such term in the California Fish and Game Code with regard to species listed under CESA.
Take Authorization The ability to Take species pursuant to the Section 10(a) Permit and/or the NCCP Permit.
Third Party Granted Take Any Third Party that receives Third Parry Take Authorization in compliance with Section 17 of the
Authorization IA.
Third Party Take Take Authorization received by a landowner,developer,farming interest or other public or private entity
Authorization from the Permittees pursuant to Section 17 of the IA,thereby receiving Take Authorization for Covered
Species Adequately Conserved pursuant to the Permits and in conformance with the MSHCP and IA.
Threatened Species Those species listed as threatened under FESA and CESA.
Unforeseen Changes in circumstances affecting a Covered Species Adequately Conserved or geographic area
Circumstances covered by the MSHCP that could not reasonably have been anticipated by the Parties at the time of
the MSHCP's negotiation and development, and that result in a substantial and adverse change in the
status of the Covered Species Adequately Conserved.The term"Unforseen Circumstances"as defined
in the IA is intended to have the same meaning as it is used: 1)to define the limit of the Permittees'
obligation on the"No Surprises"regulations set forth in 50 Code of Federal Regulations,sections 17.22
(b)(5)and 17.32(b)(5); and 2)in California Fish and Game Code section 2805(k).
Unlisted Species A species that is not listed as rare, endangered or threatened under FESA, CESA or other applicable `�
state or federal law.
United States Fish USFWS, an agency of the United States Department of the Interior.
and Wildlife Service
I Urban/Wildlands The area where structures and other human development occurs in proximity to the MSHCP
Intertace Conservation Area.
Vegetation A group of plants that tend to occur together in consistent, definable groups based on rypical
Community(ies) constituents as depicted on the MSHCP Vegetation Map, Figure 2-1 of the MSHCP,Volume I.
Wildlife Agencies The USFWS and CDFG, collectively.
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ENVIRONMENTAL
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� �' PHASE I ENVIRONMENTAL SITE ASSESSMENT
�.
�;. , of
Vacant Land
Dendy Parkway&Remington Avenue
Temecula, California 92590
Prepared By: EMG Contact:
EMG Michael Henry
10461 Mill Run Circle,Suite 1100 Senior Engineering Consultant
Owings Mills,Maryland 21117 800-733-0660 x6510
1-800-733-0660 mhenry cr emgcorp.com
www.emgcorp.com
EMG Project#: 116168.I SR- 001.135
Date of Report: August 19, 2015
On Site Date: August 11, 2015
.
ENGINEERING PEACE OF MIND
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`_� � "�''� " ���`'�� �� 116168.15R-001.135
.................................................................................._..................._..............................................................................................................._......._..........................................................................._.......................................................................................
TABLE OF CONTENTS
�
ProjectSummary Table.......................................................................................................................................................l
1 Certification.......................................................................................................................................................................2
1.1 Reliance...........................................................................................................................................................................4
2.0 Executive Summary.......................................................................................................................................................5
2.1 Findings and Conclusions.........................................................................................................................................6
HistoricalReview............................................................................................................................................................6
OperationalActivities......................................................................................................................................................6
Hazardous Materials/Petroleum Products.....................................................................................................................6
Wastes.............................................................................................................................................................................6
PolychlorinatedBiphenyls(PCBs).................................................................................................................................6
Asbestos-Containing Materials(ACM)..........................................................................................................................6
RadonGas.......................................................................................................................................................................6
Lead-Based Paint(LBP).................................................................................................................................................6
Leadin Drinking Water...................................................................................................................................................7
StorageTanks/Pipelines................................................................................................................................................7
SurfaceAreas..................................................................................................................................................................7
Mold................................................................................................................................................................................7
RegulatoryReview..........................................................................................................................................................7
AdjacentProperties.........................................................................................................................................................7
2.2 Recommendations.....................................................................................................................................................7
3 Survey Approach/Purpose................................................................................................................................................8 `�
3.1 Data Gaps..................................................................................................................................................................9
4 User Provided Information.............................................................................................................................................10
Litigation.......................................................................................................................................................................10
AdministrativeProceedings.......................................................................................................................................... 10
Notices From Governmental Entities............................................................................................................................10
EnvironmentalCleanup Liens.......................................................................................................................................10
Activityand Use Limitations........................................................................................................................................ I 1
SpecializedKnowledge.................................................................................................................................................l l
Relationshipof Purchase Price..................................................................................................................................... 11
Commonly Known Information....................................................................................................................................l l
ObviousIndicators of Contamination...........................................................................................................................l l
Environmental Lien and ALTL Review..........................................................................................................................12
5 Project Location/Description..........................................................................................................................................13
5.1 Project Description..................................................................................................................................................13
5.2 Miscellaneous Systems........................................................................................................................................... 13
5.3 Environmental Setting.............................................................................................................................................13
5.3.1 Topography...........................................................................................................................................................13
5.3.2 Wetlands...............................................................................................................................................................13
53.3 Soils/Geology................................................................................................................................................:......14
5.3.4 Groundwater Hydrology...................................................................................................................................... 14
5.3.5 Floodplain.......................................:.................................................................................................................... 14
6 Historical Review.............................................................................................................................................................15 �
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
800.733.0660-www.emgcorp.com
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TABLE OF CONTENTS
��� ,
6.1 Chain of Title.......................................................................................................................................................... 15
6.2 Prior Use Interviews................................................................................................................................................15
63 Local and/or State Government Agency Record Review/Interviews......................................................................15
6.4 Historical Maps.......................................................................................................................................................15
6.5 City Directories.......................................................................................................................................................16
6.6 Aerial Photography..................................................................................................................................................16
6.7 Previous Investigations............................................................................................................................................17
6.8 Plans and Specifications..........................................................................................................................................17
6.9 Historical Summary................................................................................................................................................ 17
7 Project Reconnaissance...................................................................................................................................................19
7.1 Operational Activities/Noteworthy Tenants............................................................................................................19
7.2 Hazardous Materials/Petroleum Products Storage and Handling...........................................................................19
7.3 Waste Generation,Treatment, Storage and Disposal..............................................................................................19
7.4 Polychlorinated Biphenyls(PCBs)......................................................................................................................... 19
7.5 Asbestos-Containing Materials(ACM)...................................................................................................................19
7.6 Radon Gas...............................................................................................................................................................19
7.7 Lead-Based Paint(LBP)...............................................................................................................:......................... 19
7.8 Lead in Drinking Water...........................................................................................................................................20
7.9 Facility Storage Tanks and Pipelines(above or below ground)..............................................................................20
7.10 Surface Areas........................................................................................................................................................20
j-- 7.11 Mold......................................................................................................................................................................21
� % 8Interviews.........................................................................................................................................................................22
8.1 Key Site Manager....................................................................................................................................................22
8.2 Owner......................................................................................................................................................................22
8.3 User.........................................................................................................................................................................22
8.4 Occupants................................................................................................................................................................22
8.5 Past Owners,Operators,and Occupants.................................................................................................................22
8.6 Owners or Occupants ofAdjacent or Nearby Properties........................................................................................22
8.7 Interviews with Others............................................................................................................................................23
9 Regulatory Database Review..........................................................................................................................................24
9.1 Project Regulatory Database Discussion................................................................................................................27
9.2 Off-Site Regulatory Database Discussion...............................................................................................................27
10 Adjacent Properties.......................................................................................................................................................28
Appendices
Appendix A:Photographic Documentation..................................................................................................................29
AppendixB:Field Sketch.............................................................................................................................................34
Appendix C:Maps and Aerial Photographs..................................................................................................................36
AppendixD:Questionnaires.........................................................................................................................................48
Appendix E:Laboratory Analytical Results.................................................................................................................56
Appendix F: Supporting Documentation......................................................................................................................58
Appendix G:Previous Documentation.........................................................................................................................67
Appendix H:Regulatory Database Report..��t all pa�es of App�ndix H ar�.........................................................69
�ncluded in�his copy of the repcsrt
AppendixI:Resumes..................................................................................................................................................137
���
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
800.733.0660-www.emgcorp.com
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`�` " h �'`� �` '�� ���� �� 116168.15R-001.135
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PROJECT SUMMARY TABLE �� �_\
�
!; ' Ti.cg���Sect�ton ;' . A�ceptable ' Rouune P�a�s+e II �EC : Esx�ina��d�osc
, , ,
; ;�nl�xrc�s� ,,; ;:
. .. ,,:, , .. »,
Historical Review Yes
O erarional Acrivities Yes
Hazardous Materials/Petroleum Yes
Products
Wastes Yes
Pol chlorinated Bi hen ls PCBs Yes
Asbestos-Containin Mateiials ACM Yes
Radon Gas Yes
Lead-Based Paint LBP Yes
Lead in Drinldn Water Yes
Stora e Tanks/Pi elines Yes
Surface Areas Yes
Mold Yes
Re ulato Review Yes
Ad'acent Pro erties Yes
\-_J
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Page 1
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
800.733.0660-www.emgcorp.com
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�-�`� 1 CERTIFICATION
EMG has completed a Phase I Environmental Site Assessment of the Vacant Land (the "Project"), located at
Dendy Paxkway & Remington Avenue in Temecula, Califoxnia 92590. The assessment was performed at the
Client's request, using the methods and procedures consistent with good commercial and customary pxactice
designed to conform with acceptable industry standards.
The assessment was pexfoxmed at the Client's request using methods and procedures consistent with good
commercial and customary practice confoxming with ASTM E 1527-13, Standard Practice fox Environmental
Site Assessments: Phase I Environmental Site Assessment Process. Within this Phase I Environmental Site
Assessment, EMG's reference to the Client follows the ASTM guide's defuiition of Usex, that is, the party that
retains EMG for the preparation of a baseline ESA of the Project. A User may include, without limitation, a
purchaser, potential tenant, owner, e�sting or potential moxtgagee, lendex, or property managex of the subject
properry.
The opinions EMG expresses in this report were foxmed utilizing the degxee of skill and care ordinarily
exercised by any prudent Environmental Professional in the same community undex similar circuxnstances.
EMG assumes no responsibility or liability fox the accuracy of information contained within this xeport that has
been obtained from the Client ox the Client's representatives, fxom other interested paxties, or from the public
domain. The conclusions pxesented represent EMG's professional judgment based on information obtained
during the course of this assignment.
Factual infoxmation regarding operations, conditions, and test data provided by the Client or the Client's
xepresentative has been assumed to be corxect and complete. The conclusions presented within this xeport are
based on the data provided, observations made, and conditions that existed specifically on the date of the
assessment.
EMG cextifies that EMG has no undisclosed interest in the subject propexty, that EMG's relationship with the
( Client is at axms-length,and that EMG's employment and compensarion are not contingent upon the findings or
` -__ estimated costs to remedy any noted environmental condirions.
EMG's ESA cannot wholly eliminate the uncertainty regarding the presence of recognized environmental
conditions and environmental business risk. The repoxt is limited in budget and scope. The nature of
subsurface soil and ground water at the subject property cannot be confirmed, given the limited budget and
scope of this ESA. The xepoxt is not and should not be considered a warxanty or guarantee about the presence
ox absence of environmental contaminants which might affect the subject property. It should be understood
that EMG's suggested remedy may be deteiinined under time constraints or may be formed without the aid of
engineexing calculations, testing, exploxatory probing, the removal of materials, or design. Furthermore, there
may be other alternate or moxe appropriate schemes or methods to remedy the noted environmental conditions.
If you have any questions regarding this report, please contact the Senior Environmental Consultant listed on
the Covex Page of this Report.
Surveyed By: Talmage Joxdan,Project Manager
Wxitten By: Kate Downey,Pxoject Manager
� �
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YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
800.733.0660-www.emgcorp.com
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�:� �' "�' `}��� �w�' �� 116168.15R-001.135
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.�.�� � �
Reviewed By: -
Kelly Hoover
Senior Environmental Consultant
I declare that,to the best of my professional knowledge and belief,I meet the definition of Environmental Professional as
defined in�312.10 of 40 CFR 312.
I have the specific qualifications based on education,training,and experience to assess a property of the nature,history,and
setting of the Project. I have developed and performed the all appropriate inquiries in conformance with the standard and
practices set forth in 40 CFR Part 312.
1�4.�..�..��
Michael Henry-Senior Engineering Consultant
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YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
800.733.0660-www.emgcorp.com
� � �� � �� � �: �� � �� �� x�. ��
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........................................................................................................................................................................................................................_........................................................._..................................................................................................................
��� ������ 1.1 RELIANCE
This report has been prepared for and is exclusively for the use and benefit of the Client identified on the cover
page of this xepoxt. The purpose for which this report shall be used shall be limited to the use as stated in the
contract between the client and EMG.
This xeport, or any of the information contained thexein, is not for the use or benefit of, nor may it be relied
upon by any other person or entity, fox any purpose without the advance written consent of EMG. Any reuse
or distribution without such consent shall be at the client's or recipient's sole risk,without liability to EMG.
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YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
800.733.0660-www.emgcorp.com
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2.0 EXECUTIVE SUMMARY
� �
EMG performed a Phase I Environmental Site Assessment, that included on-site observations of the accessible
azeas of the Vacant Land (the "Project"), on August 11, 2015. The Project is located at Dendy Parkway &
Remington Avenue in Temecula,California 92590,and consists of appxoximately 18.17 acres.
The Project is currently naturally vegetated, vacant land. Prior to the current use, the Project was partially
developed fox residential use between at least the early 1970s and mid 1990s. Properties in the general vicuuty
of the Pxoject include industrial and commercial land uses,as well as naturally vegetated land.
The following statements sununaxize the independent conclusions repxesenting EMG's best pxofessional
judgrnent based on infoxmation and data available to us during the couxse of this assigniiient. Factual
infoxmation xegaxding operations, conditions, and test data provided by the Client, owner, os their
representatives, has been assuxned to be coxrect and complete. Additionally, the conclusions presented axe
based on the conditions that e�cisted at the time of the assessment.
The purpose of this report is to provide the Client an assessment concexning environxnental conditions (limited
to those issues identified in the report), as they existed at the Project. The assessment was conducted utilizing
generally accepted Phase I industry standards, using Amexican Society for Testing and Materials (ASTIV�
Standaxd Pxactice E 1527-13.
A recognized envixonmental condition is defined by ASTM E 1527-13 as the�ire.rence or likely pre.rence of any
ha.�ardou.r.rub.rtance.r or petroleum product.r in, on, or at a proj�erly 9) due to any relea.re to the environment;2) under condition,r
indicative of a relea.re to the environment;or 3)under condition.r that po.re a material threat of a future relea.re to the environment.
A historical recognized environmental condition is defined by ASTM E 1527-13 as a pa.rt relea.re of any hatiardou.r
.rub.rtances or�ietroleum product,r that ha.r occurred in connection tvith the property and ha.r been addre.cred to the.rati.rfaction of the
applicable regulatory authority or meeting unre.rtricted re.ridential u.re criteria e.rtabli.rhed by a regulatory authority, ivithout.rubjecting , ,
the properly ta any required control.r (e.g.praperGy u.re re.rtriction,AULS, in.rtitutional control.r, or engineering cantrol.r), at the time � \�
the Pha.re I ESA i.r conducted(e.g., if there ha.r been a change in the regulatory criteria). If the EP con.rider.r this pa.rt relea.re to be a �—�
KEC at the time the Pha.re I ESA i.r conducted, the condition,rhall be included in the conclu.rion.rection of the re�iort a.r a BEC.
A controlled recognized environmental condition is defined by ASTM E 1527-13 as a recognitied environmental
condition re.rulting from a pa.rt relea.re of hatiardou.r.rub.rtance.r or petroleum product.r that ha.r been addre.cred to the.rati,faction of the
aj�j�licable regulatory authority (for example, a.r evidenced by the i.r.ruance of a no further action letter or equivalent, or meeting
ri.rk-ba.red criteria e.rtabli.rhed by regulatory authority), zvith hatiardou.r.rub.rtance.r or petroleum product.r allozved to remain in place
.rubject to the im�ilementation of required controdr (for example,property u.re re.rtriction.r, activity and u.re limitation.r, in.rtitutional
control.r, or engineering control.r).
A business envixonmental risk is defined by ASTM E 1527-13 as a ri.rk zvhich can have a material environmental or
environmentally-driven im�iact on the bu.rine,r,r a.r.rociated zvith the current or planned u.re of a parcel of commercial real e.rtate, not
nece.r.rarily limited to tho.re environmental i.crue.r required ta be investigated in thi.r practice. Con.rideration of bu.rine.r.r environmental
ri.rk i.r.rue.r may involve addre.r.ring one or more non-.rcope con.rideration.r.
We have performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of
ASTM Practice E 1527-13 of Dendy Paxkway & Remington Avenue in Temecula, Riverside County, California
92590. Any exceptions to, or deletions from, this pxactice are described in Section 3 of this xeport. This
assessment has revealed no evidence of recognized environmental conditions (RECs), historical recognized
environmental conditions (HRECs), controlled recognized environmental conditions (CRECs), or significant
business envixonmental risks in connection with the Project.
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YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
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� 2.1 Findings and Conclusions
Historical Review
The review of the historical data available fox the Pxoject and suxxounding axea revealed no evidence that may
have led to an environmental ixnpact to the Project. No furthex action or investigation is recommended
regarding historical uses.
Operational Activities
EMG observed no circumstances of environmental concexn associated with the opexational activities at the
Project. No fuxther action or investigation is xecommended regaxding operational activities at the Project.
Hazardous Materials/Petroleum Products
No hazaxdous matexials or petroleuxn products were observed at the Project. No fuxther action ox investigation
is recommended regarding the use of hazardous materials or petroleum products at the Project.
Wastes
No wastes were observed at the Project. No furthex action or investigation is recommended regarding wastes at
the Project.
Polychlorinated Biphenyls(PCBs)
C �
�
No equipment with the potential to contain dielectric or hydraulic fluid was identified at the Project. No further
action or investigation is xecommended regarding PCBs at the Project.
Asbestos-Containing Materials(ACM)
The Pxoject is currendy vacant naturally vegetated, vacant land and no suspect ACM were observed during the
site assessment.
Radon Gas
Review of the USEPA's Radon Map fox Riverside County, California indicated that the Project is located in
Zone 2, areas with a predicted average indoor radon scxeening level between 2 and 4 pCi/L (picoCuries pex liter
of air). The Pxoject is naturally vegetated,vacant land, and does not have any interiox axeas. No furthex action or
investigation is recommended with regard to radon gas levels at the Project.
Lead-Based Paint(LBP)
The Project is natuxally vegetated,vacant land and does not have any painted areas.
,\
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YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
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Lead in Drinking Water � �
� ,
The Pxoject is naturally vegetated,vacant land and does not have drinking watex.
Storage Tanks/Pipelines
No evidence of storage tanks or pipelines (above or below gxound) was identified. No fizxthex action or
investigation is recommended xegarding storage tanks or pipelines at the Project.
Surface Areas
No issues associated with surface areas were identified. No fuzther action or investigation is recommended
regaxding suxface areas at the Project.
Visual observation of the stoxm water system did not identify any abnormal accumulation of petroleum run-off
ox foreign material. No unusual blockages of the stoxm water control system wexe observed. No unusual
ponding of stoxm waters was observed. No further action or investigation is recommended regarding storm
water systems at the Project.
Mold
The Pxoject is naturally vegetated, vacant land and does not have any interiox axeas. Therefore, mold was not
addressed.
Regulatory Review
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Based on review of the regulatory database repoxt, tlie Project is not located on any of the databases evaluated.
In addition, the review does not suggest that the Project is involved in the generation, txeatment, storage, or
disposal of hazardous waste. No further action or investigation is xecommended xegarding the on-site regulatory
review.
Based on review of the regulatory database report, none of the off-site facilities xepresent a recognized
environmental condition associated with the Pxoject. No furthex action or investigation is xecommended
xegarding the off-site regulatory xeview.
Adjacent Properties
EMG identified no current adjacent property uses that represent a recognized environmental condition
associated with the Project. No fuxthex action ox investigation is xecommended regarding the adjacent
properties.
2.2 Recommendations
No fuYther action or investigation is recommended at this time.
i �
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YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
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� � 3 SURVEY APPROACH/PURPOSE
EMG conducted a Phase I Environmental Site Assessment of the Pxoject that consisted of a walk-through
observation of the accessible areas and interviews with facility pexsonnel and local agency representatives.
The usex infoxmed EMG that the reason for the assessment is for an acquisition.
EMG was not accompanied by a representative of the Project during the assessment.
Since there was no on-site Point of Contact or person knowledgeable about the Project, the Key Site Manager
Questionnaire was not completed.
Areas accessed included:
• Representative portions of exterior areas
• The Project boundaxies
Weather conditions at the time of the Project assessment were clear,with temperatuxes in the 80s (F� and light
winds.
EMG reviewed available fedexal, state, and local secords in an effoxt to identify sites of known ox suspected
hazaxdous waste activity located at or near the Project that could have an advexse impact on the Project. In an
attempt to determine whether historical uses of the Pxoject and the surrounding area have had an environmental
unpact on the Project, EMG interviewed individuals knowledgeable about the Project and reviewed available
pertinent records and documents. This assessment is based on the evaluation of the information gathered,
laboratory analyses of samples collected(when required),and accessibility at the time of the assessment.
The purpose of tliis repoxt is to pxovide the Client an assessment concerning environmental conditions (limited
,-__ to those issues identified in the repoxt), as they existed at the Project. The Scope of Work included an
� � evaluarion of:
l
• The Project history in an attempt to identify any possible ownership(s) and/or uses that would suggest an
impact to the environmental integrity of the Pxoject, as identified through review of reasonably
ascertainable standard historical sources.
• The physical chaxacteristics of the Project, as identified through xeview of xeasonably ascertainable
topographic data.
• Current Project conditions (as applicable), including compliance with appropriate regulations, as they
pertain to the presence ox absence of: facility storage tanks, drums, containers (above or below ground),
etc., transformers and othex electrical equipment which utilize fluid which may potentially contain PCBs,
the use of hazardous materials/chemicals and petroleum products, and/ox the generation, treatment,
stoxage,or disposal of hazardous,regulated, or medical wastes.
• An evaluation of information contained in programs such as the NPL, CERCLIS, SHWS, RCRIS, SWF,
LUST, and other governmental infoxmation systems within specific search distances of the Project. This
evaluation was performed to identify sites that would have the potential to unpact the environmental
integrity of the PYoject. The regulatory agency report provided is based on an evaluation of the data
collected and compiled by a contracted data research company. The Yeport is based on a radius search
that focuses on both the Project and neighbosing sites that might impact the Pxoject. Neighboxing sites
listed in govexnmental environmental records are identified within a specific search distance. The search
distance varies depending upon the particular government record being checked. The search is designed
to meet the requirements of ASTM Standard Pxactice E 1527-13. The information pxovided is assumed
to be correct and complete.
• Visual observation of the adjacent properties to identify high-risk neighboxs and the potential for known
or suspected contamination to migrate onto the Project.
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In addition, at the Client's xequest, the assessment included a screening appxoach for the potenrial existence �
and/or identificarion of: ( �
�
• The physical chaxactexistics of the Pxoject, as identified through review of reasonably ascertainable
wetlands,soils,geology,and gxoundwater data.
• Mold, including the identification of visible mold growth, conditions conducive for mold gxowth, and
evidence of moisture in accessible areas of the Pxoject. In addition, EMG interviewed Project personnel
regarding any known or suspected mold contamination, water intrusion, or mildew like odor pxoblems.
Sampling was not performed as a part of this assessment. EMG notes that this assessment does not
constitute a compxehensive mold survey of the Project, and the conclusions made axe based solely on
observable conditions in xeadily accessible interiox areas of the Pxoject on the assessment date.
• Asbestos, including the identification of all suspect materials in accessible areas (intexiox and extexior).
These matexials axe considered suspect,until tested and pxoven otherwise. Friable matexials are those that
can be easily crumbled ox pulverized by hand pressure.
This scxeening approach is not a compxehensive (i.e.,AHERA-Style) asbestos survey,nox is it intended to
fulfill the NESHAP requirements for demolition/renovation purposes, but it is intended to identify the
potential for an asbestos hazard in accessible areas. This screening is not intended to be used for
demolition,abatement,renovation,or xepair work.
The basis for "suspect" detexmination is taken from the materials listed in Appendix G of the United
States Environmental Protection Agency (USEPA) publication Managing A.rbe.rto.r in Place (the "Green
Book"). Therefoxe, all materials listed in the�reen Book that were installed prior to 1981 axe considered
suspect with the exception of resilient floor tile, asbestos-cement board (transite), and roofing felt,which
axe considered suspect, regardless of installation date (these materials continue to be manufactured and
installed in the United States).
• Radon gas propensity,through the review of the USEPA's Map of Radon Zones for all properries. (` \�
• Lead-based paint for all propexties constructed prior to 1978. The basis fox this determination is taken
from the Lead Paint Poisoning Act passed by the Congress of the United States that banned the use of
lead paint starting January 1, 1978. Therefore,all paint applied prior to 1978 is considexed suspect.
• Lead in water,based on information provided by the municipal water pxovider.
3.1 Data Gaps
Data gaps in information exist and are addressed in the appropxiate sections of this repoxt. However, because
the data gaps were not determined to be material in identifying Recognized Environmental Conditions (RECs),
they are not considered by ASTM standards to be.rignificant and, thexefore, are not individually addressed in this
section.
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�������� 4 USER PROVIDED INFORMATION
This Section documents whether the user xepoxted to EMG infoxmation puxsuant to the responsibilities
descxibed in Section 6 of the ASTM Standaxd E 1527-13.
EMG submitted a User Questionnaire to the usex to assist the user and EMG in gathering information from the
user that may be material to identifying RECs. A copy of the User Questionnaire is appended(Appendix D).
Litigation
Question: Areyou azvare of any pendin� threatened, orpa.rt litigation relevant to hatiardou.r.rub.rtance.r orpetroleum product.r in,
on, or from the propery?
Response: The usex did not provide a response to this question. The lack of, or inability to obtain, this
information xepxesents a data gap. However, based on the findings of this xeport, the absence of this
infoxmation is not considered a.rignificant data gap.
Administrative Proceedings
Quesrion: Are you azvare of any j�endin� threatened, or pa.rt admini.rtrative proceeding.r relevant to hatiardou,r ,rub.rtance.r or
petroleumpraduct.r in, on orfrom the�iraj�erty?
Response: The user did not provide a response to this question. The lack of, ox inability to obtain, this
_- information represents a data gap. Howevex, based on the findings of this report, the absence of this
( information is not considered a.rignificant data gap.
�
Notices From Governmental Entities
Question: Are you aivare of any notice.r from any governmental entity regarding any�io.crible violation of environmental laav.r or
po.r.rible liability relating to hatiardou.r.rub.rtance.r or petroleum product.r?
Response: The user did not pxovide a xesponse to this question. The lack of, or inability to obtain, this
infoxmation repxesents a data gap. However, based on the findings of this report, the absence of this
information is not considered a,rignificant data gap.
Environmental Cleanup Liens
Question: Are yau azvare of any environmental cleanup lien.r again.rt the j�roperty that are filed or recorded under federal, tribal,
.rtate or local laav?
Response: The user did not provide a response to this question. The lack of, ox inability to obtain, this
information represents a data gap. However, based on the findings of this report, the absence of this
information is not considered a.rignific•ant data gap.
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Activity and Use Limitations � , _ i
Question: Are you azvare of any Activity and U.re Limitation.r, such a.r engineering control.r, land u.re re.rtriction.r or in.rtitutional
control.r, that are in�ilace at the.rite and/or have been filed or recorded in a regi.rtry under federal, tribal,.rtate or local lazv?
Response: The user did not pxovide a xesponse to this question. The lack of, or inability to obtain, this
information represents a data gap. However, based on the findings of this xepoxt, the absence of this
infoxmation is not considered a.rignificant data gap.
Specialized Knowledge
Question: A.r the u.rer of thi.r ESA, do you have any .rpecialitied knosvledge or e.�cfierience related to the property or nearby
j�ropertie.r? For example, are you involved in the.rame line of bu.rine.r.r a.r the current or former occu�iant.r of the jirojierly or of an
adjoining property.ro thatyou zvauld have specialitied knozvledge of the chemical.r and proce.r.re.r u.red by thi.r type of bu.rine.cr?
Response: The user did not provide a response to this question. The lack of, or inability to obtain, this
information represents a data gap. However, based on the findings of this xepoxt, the absence of this
infoxmation is not considexed a.rignificant data gap.
Relationship of Purchase Price
Question: Doe.r the�iurcha.re price being paid for thi.r�iroperty rea.ronably reflect the fair market value of the pro�ierty? Ifyou
conclude that there i.r a difference, haveyou con.ridered zvhether the lozver�iurc•ha.re�irice i.r becau.re c•ontamination i.r knotvn or believed ,- _\
to be pre.rent at the property? ( 1
�
Response: The user did not provide a response to this question. The lack of, or inability to obtain, this
information represents a data gap. However, based on the findings of this report, the absence of this
information is not considered a.rignificant data gap.
Commonly Known Information
Question: Are you azvare of commonly knozvn or rea.ronably a.rcertainable information about the properly that auould he p the
enviranmental profe.r.rional to ident�condition.r indicative of relea.re.r or threatened relea.re.r? For example, a.r u.rer.•
• Do you knoav the pa.rt u.re.r of the properiy?
• Do you knoav of.rpecific chemical.r that are present, or once zvere pre.rent, at the�iro�iery?
• Do you knoav of.rpill.r or other chemical relea.re.r that have taken place at the pro�ierty?
• Do you knazv of any environmental cleanup.r that have taken�ilace at the property?
Response: The user did not provide a response to this question. The lack of, or inability to obtain, this
infoxmation represents a data gap. Howevex, based on the findings of this report, the absence of this
information is not considexed a.rignificant data gap.
Obvious Indicators of Contamination
Question: A.r the u.rer of thi.r ESA, ba.red onyour knozvledge and e.�erience related to the property, are there any obviou.r
indicator.r that�ioint to the jire.rence or likely pre.rence of contamination at the properly?
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�_-- Response: The user did not provide a response to this question. The lack of, ox inability to obtain, this
' information xepresents a data gap. Howevex, based on the findings of this report, the absence of this
information is not considered a.rignificant data gap.
Environmental Lien and AUL Review
The user did not engage EMG to review title and judicial records for envixonmental liens or Activity and Use
Limitations (AULs)recorded against the Project. Furthermore,these documents were not provided to EMG fox
xeview. The lack of or inability to obtain this infoxmation represents a data gap. However, based on the
fmdings of this report,the absence of this information is not considexed a.rignificant data gap.
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5 PROJECT LOCATION/DESCRIPTION � �
,
The Pxoject is located at Dendy Parkway & Remington Avenue in Temecula, Riverside County, California
92590. The Pxoject lands consist of appro�tnately 18.17 acres.
5.1 Project Description
The Project consists of two non-contiguous parcels of naturally vegetated,vacant land. No mechanical systems,
including heating and/ox cooling systems,were identified at the Pxoject. In addition, the Project is not serviced
by potable watex or sanitary sewer systems.
5.2 Miscellaneous Systems
No environmentally significant miscellaneous systems/equipment were identified at the Project.
5.3 Environmental Setting
5.3.1 Topography
Review of the Murrieta, Califoxnia Topographic Quadrangle, published by the United States Geological Survey
(USGS) and dated 2015,indicated the following:
• The Project has an average elevation of approximately 1,100 feet above mean sea level. Elevarions are C \�
highly variable throughout the Pxoject lands. The Project slopes gently in a northeastexly genexal —�
dixection.
• Slope in the general area of the Project is to the northeast. The nearest surface watex feature, Murrieta
Creek,is located approximately 1,600 feet noxtheast of the Project.
A copy of the topogxaphic map is included in Appendix C.
5.3.2 Wetlands
Review of National Wedands Inventory (NWI) data, provided by the United States Fish and Wildlife Service,
indicated the following:
• No wetland areas are indicated at the Project.
• Wetlands are indicated on the properties adjoirung the northern parcel of the Project to the northeast and
northwest. Any development of wetland areas, or of areas that might disturb wetlands, should be
coordinated with applicable fedexal,state, and local agencies.
A copy of the wedand map is included in Appendix C.
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i� �' S.3.3 Soils/Geology
Review of the Natural Resources Conservation Service (NRCS)Web Soil Survey data indicated the following:
• The Project is located in an area comprised of two soil types known as Greenfield, Ysidora. The
Greenfield soil series is considexed to be a well drained, sandy loam textured soil with a depth of at least
26 inches. The Ysidora soil sexies is considered to be a modexately well dxained, gravelly very fine sandy
loam textured soil with a depth of at least 12 inches.
Review of the 1:2,500,000 scale Geology of the Contexminous United States,published by the USGS and dated
1974,indicated the following:
• The Project is located witivn an area consisting of alluvium and sedimentary rock materials from the
Cenozoic era.
5.3.4 Groundwater Hydrology
Review of groundwater well data pxovided by the National Water Information System, published by the USGS
and available online,indicated the following:
• The Project is located within the Temecula Valley Groundwater Basin aquifex foxmation with estimated
groundwater levels between 25 and 45 feet below gxound surface (bgs).
Shallow gxoundwater flow is expected to follow the ground level slope of surface elevations towaxds the nearest
open body of water or intermittent stream. The direction of this flow at the Pxoject is anticipated to be toward
the northeast.
Cj Estimated gYoundwater levels may vary due to seasonal fluctuations in pxecipitarion, local usage demands,
_ geology,underground structuxes,or dewatexing opexations.
5.3.5 Floodplain
Review of the Flood Insurance Rate Map (Communiry/Panel No. 06065C2720G), published by the Fedexal
Emexgency Management Agency(FEMA) and dated August 28,2008,indicated the following:
• The Project is located in Zone X (unshaded), m;,,imal risk areas outside the one percent and 0.2 pexcent
annual chance floodplains.No base flood elevations or base flood depths are shown within these zones.
Page 14
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6 HISTORICAL REVIEW � �
� �
Review of online infoxmation fxom the Rivexside County Assessor Office website indicated that the Pxoject is
shown as Assessox Parcel Numbers 909-370-042 and 909-370-044.
A copy of the tax map is included in Appendix C.
6.1 Chain of Title
EMG reviewed readily available ownership records at the Rivexside County Assessor Office.
Ownership information is listed in the table below:
'; ' _ ' C�,w;nership,:i�forrn;atr+�n.....<:
�wz��� < ; ;
_ „.,; '�ear Purck�,ascd
: ,.
Temecula 600 2012
6.2 Prior Use Interviews
Since thexe was no Point of Contact (POC) ar person knowledgeable about the Project idenrified by the user, a
pxior use interview was not completed.
6.3 Local and/or State Government Agency Record Review/Interviews � 1
i
The following information was identified at the City of Temecula Building Depaxtment for cuxrent and
identified historical Project addresses:
• Accoxding to a permit technician, no addresses are associated with the Project paxcel numbers, making
further research impractical.
As required by the Department, EMG submitted a written request for informarion to the City of Temecula Fire
Department. No xesponse has been received to date. Upon receipt and xeview, any environmentally significant
information not identified through other sources will be provided to the Client. A copy of EMG's wxitten
xequest is included in Appendis F.
The following information was identified at the City of Temecula Planning Departrnent website for current and
identified historical Project addxesses:
• Review of the available zoning xecords indicates that the Project is curxently zoned IP (Industrial Park).
According to the records,no zoning changes were listed for the Project.
6.4 Historical Maps
Historical Sanborn Ma�s:
Historical Sanborn maps axe detailed scale drawings that show the location and use of buildings and structuxes
that occupied a given axea. EMG contacted Environmental Data Resources (EDR) in an attempt to detexmine
if there were any historical Sanboxn maps in the EDR Historic Map Collection. Howevex, there was no
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� -. histoxical Sanboxn map covexage for the Project in the EDR Historical Sanboxn Map Collection for the period
covering the years 1867 to present. As a general rule, the absence of historical Sanboxn maps for a given area
tends to support evidence that the area was not significandy developed.
Historical To�o�ra�hic Ma�s:
Histoxical topographic maps show the location of buildings and structuxes that occupied a given axea, as well as
other physical features. EMG xeviewed histoxical topogxaphic maps as available online fxom the USGS. EMG's
historical topogxaphic map search results are discussed below. It should be noted that many historic
topographic maps do not include ground cover designations. Therefore, if site features axe not shown on the
Project and/or surYounding properties,these areas axe generally described as undeveloped land.
Review of the 1953 topographic map indicated the following:
• Project: The Pxoject is shown as undeveloped land.Vehicular access is not available.
• Off-site: The areas surrounding the Project are shown as undeveloped land. A small pond is shown to
the east of the northexn paxcel.
The 1973 topographic map differs from the previous map in that:
• Off-site:The axea noxthwest of the northern Pxoject parcel is shown as a small structure.
The 1979 topographic map differs fxom the previous map in that:
• Off-site: The area southeast of the northern paxcel is shown as a small unimproved road, which leads a
pathway between the two Project parcels.
The 2012 and 2015 topogxaphic map,which include an aerial base,differ from the pxevious map in that:
C_,i1 •
Off-site: The area west of the northern Project parcel is shown as developed with a laxge commercial
structure. The area southeast of the northexn Project parcel is shown as developed with a road followed
by a laxge commercial structure. The axea east of the southern Project parcel is shown as a road followed
by a large apparent commercial structure. The area south of the southexn Pxoject parcel is shown as
multiple smaller commeYcial structuxes.
Copies of representative topogxaphic maps are included in Appendix C.
6.5 City Directories
City directoxies have tenant listings by address and are researched at appxoximately five-year intervals, as
available. No addresses were identified as associated with the Project paxcel numbers. Thexefore, city directory
research was not possible.
6.6 Aerial Photography
EMG contacted EDR in an attempt to determine if there were any historical aerial photographs available for the
area of the Project. EMG's historical aerial search results are discussed below.
Review of the 1938, 1953, 1961 and 1967 aerial photogxaphs indicated the following:
• Project: The Pxoject is shown as natuxally vegetated land. Vehicular access is not available.
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• Off-site:The areas surxounding the Pxoject are shown as naturally vegetated land. �--.�
The 1978, 1985, 1989, 1994 aerial photographs differ from the previous aerial photographs in that: -J
• Project: The Project is shown with a small unimproved road running thxough the north parcel leading to
a small appaxent residential structure.The southern parcel is shown similaxly to the previous photographs.
Vehicular access is available from the southeast of the noxth paxcel.
• Off-site:The axea northwest of the north Project parcel is shown as a small structure. The area southeast
of the Project is shown as a road followed by an area of distuxbed land.
The 2002 aerial photograph differs from the previous aerial photographs in that:
• Project: The Project is shown as cleaxed,vacant land.
• Off-site: The areas north and noxthwest of the northern parcel of the Pxoject are shown as cleared,
vacant land followed by a xoad. The area northeast of the northern parcel of the Pxoject is shown as an
apparent man-made pond. The area southeast of the northexn parcel of the Project is shown as a xoad
followed by a large apparent commercial struct�e. The area east of the southexn parcel of the Project is
shown as a xoad followed by a large apparent commercial structure. The area southeast of the southexn
paxcel of the Project is shown as graded land.
The 2005 and 2006 aexial photogxaphs differ from the previous aerial photogxaph in that:
• Off-site: The area southeast of the southexn parcel of the Project is shown as developed with small
structures.
The 2009,2010 and 2012 aexial photogxaphs diffex from the previous aexial photogxaph in that:
• Off-site:The area northwest and north of the southern parcel of the Pxoject is shown as a road, followed
by a large commexcial structure. ,,-�
��Copies of representative historical aerial photographs axe included in Appendix C.
6.7 Previous Investigations
EMG was not provided with any pxeviously conducted environmental assessment reports for the Project.
6.8 Plans and Specifications
As-built/renovation-site plans, dxawings, and specifications weze reviewed as provided by the Client.
Documents xeviewed included an ALTA/ACSM Land Tide Survey prepaxed by Advanced Land Solutions and
dated Maxch 31, 2015. Review of this document did not identify any unusual or unique systems/equipment
installations.
69 Historical Summary
EMG was not able to obtain standard histoYical souxces that document the Pxoject history in five yeax intervals.
This data failure xepresents a data gap; however, this data gap is not considered a .rignificant data gap, and
thexefoxe,it is not addressed in Section 3.1.
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Based upon the histoxical review, the Project has been naturally vegetated land with limited residential use
� between at least the early 1970s and mid 1990s. Based on review of available infoxmation, no environmentally
significant activiries were identified with the historical land uses.
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7 PROJECT RECONNAISSANCE � �
, �
7.1 Operational Activities/Noteworthy Tenants
The Pxoject is currendy natuxally vegetated, vacant land. No notewoxthy tenants occupy the Pxoject and no
environmentally significant opexations axe conducted at the Project.
Considexing the lack of operations at the Project, no environmental pezmits, registrations, or notifications
appear to be required.
7.2 Hazardous Materials/Petroleum Products Storage and Handling
Visual observation for the use and/ox stoxage of hazardous materials and petroleum products was performed.
The Pxoject is curxendy naturally vegetated,vacant land, and no hazardous materials ox petroleum products wexe
observed at the Project.
7.3 Waste Generation, Treatment, Storage and Disposal
Visual observation for the generation, treattnent, storage, and disposal of wastes was performed. The Project is
currendy naturally vegetated,vacant land,and no wastes are currently generated at the Project.
7.4 Polychlorinated Biphenyls (PCBs)
C, �
No equipment with the potential to contain dielectric ox hydraulic fluid was identified.
7.5 Asbestos-Containing Materials (ACM)
The Pxoject is natuxally vegetated,vacant land,and no suspect ACM wexe identified.
7.6 Radon Gas
Review of the USEPA's Radon Map for Riverside County, California indicated that the Project is located in
Zone 2, areas with a predicted average indoor radon screening level between 2 and 4 pCi/L (picoCuries per liter
of aix).The Project is naturally vegetated,vacant land,and does not have any intexior areas.
7.7 Lead-Based Paint(LBP)
The Project is naturally vegetated,vacant land and does not ha�e any painted areas.
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7.8 Lead in Drinking Water
The Project is naturally vegetated,vacant land and does not have drinking water.
7.9 Facility Storage Tanks and Pipelines (above or below ground)
Visual observations fox manways,vent pipes, fill connections,concrete pads,and saw cuts in paved axeas did not
identify any suxface connections or disturbances that would indicate the potential for an undergxound stoxage
tank(US"I�installation at the Pxoject.
No aboveground storage tanks (ASTs)were observed at the Project.
The manways and surface caps observed at the Pxoject wexe fox site services (i.e., domestic water, stoxm watex,
and sanitary sewer system).
Based on the review of the state list of registered USTs,no USTs axe registexed for the Project.
Interviews with persons knowledgeable of the Project did not identify evidence of current ox historic storage
tanks (above or below ground) at the Project.
Visual observations did not identify suxface maxkings indicating the existence of subsurface product pipelines at
the Project.
`, 7.10 Surface Areas
C___
Surface water flows in a noxtheasterly direction.
Visual observation of the Project and adjacent properties did not identify evidence of distressed vegetation,
staining,ox surface migration of petroleum releases or hazardous materials onto or off the Project.
Visual observations did not identify evidence of on-site suxface impoundment facilities, pits, dry wells, or
dumping of apparent hazaxdous substances at the Pxoject.
Visual observations did not identify surface water features,including lagoons,ponds, ox other bodies of water at
the Project.
Minox oil discharges were observed on the parking areas; however, the discharges are incidental in nature, and
coxrective action is neither practical nor warranted.
Stoxm water from vegetated surface areas generally infiltrates into the subsuxface.
Visual observation of the Pxoject identified a stoxmwater retention basin located in the noxthern portion of the
soutli Project parcel. This pond was not inundated at the time of the assessment. Visual observations
pexformed in the area of this pond did not identify any stained or stressed vegetation, or apparent dumping of
hazardous wastes.
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7.11 Mold �� �
The Project is natuxally vegetated, vacant land and does not have any intexior areas. Therefore, mold was not
addressed.
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����'��� S INTERVIEWS
8.1 Key Site Manager
Since there was no Key Site Managex or person knowledgeable about the Project identified by the usex, a Key
Site Manager Questionnaire was not completed.
The lack of,ox inability to obtain,this information xepresents a data gap. However,based on the findings of this
xeport,the absence of this infoxmation is not considered a significant data gap.
8.2 Owner
EMG submitted an Ownex Questionnaire to the user in an effort to identify the owner of the Pxoject who could
be interviewed to provide information xegarding pxoceedings involving the Project. A completed Ownex
Questionnaire was not returned to EMG. The lack of, or inability to obtain, this information xepresents a data
gap. However,based on the fmdings of this report,the absence of this inforxnation is not considered a.rignificant
data gap.
8.3 User
EMG submitted a User Questionnaire in an effoxt to obtain infoxmation regaxding pxoceedings involving the
Project. Refer to Section 4 for discussion of the User Questionnaire.
���
8.4 Occupants
No occupants of the Project were available or would agree to an interview.
The lack,of ox inability to obtain, this information represents a data gap. Howevex,based on the findings of this
xeport,the absence of this information is not considered a.rignificant data gap.
8.5 Past Owners, Operators, and Occupants
No past ownexs, operators, or occupants of the Project, who likely would have material infoxmation xegarding
the potential for contamination at the Project,were identified.
8.6 Owners or Occupants of Adjacent or Nearby Properties
The Project was not an abandoned property with evidence of unauthorized uses or uncontxolled access;
therefore,interviews wexe not conducted with adjacent ox neaxby properry owners or occupants.
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8.7 Interviews with Others ��
The following individuals were interviewed as past of this assessment:
;, , „ ;,
�+iar�.e amd!"i`xtle `
(��r a�a?€itr�� �... Pb�az�+�..�+Tuz�ab.e�... _:.
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Permit Technician Temecula Buildin De artment 951 240-4202
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� �` 9 REGULATORY DATABASE REVIEW
EMG obtained a xegulatory database report from Environmental Data Resources, Inc. (EDR) in an effort to
determine if the Project is a listed regulatory site and whether there are any mappable regulatory database sites.
The xegulatory database search was run in accordance with the Scope of Work for this assessment. EMG
attempted to field-verify the locations of tlze EDR-identified regulatory sites, as well as confirm distances and
locations relative to the Project using available mapping software. Therefore, the distances and/or dixections
noted in this section may not match the EDR Report. In addition, EMG reviewed the unmappable sites in the
database report, cross-xeferencing addresses and site names. Unmappable sites are environmental risk sites that
cannot be plotted with confidence, but can be located by zip code ox city name. In genexal, a site cannot be
geocoded because of inaccurate or missing location information in the record provided by the agency.A copy of
the regulatory database report is included in Append'u�H.
Based on review of the regulatory database repoxt, and by cross-xefexencing name, address, and zip code, EMG
concludes that the Project is not a listed site.
The search for sites listed on regulatory databases in the area surrounding the Project identified various sites
within the specified seaxch radii. Details regarding any adjacent and nearby off-site pxoperties of environmental
significance axe discussed after the table below.
The following axe some of the databases which were reviewed for this assessment. See the appended xegulatory
database xepoxt fox a complete listing of databases reviewed for this assessment:
ASTM Standard Federal Databases
• NPL - The National Priority List (NPL) is a subset of CERCLIS and identifies over 1,200 sites fox
prioriry cleanup under the Superfund Program.
� • Proposed NPL - A site that has been pxoposed fox listing on the Narional Prioriries List tl�ough the
��_-^� issuance of a pxoposed xule in the Federal Register. EPA then accepts public comments on the site,
responds to the comments, and places on the NPL those sites that continue to meet the requirements for
listing.
• NPL LIENS - Federal Superfund Liens. Undex the authoxiry granted the USEPA by CERCLA of 1980,
the USEPA has the authority to file liens against real property in order to xecover xemedial action
expenditures or when the property ownex received notification of potential liability.
• Delisted NPL - In accoxdance with 40 CFR 300.425.(e), sites may be deleted from the NPL whexe no
further response is appxopriate.
• CERCLIS - The Comprehensive Environmental Response, Compensation, and Liability Infoxmation
System (CERCLIS) contains sites that are either proposed to ox on the National Priorities List (NPL) and
sites that are in the screening and assessment phase fox possible inclusion on the NPL.
• CERCLIS-NFRAP - CERCLIS No Further Remedial Action Planned (NFRAP) sites are sites that the
EPA has detexmined that no further steps will be taken to list the sites on the National Pxiorities List
(NPL).This decision does not necessarily mean that there is no hazard associated with a given site;it only
means that,based upon available information,the location is not judged to be a potential NPL site.
• CORRACTS - Corrective Action Report (CORR.ACTS) idenrifies hazardous waste handlers with RCRA
corYective action activiry.
• RCRA-TSDF - Resource Conservation and Recovery Act (RCRA) -Transporters, Storage and Disposal
(TSDF) database includes information on sites that generate, transport, stoxe, treat and/ox dispose of
hazardous waste as defined by the RCRA.
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• RCRA-LQG - The RCR.A - Large Quantity Generators (LQG) database includes infoxmation on sites
that generate, transport, store, treat and/or dispose of hazardous waste as defined by RCRA. Large ( �
quantity generators generate over 1,000 kilogxams (kg) of hazardous waste, ox over 1 kg of acutely —
hazardous waste per month.
• RCRA-SQG - The RCRA - Small Quantity Genexatoxs (SQG) database includes information on sites
that generate, transport, store, treat and/or dispose of hazardous waste as defined by RCRA. Small
quantity generators generate between 100 kg and 1,000 kg of hazardous waste per month.
• RCRA-CESQG - The RCR.A - Conditionally Exempt Small Quantity Genexatoxs (CESQG) database
includes information on sites that genexate, transport, store, treat and/or dispose of hazardous waste as
defined by RCRA. Conditionally exempt small quantity generators generate less than 100 kg of hazardous
waste,or less than 1 kg of acutely hazardous waste per month.
• US ENG CONTROLS - A listing of sites with engineering controls in place. Engineering controls
include vaxious foxms of caps, building foundations, liners, and treatxnent methods to cxeate pathway
eluxunation for regulated substances to enter environxnental media ox effect human health.
• US INST CONTROL - A listing of sites with institutional controls in place. Institutional controls
include administrative measures, such as gxoundwatex use restrictions, construction restrictions, property
use xestrictions, and post remediation care requirements intended to prevent exposure to contaminants
remaixung on site.Deed xestrictions are genexally requixed as part of the institutional controls.
• ERNS - The Emergency Response Notification System xecords and stores information on xeported
releases of oil and hazaxdous substances.
State Databases
• SWF - The Solid Waste Faciliries (S�XjF) database contains an inventory of solid waste disposal facilities --,�
or landitlls.These may be active or inacrive facilities ox open dumps. ( �
�� /
• LUST - Leaking underground stoxage tank (LUS'I� records contain an inventory of reported leaking
underground storage tank incidents. Not all states maintain these records, and the infoxmation stored
varies by state.
• UST-Registered Undexground Storage Tank(LJS'I� facilities.
• AST -Registered Abovegxound Storage Tank(AS"I') facilities.
• State BROWNFIELDS-This database contains information on Brownfield sites.
• State Voluntary Cleanup Sites-This database contains a listing of sites which axe in the State voluntary
cleanup program.
• STATE ENG CONTROLS -A listing of sites with engineexing contsols in place. Engineering controls
include various forms of caps, building foundations, linexs, and treatment methods to create pathway
elunination for regulated substances to entex environmental media or effect human health.
• STATE INST CONTROL-A listing of sites with institutional controls in place. Institutional controls
include adixviustrative measures, such as groundwater use restrictions, construction restrictions, propexty
use restrictions, and post remediation caxe requirements intended to prevent exposuxe to contaminants
xemaining on site. Deed xestrictions are generally required as part of the institutional controls.
• INDIAN UST - The Indian UST database contains information about underground storage tanks on
Indian land.
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�__, • INDIAN LUST - The Indian LUST database contains infoxmation about leaking underground starage
' tanks on Indian land.
• INDIAN VCP-The Indian VCP database contains information about voluntary cleanup pxiority sites on
Indian land.
• ENVIROSTOR - The Department of Toxic Substances Control's (DTSC's) Site Mitigation and
Brownfields Reuse Program's EnviroStor database identifies sites that have known contamination ox sites
for which there may be reasons to investigate fuxthex. The database includes identification of
formexly-contaminated properties that have been released for reuse,properties where environmental deed
restrictions have been recorded to prevent inappropriate land uses, and risk characterization information
that is used to assess potential impacts to public health and the environment at contaminated sites.
• SLIC - The California Spill, Leak, Investigation, and Cleanup (SLIC) database is maintained by the
individual California Regional CalifoYnia Water Quality Control Boards (RWQCB) to track sites where
releases have been reported outside of the Leaking Underground Storage Tank pxogram. These sites
typically include miscellaneous releases,not necessaxily related to underground storage tanks.
• RESPONSE - State Response Sites axe confirmed xelease sites where the DTSC is involved in
remediation, either in a lead or oversight capacity. These confirmed release sites are generally
high-prioxity and high potential risk.
• VCP - The Voluntary Cleanup Program (VCP) database contains low threat level pxoperties with either
confirmed or unconfirmed xeleases, and where the project proponents have xequested that the DTSC
oversee investigation and/ox cleanup activities and also have agreed to provide covexage fox DTSC's
costs.
• HIST CAL-SITES -The Calsites database contains potential or confirmed hazardous substance release
\ propexties. In 1996, Califoxnia EPA xeevaluated and significandy xeduced the numbex of sites in the
1 Calsites database. This database is no longer updated by the state agency. It has been xeplaced by
-- ENVIROSTOR.
,;�a#a�b�s��st'; �'a�r��� Seara� ' ��/R 1 f 8: �J4 �/� �f� �/� � �:� : Tata� '
_ '�'ra � �xs�aa�e ` ' !; I'lott+� ;
; = ; �' �Y
; ; ; 14�1'iles . ; ` ;: ; < '
,, ,:
NPL 1 0 0 0 0 NR 0
CERCLIS 0.5 0 0 0 NR NR 0
CERCLIS-NFRAP 0.5 0 0 0 NR NR 0
CORRACTS 1 0 0 0 0 NR 0
RCRA-TSDF 0.5 0 0 0 NR NR 0
RCRA-L G 0.125 0 NR NR NR NR 0
RCRA-S G 0.125 1 NR NR NR NR 1
US ENG TP NR NR NR NR NR 0
CONTROLS
US INST CONTROL TP NR NR NR NR NR 0
ERNS TP NR NR NR NR NR 0
US BROWNFIELDS 0.5 0 0 0 NR NR 0
EDR US Hist Auto 0.25 2 0 NR NR NR 2
Stat
LUST 0.5 0 0 0 NR NR 0
UST 0.125 0 NR NR NR NR 0
AST 0.25 0 0 NR NR NR 0
VCP 0.5 0 0 0 NR NR 0
ENVIROSTOR 1 0 0 1 1 NR 2
NOTIFY 65 1 0 0 0 1 NR 1
HWT 0.25 1 0 NR NR NR 1
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Page 26
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
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INDIAN LUST 0.5 0 0 0 NR NR 0
INDIAN UST 0.125 0 NR NR NR NR 0
INDIAN VCP 0.5 0 0 0 NR NR 0 � �
�:
INDIAN ODI 0.5 0 0 0 NR NR 0
INDIAN RESERV 1 0 0 0 0 NR 0
9.1 Project Regulatory Database Discussion
The seaxch for sites listed on xegulatory databases did not identify any listings fox the Project.
9.2 Off-Site Regulatory Database Discussion
Adjacent and nearby off-site listed pxoperties of environmental significance are discussed below.
Abbott Cardiovascular Systems,Inc.
42301 Zevo Dr
Distance:Adjacent
Direction:East and south
Database(s) Listed On:RCRA-SQG
Based on xeview of the USGS Topogxaphic Map, this site is located topographically down-gradient and
cross-gradient from the Project, and the estimated groundwater flow in the axea of the site is to the noxtheast,
which is away from the Project. The RCRA-Generator database is a listing of facilities that are required to
register for tracking purposes due to the amount of hazardous waste generated and are not necessaxily sites with
repoxted contamination incidents. According to the RCRA-Genexator database, the facility is a small quantity
generatox of hazardous wastes. The database indicates that there are no violarions associated with the /,--\
RCRA-Genexatox listing. No other pertinent infoxmation is provided in the database. Furthexmoxe,this facility is ( l
not identified on any database that reparts spills or releases. Based on the lack of any xeported releases, and `�--�
estimated direction of groundwater flow, this site does not represent a recognized environmental condition
associated with the Project.
VIP Bumper&Body Repair
42108 Roick Rd
Distance:Adjacent
Direction: South
Database(s) Listed On: EDR HIST AUTO STAT
Based on review of the USGS Topogxaphic Map, this site is located topographically cross-gxadient from the
Pxoject, and the estimated groundwater flow in the axea of the site is to the northeast, which is parallel to and
away from the Pxoject. The EDR Historical Auto Stations database is a listing of facilities identified through
review of histoxical telephone books and does not necessarily confirm that environmentally significant activities
occurred at the facility. Information available from EDR indicates that this site is listed as VIP Bumpex&Body
Repais in 2007, 2008, 2009, and 2010. This site is not identified on any database which xeports spills ox xeleases.
Based on the "case closed" lack of any repoxted releases,this site does not xepxesent a recognized enviroxunental
condition associated with the Project.
The uutial search distances employed for this assessment were defined by ASTM E 1527-13. However, due to
the numbex of sites identified in the initial detexmination, only those sites determined by EMG to have the
potential to have impacted the Project are discussed above.This determination was based on,but not limited to,
such factors such as topogxaphic gxadient in xelation to the Pxoject,estimated groundwater flow dixection at each
site, distance between the listed site and the Project, and/or the type of site ox materials involved. Based on
these factors, the xemairung off-site listed properties do not repxesent a recognized environmental condition
associated with the Project.
�_ �
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Page 27
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
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% �' 10 ADJACENT PROPERTIES
The general vicinity of the Project consists of industrial and commercial land uses, as well as naturally vegetated
land. The following adjacent properties were identified:
• The northern parcel of the Project is boxdexed to the noxth by Rancho Water District Reclaixned Watex
Pond and to the northeast by vacant land owned by the Rancho Water District.
• The northern parcel of the Project is bordered to the southeast by Dendy Parkway followed by Scott's
(42375 Remington Avenue).
• The northexn parcel of the Project is bordered to the southwest by Professional Hospital Supply (42500
Winchester Road).
• The southern parcel of the Project is bordered to the noxthwest and north by Remington Avenue. Faxthex
northwest is Pxofessional Hospital Supply(42500 Winchester Road).
• The southern paxcel of the Pxoject is bordered to the east by Winchester Road followed by a multi-tenant
commexcial building(42301 Zevo Drive).
• The southexn parcel of the Pxoject is bordexed to the southeast by vacant land, a multi-tenant commercial
building (42108 Roick Drive), WM Lyles Co (42142 Roick Drive) and an additional multi-tenant
commercial building(42210 Roick Drive). Farthex southeast is Roick Dxive.
• The southern parcel of the Project is bordered to the west by naturally vegetated land.
The adjacent propexties to the east/south and south were identified on the RCRA-SQG and EDR HIST AUTO
-_ STAT databases. More information regarding these sites is included in the Regulatory Review discussion
(Section 9.2). Based on observations and available xegulatory infoxmation, the adjacent pxoperty uses do not
C_ �1 represent a recognized environxnental condition associated with the Pxoject.
��
Page 28
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING&MANAGEMENT
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Appendix A:
Photographic Documentation
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Appendix B:
Field Sketch
C�_�
,
\�
Field Sketch
Rancho water vacant land �"`�l
District �,►�� (Rancho Water Dendy Parkway �_ '
Reclaimed Water � � District)
Pond �
� �
�" �
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D
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(42375 Remington
Avenue)
Professional Hospital Supply Remington Avenue
(42500 Winchester Road)
Dendy Parkway
Multi-tenant commercial building
� �
� (42301 Zevo Drive) �=-
�F R RCRA-SQG �
Vacantland
�- /
� f winchester Road
Remington Avenu
( � Multi-tenant commercial building
Naturally � � 08 Roick Drive)EDR H{STAUT€1
vegetated land � � ST�T
� � W.M Lyles Co
f� � (42142 Roick Drive)
� � Multi-tenant commercial building
� /
�, (42210 Roick Drive)
Roick Drive
Kev: Project Number:
D—Drain 116168.15R-001.135
R—Storm water Retention Pond
� Project Boundary
Project Name•
Vacant Land
� Not drawn to scale. The north arrow indicator
On-Site Date:
is an approximation of 0°North.
August 11,2015
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Appendix C :
Maps and Aerial Photographs
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2012 AERIAL PHOTO
Vacant Land
DRAWN BY: Kate Downey �
DATE: 8/12/2015
PROJECT NO: 116168.15R-001.135
� �,
I
Appendix D:
Questionnaires
����
�
KEY SITE MANAGER PRE-SURVEY QUESTIONNAIRE
Date: �
Name of person completing questionnaire: Not returned to EMG � �
Company Name: ��_�"
Association with the property:
Length of association with property:
Phone Number:
Fax Number:
Email Address:
Property Name/Address: Dendy Parkway& Remington Avenue, Temecula, California
92590
EMG Project Number: 116168.15R-001.135
Directions: Please answer all questions to the best of your knowledge and in good faith. Mark the column
corresponding to the appropriate response. Additional details necessary to explain any yes or
unknown responses should be provided in the"Comments"column.
Note: U/NR indicates"Unknown"or"No Response", and "N/A" indicates not applicable.
Q.UESTI�N RESp{7NSE CC?MME�ITS
Y ': C� �11N(� '
; ; _,
1 Is the Project used for an industrial use? X
1 B Are an adjoining properties used for an industrial use? X
2a To the best of your knowledge, has the Project been used for X
an industrial use in the past?
2b To the best of your knowledge, has any adjoining properties X
been used for an industrial use in the past?
3a Is the Project used as a gasoline station, motor repair facility, X
commercial printing facility, dry cleaners, photo developing
laboratory,junkyard or landfill, or as a waste treatment,
storage, disposal, processing, or recycling facility?
3b Is any adjoining property used as a gasoline station, motor X ( �
repair facility, commercial printing facility, dry cleaners, photo '\__i
developing laboratory,junkyard or landfill, or as a waste
treatment, storage, disposal, processin , or rec cling facility?
4a To the best of your knowledge, has the Project been used as X
a gasoline station, motor repair facility, commercial printing
facility, dry cleaners, photo developing laboratory,junkyard
or landfill, or as a waste treatment, storage, disposal,
processin , or recyclin facilit ?
4b To the best of your knowledge, has any adjoining property X
been used as a gasoline station, motor repair facility,
commercial printing facility, dry cleaners, photo developing
laboratory,junkyard or landfill, or as a waste treatment,
storage, disposal, processing, or recyclin facilit ?
5a Are there currently any automotive or industrial batteries, X
pesticides, paints, or other chemicals in individual containers
of greater than five gallons in volume or fifty gallons in the
aggregate, stored on or used at the Project?
5b To the best of your knowledge, have there been previously X
any automotive or industrial batteries, pesticides, paints, or
other chemicals in individual containers of greater than five
gallons in volume or fifty gallons in the aggregate, stored on
or used at the Pro'ect?
6a Are there currently any industrial drums (typically 55 gallon) X
or sacks of chemicals located on the Pro'ect?
6b To the best of your knowledge, have there been previously X
any industrial drums (typically 55 gallon) or sacks of
chemicals located on the Project?
7a Are there currently any groundwater monitoring wells or other X
groundwater wells (i.e., potable drinking water wells) located �
on the Pro�ect?
�tU�STIC�f� ` R�SPC7NSE : ;��}MM�NTa.:
; i: ; ' Y N? EJ/NF�
<
7b To the best of your knowledge, have there been previously X
� 1 any groundwater monitoring wells or other groundwater wells
(i.e., potable drinking water wells) located on the Project?
8a Has fill dirt been brought onto the Project which originated X
from a contaminated site?
8b Has fill dirt been brought onto the Project which is of an X
unknown origin?
9a Are there currently any pits, ponds or lagoons located on the X
Project in connection with waste treatment or waste
disposal?
9b To the best of your knowledge, have there been previously X
any pits, ponds or lagoons located on the Project in
connection with waste treatment or waste disposal?
10a Is there currently, any stained soil on the Project? X
10b To the best of your knowledge, has there been previously X
any stained soil on the Pro�ect?
11a Are there currently any registered or unregistered storage X
tanks (above or underground) located on the Project?
11 b To the best of your knowledge, have there been previously X
any registered or unregistered storage tanks (above or
underground) located on the Project?
12a Are there currently any vent pipes, fill pipes or access ways X
indicating a fill pipe protruding from the ground on the Project
or adjacent to any structure located on the Project?
12b To the best of your knowledge, have there been previously X
any vent pipes, fill pipes or access ways indicating a fill pipe
protruding from the ground on the Project or adjacent to any
structure located on the Project?
__ 13a Are there currently any flooring, drains, or walls located at X
C > the Project that are stained by substances other than water
� or are emitting foul odors?
13b To the best of your knowledge, have there been previously X
any flooring, drains, or walls located at the Project that are
stained by substances other than water or are emitting foul
odors?
14a If the Project is served by a private well or non-public water X
system, have contaminants been identified in the well or
system that exceed guidelines applicable to the water
system?
14b If the Project is served by a private well or non-public water X
system, has the well been designated as contaminated by
an overnment environmental/health a enc ?
15a Have you been informed of the past existence of hazardous X
substances or petroleum products with respect to the Project
or any facility located on the Project?
15b Have you been informed of the current existence of X
hazardous substances or petroleum products with respect to
the Project or any facility located on the Project?
16a Are there any environmental liens or governmental X
notification relating to past or current violations of
environmental laws with respect to the Project or any facility
located on the Project?
16b Have you been informed of the past existence of X
environmental violations with respect to the Project or any
facility located on the Project?
16c Are you aware of any pending, threatened, or past litigation X
relevant to hazardous substances of petroleum products in,
� on or from the property?
i
Q���Tt01� R�aPC)NS� �QMM�NTS
�' N U/�iR ':
16d Are you aware of any pending, threatened, or past X __.�
administrative proceedings relevant to hazardous substances C
or petroleum products in, on or from the property? _ �
16e Are you aware of any notices from any governmental entity X
regarding any possible violation or environmental laws or
possible liability relating to hazardous substances or
petroleum products?
17 Have there been any environmental site assessments of the X
Project that indicated the presence of hazardous substances
or petroleum products on, or contamination of, the Project or
recommended further assessment of the Project?
18 Does the Project discharge waste water on or adjacent to the X
project, other than storm water, into a storm water sewer
system?
19 Does the Project discharge waste water on or adjacent to the X
project, other than storm water, or into a sanitary system?
20 Have any hazardous substances or petroleum products, X
unidentified waste materials, tires, automotive or industrial
batteries or any other waste materials been dumped above
rade, buried and/or burned on the Project?
21 Is there a transformer, capacitor or any hydraulic equipment X
for which there are any records indicating the presence of
PCBs?
22 Is there now or has there ever been any asbestos-containing X
materials (ACM), in any application, on the Project?
23 Has there ever been any ACM testing conducted on the X
Pro�ect?
24 Is there an asbestos Operations and Maintenance (O&M) X
program in place at the Project? __
25 Is there now or has there ever been any lead-based paint X \
(LBP) applications on the Project? �_.%
26 Has there ever been LBP testin conducted on the Project? X
27 Is there a Lead Paint Operations and Maintenance(O&M) X
Program in place at the Project?
28 Has the water at the Pro'ect ever been tested for lead? X
29 Has Radon testing ever been conducted at the Pro'ect? X
30 Are there any other Operations and Maintenance (O&M) X
pro rams in lace that we should be made aware of?
31 Is the Project or any portion of the Project located or involved X
in any environmentally sensitive areas(i.e.,wetlands, coastal
barrier resource areas, coastal barrier improvement act
areas, flood lains, endan ered s ecies, etc. ?
32 Do you know or suspect that mold was or is present in the X
building(s) or HVAC system?
- If"Yes", proceed to question#33.
- If"No"", skip question#33 and proceed to question#34.
33 Are there reliable procedures that specify the actions (i.e. X
operations and maintenance)to be taken to prevent and/or
respond to mold or mold producin problems?
34 Is there a mold Operations and Maintenance (O&M) program X
in place at the Project?
35 Is the HVAC system ins ected at least annually? X
36 Have identified HVAC problems been corrected in a timely X
manner?
37 Is there now, or has there ever been evidence of mold or X
mildew present at the building(s)?
If so, when?
�_i
QU�Sl"IE�I� :' R�SPC)I�S� ; �C3MIVI�NTS:;
1' N I U/NR
�— .
38 Is there now, or has there ever been any water damage in X
! the building(s),whether from flooding, plumbing, roof leaks,
,
or other sources?
If so, when?
39 Has there ever been any sort of Indoor Air Quality (IAQ) or X
mold testing conducted in the building(s)?
Summarized Historical Use:
\ ,�
�_i
USER QUESTIONNAIRE
EMG has been retained to conduct a Phase I Environmental Site Assessment (ESA) of the following property. (�__,\
The Phase I ESA will involve site observations, interviews, and a review of available documentation. To ensure
the success of the assessment, and in accordance with the ASTM 05 Scope of Work for this assessment, which '
documents certain User responsibilities, we are submitting this questionnaire to help you meet those
responsibilities. Please complete this questionnaire and return via email or by fax to 410-785-6220 (within one
business day of receipt).
Date:
Name of person completing questionnaire: Not returned to EMG
Company:
Length of association with property:
Phone Number:
Property Name/Address: Dendy Parkway& Remington Avenue, Temecula, California
EMG Project Number: 116168.15R-001.135
Directions: Please answer all questions to the best of your knowledge and in good faith. Mark the column
corresponding to the appropriate response. Additional details necessary to explain any yes or
unknown responses should be provided in the"Comments"column.
Note: U/NR indicates"Unknown" or"No Response", and "N/A" indicates not applicable.
! ' ' Qt�E�TIC}N ; i R...��P�7N�E C;OI�IM�N"f� '
,; > ,
Y :' �t lJlNFt .''
1 Are you aware of any pending, threatened, or past litigation
relevant to hazardous substances or petroleum products in,
on, or from the property?
2 Are you aware of any pending, threatened, or past
administrative proceedings relevant to hazardous substances
or petroleum products in, on or from the propert ?
3 Are you aware of any notices from any governmental entity _
regarding any possible violation of environmental laws or ( �
possible liability relating to hazardous substances or '\__J
petroleum products?
4 Are you aware of any environmental cleanup liens against
the property that are filed or recorded under federal,tribal,
state or local law?
5 Are you aware of any Activity and Use Limitations, such as
engineering controls, land use restrictions or institutional
controls that are in place at the site and/or have been filed or
recorded in a re ist under federal, tribal, state or local law?
6 As the user of this ESA do you have any specialized
knowledge or experience related to the property or nearby
properties? For example, are you involved in the same line of
business as the current or former occupants of the property
or an adjoining property so that you would have specialized
knowledge of the chemicals and processes used by this type
of business?
7 Does the purchase price being paid for this property
reasonably reflect the fair market value of the property? If
you conclude that there is a difference, have you considered
whether the lower purchase price is because contamination
is known or believed to be present at the propert ?
8 Are you aware of commonly known or reasonably
ascertainable information about the property that would help
the environmental professional to identify conditions
indicative of releases or threatened releases? For example,
as user
8a Do you know the past uses of the property?
8b Do you know of specific chemicals that are present or once �
were present at the property?
;Q��STtON ,;! R�SPC)I�S� : Ct�MM�f�ITS;;
< , , ; .
X N: UINR
___,, 8c Do you know of spills or other chemical releases that have
� taken place at the property?
8d Do you know of any environmental cleanups that have taken
place at the property?
9 As the user of this ESA, based on your knowledge and
experience related to the property are there any obvious
indicators that point to the presence or likely presence of
contamination at the property?
�� J
\_i
OWNER QUESTIONNAIRE
EMG has been retained to conduct a Phase I Environmental Site Assessment (ESA) of the following property. �
The Phase I ESA will involve site observations, interviews, and a review of available documentation. To ensure ( �
the success of the assessment, and in accordance with the ASTM 05 Scope of Work for this assessment we are �\_ -�
required to ask the following questions to the Owner or Owner representative. Please complete this
questionnaire and return via email or by fax to 410-785-6220 (within one business day of receipt).
Date:
Name of person completing questionnaire: Not returned to EMG
Company:
Length of association with property:
Phone Number:
Property Name/Address: Dendy Parkway& Remington Avenue, Temecula, California
EMG Project Number: 116168.15R-001.135
Please check one: Owner Representative
Directions: Please answer all questions to the best of your knowledge and in good faith. Mark the column
corresponding to the appropriate response. Additional details necessary to explain any yes or
unknown responses should be provided in the"Comments"column.
Note: U/NR indicates"Unknown"or"No Response", and "N/A" indicates not applicable.
Q...If��T..I..Q�I ' R��P�NS� �UMME;MTS
Y ' I� lJlNR ::
, ,
1 Are you aware of any pending, threatened, or past litigation
relevant to hazardous substances or petroleum products in,
on, or from the property?
2 Are you aware of any pending, threatened, or past
administrative proceedings relevant to hazardous substances
or petroleum products in, on or from the property?
3 Are you aware of any notices from any governmental entity -
regarding any possible violation of environmental laws or ( �
possible liability relating to hazardous substances or �_=%
etroleum products?
�/
\
�
Appendix E:
Laboratory Analytical Results
� �
�_;
�___�
,
No documents have been associated
with this appendix.
<�
�,!
\
�
Appendix F:
Supporting Documentation
��
�,_�
8/18/2015 Property Information Center
Tuesday,August18,2015
S��€�:€�,���Br�
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Property Information for the 2014-2015 tax year as of January 1,2014
Property Information Assessed Value Information
Parcel Number: 909370042-4
Property Address: Land 1,860,176
Legal Description: Lot 1 MB 430/066 TR 35181 Full Value 1,860,176
Property Type: N/A Total Net 1,860,176
Assessment Description: NiA Assessment Information
Year Built N/A Assessment Number: 909370042-4
Square Feet: N/A Tax Rate Area: 013-014
Bedroom: N/A Taxability Code: 0-00
Bath: N/A Base Year: 2013
Pool: N Parcel Map
Lot Size: 13.62 Acres
Sales Information �#�"���r'���`��'�`�''
Last Recorded Document:04/2012
Recording Number: 0194269
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City Sphere: TEMECULA Tax Assessment DistrictClTY OF TEMECULA
Supervisorial District: JEFF STONE CITY OF TEMECULA INC DISPUTE
Landuse Designation: CITY COUNTY FREE LIBRARY
Agriculture Preserve: NOT IN AN AGRICULTURE COUNTY STRUCTURE FIRE PROTECTION
PRESERVE ELS MURRIETA ANZA RESOURCE CONS
School District: TEMECULA VALLEY UNIFIED ELSINORE AREA ELEM SCHOOL FUND
Water District: WMWD FLOOD CONTROL ADMINISTRATION
Fema Flood Plan: FLOOD ZONE X FLOOD CONTROL ZONE 7
GENERAL
GENERALPURPOSE
M W D WEST 14TH FR 1302013
MT SAN JACINTO JUNIOR COLLEGE �
RANCHO CAL WfR SAN R DIV pEBT SV
RCWD-SANTA ROSA ID2-SEWER ---�
RIV.CO.OFFICE OF EDUCATION
TEMECULA COM SVS
TEMECULA PUBLIC CEMETERY
TEMECULA UNIFIED
TEMECULA UNIFIED B&I
WESTERN MUN WATER 14TH FRINGE
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Tuesday,August 18,2015
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Properly Information for the 2014-2015 tax year as of January 1,2014
Property Information Assessed Value Information
Parcel Number: 909370044-6
Property Address: Land 621,415
Legal Description: Lot 3 MB 430/066 TR 35181 Full Value 621,415
Property Type: N/A Total Net 621,415
Assessment Description: N/A Assessment Information
Year Built WA Assessment Number: 909370044-6
Square Feet: N/A Tax Rate Area: 013-014
Bedroom: WA Taxability Code: 0-00
Bath: N/A Base Year: 2013
Pool: N Parcel Map
Lot Size: 4.55 Acres
Sales Information ������Y��£"��'�`�"
Last Recorded Document:04/2012
Recording Number: 0194269
��:.lae��e���u���i��r�k"�z>c��L>vxa
City Sphere: TEMECULA Tax Assessment DistrictClTY OF TEMECULA
Supervisorial District: JEFF STONE CITY OF TEMECULA INC DISPUTE
Landuse Designation: CITY COUNTY FREE LIBRARY
Agriculture Preserve: NOT IN AN AGRICULTURE COUNTY STRUCTURE FIRE PROTECTION
PRESERVE ELS MURRIETA ANZA RESOURCE CONS
School District: TEMECULA VALLEY UNIFIED ELSINORE AREA ELEM SCHOOL FUND
Water District: WMWD FLOOD CONTROL ADMINISTRATION
Fema Flood Plan: FLOOD ZONE X FLOOD CONTROL ZONE 7
GENERAL
. GENERALPURPOSE
M W D WEST 14TH FR 1302013
� MT SAN JACINTO JUNIOR COLLEGE
RANCHO CAL WTR SAN R DIV DEBT SV
RCWD-SANTA ROSA ID2-SEWER
RIV.CO.OFFICE OF EDUCATION
TEMECULA COM SVS
TEMECULA PUBLIC CEMETERY
TEMECULA UNIFIED
TEMECULA UNIFIED B&I
WESTERN MUN WATER 14TH FRINGE
�/
http://pic.asrclkrec.com/KSearchDetails.aspx?Assessmerit=909370044 1/1
� �
Vacant Land
�� Dendy Parkway & Remington Avenue
�
Temecula, CA 92590
� Project #: 116168.15R-001.135
�
Inquiry Number: 4374342.3
August 05, 2015
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CerEi#ied Sanborn� Ma Re "+�rt $ro�r�5 '
� � Site Name: Client Name:
Vacant Land EMG
Dendy Parkway& Remington 222 Schilling Circle
Temecula, CA 92590 Hunt Valley, MD 21031
EDR Inquiry# 4374342.3 Contact: Erica Parker
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by EMG
were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance
maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only
Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the
Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting
www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the
collection as of the day this report was generated.
Gerti�etl 5anborn Resuits: •
Site Name: Vacant Land ��"D��
Address: Dendy Parkway& Remington Avenue
� �
City, State,Zip: Temecula, CA 92590 � p �
Cross Street: al��
P.O.# 116168.15R-001.135 "
Project: 116168.15R-001.135 Sanborn�Library search results
Certification# E20E-4457-96F6 certif�tioo#ezoF-a4e�-ssFs
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn,Bromley, Perris&
UNMAPPED PROPERTY Browne, Hopkins, Barlow and others which track
C � This report certifies that the complete holdings of the Sanborn; nistoricai property usage in approximately 12,000
Library, LLC collection have been searched based on Clletlt'; American cities and towns. Collections searched:
�
supplied target property information, and fire insurance maps,;
covering the target property were not found. ;✓r Library of Congress
✓University Publications of America
;✓EDR Private Collection
The Sanborn Library LLC Since 1866T"
Limited Permission To Make Copies
EMG (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this
report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR
Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon
compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request.
Disclaimer-Copyright and Trademark notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be
concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR
IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE
MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL
RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF
ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,
INCIDENTAL CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC.IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk
levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing
any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an
environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be
construed as legal advice.
Copyright 2015 by Environmentai Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission.
I
�� � EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are
the property of their respective owners.
4374342-3 page 2
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I
To: Sir Or Madam Date: 08/11/2015
Department: Temecula Fire Department
Email/Fax: 951.694.6414 Pages: 1
Telephone: 951.694.2426
Re: Assessor Parcel Numbers: EMG Project No: 116168.15R-
909-370-042 001.135
909-370-044
Dear Sir Or Madam:
EMG is an environmental consulting firm conducting an investigation on behalf of the property
owner of current and historical conditions which could potentially impact the environmental
condition of the above-referenced property. Through the Freedom of Information Act (FOIA), we
request any available information on file which is related to potential environmental issues
concerning the above-referenced property including:
How far back are records maintained by this
Department?
Are there any required Department environmental
permits, registrations, or notifications, and if any, the
C- -' compliance status and any reported violations
(including violation status)?
Are there any petroleum product/hazardous material
storage tanks, both aboveground and underground?
Are there any releases of petroleum products and/or
hazardous materials?
This completed form and any follow-up documentation may be faxed to 410.785.6220, emailed
to rf�emgcorp.com or mailed to:
EMG
Attn: Michael Henry, Senior Environmental Consultant
222 Schilling Circle, Suite 275
Hunt Valley, Maryland 21031
If you need additional information to complete this request, please contact me at 800.733.0660
x6539 or tjordan@emgcorp.com. Thank you for your prompt attention to this matter.
Sincerely,
Talmage Jordan
Project Manager
HEADQUARTERS: EMG CORPORATE CENTER 222 SCHILLING CIRCLE,SUITE 275 HUNT VALLEY,MARYLAND 21031 S00 733 0660 FAX 410 785 6220
www.emgcorp.com
C-�
�-
Appendix G :
Previous Documentation
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No documents have been associated
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Appendix H :
Regulatory Database Report
��t �I1 ����s �� �,pp�r�di� H ar� �
ir���ud�� ir� �hi� � � ��py� �f � ��,'
�F�� r�por�
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�� Project #: 116168.15R-001.135
Vacant Land
� Dendy Parkway & Remington Avenue
Temecula, CA 92590
Inquiry Number: 4374342.2s
August 05, 2015
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Executive Summary------------------------------------------------------- ES1
OverviewMap----------------------------------------------------------- 2
DetailMap-------------------------------------------------------------- 3
MapSummary----------------------------------------------------------- 4
MapFindings------------------------------------------------------------ 8
Orphan Summary--------------------------------------------------------- 15
Government Records Searched/Data Currency Tracking__________________________ GR-1
GEOCHECK ADDENDUM
GeoCheck - Not Requested
--�
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Please contact EDR at 1-800-352-0050
with any questions or comments.
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environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor
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TC4374342.2s Page 1
._
_... _
._
-_
= EKECUTiVE SU:MMARY ` '
�" , ' '
A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA's Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
DENDY PARKWAY&REMINGTON AVENUE
TEMECULA, CA 92590
COORDINATES
Latitude(North): 33.5125000-33°30'45.00"
Longitude(West): 117.1835000- 117° 11'0.60"
Universal Tranverse Mercator: Zone 11
UTM X(Meters): 482957.6
UTM Y(Meters): 3707927.2
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERN
Target Property Map: 5641304 MURRIETA, CA
Version Date: 2012
South Map: 5640254 TEMECULA, CA
- Version Date: 2012
C ,;�,
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20120519
Source: USDA
i
�_=.`
TC4374342.2s EXECUTIVE SUMMARY 1
M�PPE[��kT��SUMNIARY
Target Property Address:
DENDY PARKWAY& REMINGTON AVENUE \_�
TEMECULA, CA 92590
Click on Map ID to see full detail.
MAP RELATIVE DIST(ft. &mi.)
ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
A1 42108 ROICK RD EDR US Hist Auto Stat Same 398,0.075,SE
A2 42108 ROICK DR EDR US Hist Auto Stat Same 398,0.075,SE
3 J&R ENVIRONMENTAL IN 27226 VIA INDUSTRIA HWT Same 430,0.081,South
4 ABBOTT CARDIOVASCULA 42301 ZEVO DR RCRA-SQG Same 514,0.097,ESE
5 OPTI-FORMS,INC. 42310 WINCHESTER ROA ENVIROSTOR Same 2128,0.403,ESE
6 SYKES ELEMENTARY SCH VINEYARD PARKWAY/DRY ENVIROSTOR Same 4244,0.804,North
7 ARCO FACILITY#5500 4155 WINCHESTER Notity 65 Same 5199,0.985,ENE
C�__-)
\
�_J
4374342.2s Page 2
�__
EXECUTIU�E SUMI�IARY
�
�
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL_________________________ National Priority List
Proposed NPL_______________Proposed National Priority List Sites
NPL LIENS___________________Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL________________ National Priority List Deletions
Federal CERCLIS list
l i CERCLIS_____________________Comprehensive Environmental Response, Compensation, and Liability Information System
� - " FEDERAL FACILITY_________.Federal Facility Site Information listing
Federal CERCLIS NFRAP site List
CERC-NFRAP_______________.CERCLIS No Further Remedial Action Planned
Federal RCRA CORRACTS facilities list
CORRACTS__________________Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF_________________.RCRA-Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG__________________.RCRA-Large Quantity Generators
RCRA-CESQG_______________ RCRA-Conditionally Exempt Small Quantity Generator
Federal institutional contro/s/engineering controls registries
US ENG CONTROLS________.Engineering Controls Sites List
US INST CONTROL_________Sites with Institutional Controls
LUCIS________________________ Land Use Control Information System
�
� J.
TC4374342.2s EXECUTIVE SUMMARY 3
_�XE�UTIUE SUMMARY
���
�
Federal ERNS list
ERNS________________________ Emergency Response Notification System
Stafe-and tribal-equivalent NPL
RESPONSE__________________State Response Sites
State and tribal landfill and/or solid waste disposal site lists
SWF/LF______________________ Solid Waste Information System
Sfate and tribal leaking storage tank lists
LUST________________________.Geotracker's Leaking Underground Fuel Tank Report
SLIC_________________________ Statewide SLIC Cases
INDIAN LUST________________ Leaking Underground Storage Tanks on Indian Land
State and tribal registered storage tank lists
UST__________________________Active UST Facilities
AST__________________________Aboveground Petroleum Storage Tank Facilities
INDIAN UST_________________.Underground Storage Tanks on Indian Land
FEMA UST___________________ Underground Storage Tank Listing
Stafe and tribal voluntary cleanup sites
INDIAN VCP_________________.Voluntary Cleanup Priority Listing
VCP__________________________Voluntary Cleanup Program Properties �'"'�
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS__________ A Listing of Brownfields Sites
Loca/Lists of Landfill/Solid Waste Disposal Sites
DEBRIS REGION 9__________.Torres Martinez Reservation Illegal Dump Site Locations
ODI__________________________ Open Dump Inventory
SWRCY______________________ Recycler Database
HAULERS____________________Registered Waste Tire Haulers Listing
INDIAN ODI__________________ Report on the Status of Open Dumps on Indian Lands
WMUDS/SWAT______________.Waste Management Unit Database
Local Lists of Hazardous waste/Contaminated Sites
US CDL_____________________ Clandestine Drug Labs
HIST Cal-Sites_______________. Historical Calsites Database
SCH_________________________.School Property Evaluation Program
Toxic Pits_____________________Toxic Pits Cleanup Act Sites
CDL_________________________Clandestine Drug Labs
US HIST CDL_______________ National Clandestine Laboratory Register
\��/
TC4374342.2s EXECUTIVE SUMMARY 4
EXEC'UTII(E SUMMARY '
�_, ' " ' ;
Local Lisfs of Registered Storage Tanks
CA FID UST__________________ Facility Inventory Database
HIST UST____________________ Hazardous Substance Storage Container Database
SWEEPS UST_______________.SWEEPS UST Listing
Loca/Land Records
LIENS 2______________________ CERCLA Lien Information
LIENS________________________Environmental Liens Listing
DEED________________________ Deed Restriction Listing
Records of Emergency Re/ease Reports
HMIRS_______________________ Hazardous Materials Information Reporting System
CHMIRS_____________________.California Hazardous Material Incident Report System
LDS__________________________ Land Disposal Sites Listing
MCS_________________________ Military Cleanup Sites Listing
Other Ascertainable Records
RCRA NonGen/NLR_______. RCRA-Non Generators/No Longer Regulated
DOT OPS____________________ Incident and Accident Data
DOD_________________________.Department of Defense Sites
FUDS________________________ Formerly Used Defense Sites
CONSENT___________________ Superfund(CERCLA)Consent Decrees
ROD_________________________ Records Of Decision
UMTRf�_____________________ Uranium Mill Tailings Sites
_-�_
US MINES___________________.Mines Master Index File
i ) TRIS_________________________ Toxic Chemical Release Inventory System
- TSCf�_______________________ Toxic Substances Control Act
FTTS_________________________FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide, &Rodenticide
Act)/TSCA(Toxic Substances Control Act)
HIST FTTS___________________ FIFRA/TSCA Tracking System Administrative Case Listing
SSTS________________________.Section 7 Tracking Systems
ICIS__________________________ Integrated Compliance Information System
PADS________________________ PCB Activity Database System
MLTS________________________ Material Licensing Tracking System
RADINFO____________________ Radiation Information Database
FINDS_______________________.Facility Index System/Facility Registry System
RAATS_______________________RCRA Administrative Action Tracking System
RMP_________________________.Risk Management Plans
CA BOND EXP. PLAN________Bond Expenditure Plan
NPDES_______________________NPDES Permits Listing
UIC__________________________.UIC Listing
Cortese______________________."Cortese"Hazardous Waste&Substances Sites List
HIST CORTESE______________Hazardous Waste&Substance Site List
CUPA Listings________________CUPA Resources List
DRYCLEANERS_____________.Cleaner Facilities
WiP__________________________ Well Investigation Program Case List
ENF__________________________ EnforcementAction Listing
HAZNET_____________________ Facility and Manifest Data
EMI__________________________ Emissions Inventory Data
INDIAN RESERV_____________Indian Reservations
TC4374342.2s EXECUTIVE SUMMARY 5
EK�CUTIV`E SUMM�►RY
( �
;
SCRD DRYCLEANERS______.State Coalition for Remediation of Drycleaners Listing
WDS_________________________ Waste Discharge System
Financial Assurance__________ Financial Assurance Information Listing
PROC________________________Certified Processors Database
HWP_________________________ EnviroStor Permitted Facilities Listing
MWMP_______________________ Medical Waste Management Program Listing
LEAD SMELTERS___________.Lead Smelter Sites
US AIRS_____________________ Aerometric Information Retrieval System Facility Subsystem
EPA WATCH LIST___________.EPA WATCH LIST
US FIN ASSUR______________Financial Assurance Information
COAL ASH EPA_____________Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER________PCB Transformer Registration Database
COAL ASH DOE_____________.Steam-Electric Plant Operation Data
2020 COR ACTION__________.2020 Corrective Action Program List
PRP__________________________Potentially Responsible Parties
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP____________________ EDR Proprietary Manufactured Gas Plants
EDR US Hist Cleaners________EDR Exclusive Historic Dry Cleaners
SURROUNDING SITES:SEARCH RESULTS
Surrounding sites were identified in the following databases.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on ( � �
individual sites can be reviewed. \ �;I
Sites listed in bold italics are in multiple databases.
Unmappable(orphan)sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
Federal RCRA generators list
RCRA-SQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting
the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)
of 1984. The database includes selective information on sites which generate,transport,store,treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Small quantity
generators(SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month.
A review of the RCRA-SQG list,as provided by EDR, and dated 03/10/2015 has revealed that there is 1
RCRA-SQG site within approximately 0.125 miles of the target property.
Site Address Dist/Dir Map ID Page
ABBOTT CARDIOVASCULA 42301 ZEVO DR 0-1/8(0.097 mi.)ESE 4 8
�\/V 1
TC4374342.2s EXECUTIVE SUMMARY 6
EXECUTI�'E S�lrVIMARY
�������
State-and tribal-equivalent CERCLIS
ENVIROSTOR:The Department of Toxic Substances Control's(DTSC's)Site Mitigation and Brownfields
Reuse Program's(SMBRP's) EnviroStor database identifes sites that have known contamination or sites for which
there may be reasons to investigate further. The database includes the following site types: Federal
Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State
Superfund;Voluntary Cleanup;and School sites. EnviroStor provides similar information to the information
that was available in CalSites, and provides additional site information, including, but not limited to,
identification of formerly-contaminated properties that have been released for reuse, properties where
environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk
characterization information that is used to assess potential impacts to public health and the environment at
contaminated sites.
A review of the ENVIROSTOR list, as provided by EDR,and dated 05/04/2015 has revealed that there are
2 ENVIROSTOR sites within approximately 1 mile of the target property.
Site Address Dist/Dir Map ID Page
OPTI-FORMS,INC. 42310 W/NCHESTER ROA 1/4-1/2(0.403 mi.)ESE 5 11
Status:Inactive-Needs Evaluation
Facility Id:71003354
SYKES ELEMENTARY SCH V/NEYARD PARKWAY/DRY 1/2-9(0.804 mi.)N 6 12
Status:No Further Action
Facility Id:33650022
( � ADDITIONAL ENVIRONMENTAL RECORDS
�
OtherAscertainable Records
Notify 65: Listings of all Proposition 65 incidents reported to counties by the State Water Resources
Control Board and the Regional Water Quality Control Board. This database is no longer updated by the
reporting agency.
A review of the Notify 65 list, as provided by EDR, and dated 10/21/1993 has revealed that there is 1
Notify 65 site within approximately 1 mile of the target property.
Site Address Dist/Dir Map ID Page
ARCO FACILITY#5500 4155 WINCHESTER 1/2-1 (0.985 mi.)ENE 7 14
HWT:A listing of hazardous waste transporters. In California, unless specifically exempted, it
is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued
by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique
registration number.
A review of the HWT list, as provided by EDR, and dated 07/13/2015 has revealed that there is 1 HWT
site within approximately 0.25 miles of the target property.
Site Address Dist/Dir Map ID Page
J&R ENVIRONMENTAL IN 27226 VIA INDUSTRIA 0-1/8(0.081 mi.)S 3 8
Reg Num:5069
'�
TC4374342.2s EXECUTIVE SUMMARY 7
;:
: ' EXECUT�1/E �UMMARY ' '
� �
�
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR US Hist Auto Stat: EDR has searched selected national collections of business directories and has collected
listings of potential gas station/filling station/service station sites that were available to EDR
researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include
gas station/filling station/service station establishments. The categories reviewed included, but were not
limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station,
service station, etc. This database falls within a category of information EDR classifies as "High Risk
Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past
sites and operations that typically create environmental concerns, but may not show up in current government
records searches.
A review of the EDR US Hist Auto Stat list, as provided by EDR, has revealed that there are 2 EDR US
Hist Auto Stat sites within approximately 0.25 miles of the target property.
Site Address Dist/Dir Map ID Page
Not reported 42108 ROICK RD 0-1/8(0.075 mi.)SE A1 8
Not reported 42108 ROICK DR 0-1/8(0.075 mi.)SE A2 8
� �_�
_�.
�_�/
TC4374342.2s EXECUTIVE SUMMARY 8
,:
EXECUTIVE SUMMA�Y
� %.
There were no unmapped sites in this report.
� �
I
�___`
TC4374342.2s EXECUTIVE SUMMARY 9
OVERVIEW MAP - 4374342.2S
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SITE NAME: Vacarrt Land CLIENT: EMG
ADDRESS: Dendy Parkway&Remington Avenue CONTACT: Erica Parker
Temecula CA 92590 INQUIRY#: 4374342.2s
LAT/LONG: 33.5125/117.1835 DATE: August 05,2015 10:41 am
Copyripht�2015 EDR,Inc.m 2010 Tele Atlas Rel.07/2009.
DETAIL MAP - 4374342.2S
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�`� TargetProperty o �n va ` irzuues
� Sites
1 Manufactured Gas Plants � Indian Reservations BIA � Areas of Concern
t Sensitive Receptors o y�� Power transmission lines
� ' National Priority List Sites ;'a^,a` Pipelines
;� Dept.Defense Sites � 100-year flood zone
���� � 500-year flood zone
This report inclutles Interactive Map Layers to
tlisplay and/or hide map information.The
�.� legend includes only those icons for the
default map view,
SITE NAME: Vacant Land CLIENT: EMG
ADDRESS: Dendy Parkway&Remington Avenue CONTACT: Erica Parker
Temecula CA 92590 INQUIRY#: 4374342.2s
LAT/LONG: 33.5125/117.1835 DATE: August 05,2015 10:42 am
Copyright m 2015 EDR,Inc.m 2010 Tele Atlas Rel.07/2009.
� ��
Appendix I : �
Res u m es
�
�
_..-\
� ��� ��u��
........................................................................._....................................................._..._......................................................................................................................................._..................................._......._.._...............................................................
���x�.�� ����:�
Senior Engineenng Con��ultant : Indu.rtry Tenure
A/E: 2003
ENV: 2003
Educatlor! EMG: December,2010
Bachelor of Science in Biological Engineexing,The Universiry of � j�elutecl E�,�e�ience
Georgia,2003
Industrial Facility Poxtfolios
Assisted Living Portfolios
Project Experience Hospitality Portfolios
■ The Fisk Building,New York,New York—As a Project Retail Poxtfolios
Manager,Mr. Henry perfoxmed a Property Condition Assessment Multi-family Housing Portfolios
and Phase I Environmental Site Assessment of this 27-story office Gasoline Service Stations
building in Midtown Manhattan. His knowledge of structural and Dry Cleanexs
mechanical building elements,as well as his knowledge of
regulatory framewark and experience with historical environxnental : Inclil�tl'�/F..xpeYzeYtCe
issues,was cxucial to the level of detail required fox this assessment. : Office
His repoxt was clear and concise,yet thorough. He provided the Industrial
infoxmation that was essential to the client's needs. Housing/Multi-family
Hospitality
■ The Pennsylvanian,Pittsburgh,Pennsylvania—Mr.Henry Healthcare
completed a Property Condition Assessment and Phase I Retail/Wholesale
( Environmental Site Assessment of this hi-xise apartxnent building, ; Ac•tive License.r/Ae�i.rtration
convexted fxom historical use as an office building and downtown b
train station. During his evaluation of the facilities,Mr.Henry Georgia Certified"Engineer-in-
conducted interviews with the pxoperty managex and maintenance Training",License No.
staf£ He also conducted extensive historical research and reviews 021691,2003
of prior xeports and documentation His findings included AAI/ASTM E 1527-05
infoxmation on existing building conditions,site improvements, Envixonmental Professional
mechanical and electrical systems, code and accessibility (EP)
information, and information on historical dry cleaning and
commercial tenants. His expertise and recommendations wexe € xe�iol2cill.00cltiol2
highly valued by the client. Adanta,GA
■ Grinnell Water Wotks Building, Charlotte,North Carolina—
Mr. Henry served as the Project Managex on a Property Condition
Assessment and Phase I Environmental Site Assessment of this
office building,converted from histoxic industrial use. The
property is listed on the National Registex of Historic Places,and
Mr. Henry's assessment included observations of the facility and
systems,xeview of pxevious assessment xeports,interviews with
pxoperty staff,and research of municipal records. The client found `
his observations critical to their final business decision.
,
�"�� � DUE DILIGENCE FOR THE LIFE CYCLE OF REAL ESTATE.
800.733.0660 • www.emgcorp.com
��� ������ �� �
......_......._......._ _.................. ... .........._........_........_............._....................................... .........._.......... ...._...................... ....... . �..... ..... ......... .... .........._.............. .. . ...._..._.............................. .
���� ������.
SeniorF.nvironmentczl Con.rultc�nt I�adustry Tenzare
■ Environmental: 2002
■ EMG: 2014
Education
: Kelc�ted F..�c�erienc•e
■ Bachelor of Science in Biology,University of Glasgow,Scodand, ■ Phase I Environmental Site
United Kingdom,2002 Assessment
■ Transaction Screen Reports
Project Experience � • Asbestos Surveys
■ Asbestos Management Plans
■ Aitpott artd Industrial Development, Opa Locka,FL—Ms. ■ Asbestos Project Design
Hoover performed a Phase I Environmental Site Assessment of ■ Indoor Air Quality
this 176 acre airport property that had been developed to include (��Assessments
an automobile dealership,a 150,000 square foot multiple tenant ■ LEED IAQ Testing
industrial building,a 500,000 square foot mail sorting and ■ Industrial Hygiene Surveys
distribution center,and a gasoline station. She completed the ■ Mold Assessments
assessment as part of the refinance of the property. She reviewed ■ Financial Portfolios
the condition of the property and developed a thorough report. ■ Retail Portfolios
■ Gasoline Service Station, WestPoint,MS—Ms.Hoover served
as the project manager on the Phase I Environmental Site : I12GIZf.f'tY�l E.�2YlC12G'C
Assessment of a former gasoline service starion. The client was ■ Government Facilities -
able to obtain funding through a Brownfields grant using the ; ■ Office � �
report. ■ Industrial � "
■ Matina Propetty,FortMyers,FL—Ms.Hoover performed a ' Housing/Multi-family
Phase I Environmental Site Assessment of this 30 acre marina ' Higher Education
property that had been developed as a full-service marina since the ; ' Hospitality
early 1950s. She completed the assessment as part of a foreclosure ; ' Petroleum
of the property. Based upon the findings of the assessment,a ' Financial
Phase II Subsurface Investigation was conducted,which revealed ' Healthcare
contaminants of concern above reportable levels.The report was ' Retail/Wholesale
critical in assisting the client make the appropriate business decision ;
regarding the site. ; 1�ctive Licen.res/I�egistration
■ Matina Propetty,Key West,FL—Ms.Hoovex performed a ' Florida Mold Assessor
Phase I Environmental Site Assessment of a former marina in Key ' ' Florida Asbestos Inspector
West,Florida as part of foreclosure of the property. The property ' Florida Asbestos Contractor
was identified as a leaking underground storage tank site;however, � Supervisor
through completion of the report,Ms.Hoover identified that the ' Florida Asbestos Management
release had been attributed to the wrong property in error. She was ; Planner
able to resolve the discrepancy with the regulators,which led to the ; ' Florida Asbestos Project
release being rescinded and the case was closed prior to Designer
foreclosure.
: Kegionall.oc•ation
■ Tampa,FL
��
YOUR PARTNER IN REAL ESTATE LIFECYCLE PLANNING & MANAGEMENT
800.733.0660 • www.emgcorp.com
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
��
Appendix 5: LID Infeasibility
LID TechnicallnfeasibilityAnalysis
N/A, since LID is feasible
(
�
-46-
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
�'�
I
�
Appendix 6: BMP Design Details
BMP Sizing, Design Details and other Supporting Documentation
�
l _-'
-47-
� ����� Dendy Parkway Lot 1 of PM 35181 Job No: 71802
BMP Calculations By: BCK
( r,������,� ���,r,��;��,���� ,y4���v�,,,,�r. UndergroundlnfiltrationBasin Date: 11/11/2016
Sheet: 1 of 1
Line
Ref This calculation precedes determination of DCV due to reconfiguration of Basin favoring Lot 4 of PM 35181:
Imperv Tributary to Area
1 Drainage Pervious -ious Proposed Elected Contributes
Area ID Area Area Area Area Infiltration Water Quality to DCV
DA (sfl (ac) (st� (sfl Proposed Use Basin? Disposition Calculation?
2 1 383,908 8.813 63,776 320,132 Developed Site Yes Infiltration BMP Yes
3 2 50,821 1.167 33,364 17,457 Developed Site No Perv.self-treating; Yes
D/W drains to sumps
4 3 24,511 0.563 24,511 0 Conservation Esmt No Existing mostly Yes
maintained&self-
5 4 90,006 2.066 90,006 0 Conservation Esmt No treating Yes
6 5 44,230 1.015 44,230 0 Reconfigured Basin of No Water quality part of No
Lot 4 of PM 35181 other projectlpermit
7 DAs 1-4: 549,246 12.609 211,657 337,589
8 DAs 1-5: 593,476 73.624 255,887 337,589
9
10 549,246 sf is used to determine the DCV (=DAs 1-4 Area from L7) d
11 12.609 acres is used to determine the DCV(=DAs 1-4 Area from L7)
12 This drainage area for DCV consideration is broken into 2 Drainage Management Areas:
13 337,589 sf,DMA I(total Impervious) Imperviousness is 61.46% (=L13/V Area)in%
14 211,657 sf,DMA P(total Pervious) Perviousness is 38.54% (=L14/L7 Area)in%
15 See Table D.4 of the WqMP for the DCV calculations
16 (result shown belowj
17 24,738 cf,DCV
� 18 The permit requires infiltration of the DCV onsite. It is proposed to infiltrate the DCV onsite
` _ . 19 using an underground infiltration system. Stormtech MC-4500 chambers have been selected
20 for storage and infiltration of the DCV.
21 25,006 cf,volume of Chambers provided per Stage Storage spreadsheet attached.
22 As discussed in Section D.1 of the WQMP,the design infiltraiton rate of
23 1.125 in/hr,was based on a factor of safety of 2 applied to the average of two shallow
24 percolation tests performed within the planned infiltration area.The two measured infiltration
25 rates were 2.48 and 2.02 inches/hour. (2.48+2.02)/2/2=1.125 in/hour
26 5,659 sf,bottom area of chambers(per manufacturer Stage-Storage spreadsheet(next page)
27 with corrosponding layout shown in the WQMP site map(attached Appendix 1).
28 48 hrs,required maximum time for drawdown of full chambers at conclusion of storm.
29 47.7 hrs,actual time for drawdown of full chambers at conclusion of storm. L21/L23 x 12/L26
30 See additional information on the operation and maintenance of the chambers in Appendix 9.
�,
Project: Dendy Distribution Center �
Chamber Model- MC-450Q -: �c�rmTech�
Units- �Im e�ial'� - •�`�,;"'�•""'`""'�'
. p , . Click Here for Metdc
/ Number of Chambers- �� 140',�;:�,�; '�'�"'.�`'"��,
I Number of End Caps- 10, ,;;;= .
Voids in the stone(porosity)- 40';';.`�'`%
Base of Stone Elevation- 59�00 ' ft Q Include Perimeter Stone in Calculations !
Amount of Stone Above Chambers- 12 'in
Amount of Stone Below Chambers- 12;. in
Area of system- '" 5,659 `' sf Min.Area- 5442 sf min.area
_
Height of Incremental Single Incremental Incremental' Increm,ental Incremental ` Incremenfal Ch; Curriulative
System Ghamber Single End Cap Chambers End Cap ' Stone E6 and Stone,. System; Elevation `
` inches' cubic feet cubic fee$ cubic Peet, cubic feet ' cubic feet cukic feet : cubic feet ''feet
84 0.00 0.00 0.00 0.00 188.63 188.63 25006.01 66.00
83 0.00 0.00 0.00 0.00 188.63 188.63 24817.37 65.92
82 0.00 0.00 0.00 0.00 188.63 188.63 24628.74 65.83
81 0.00 0.00 0.00 0.00 188.63 188.63 24440.11 65.75
80 0.00 0.00 0.00 0.00 188.63 188.63 24251.47 65.67
79 0.00 0.00 0.00 0.00 188.63 188.63 24062.84 65.58
78 0.00 0.00 0.00 0.00 188.63 188.63 23874.21 65.50
77 0.00 0.00 0.00 0.00 188.63 188.63 23685.57 65.42
76 � 0.00 0.00 0.00 0.00 188.63 188.63 23496.94 65.33
75 0.00 0.00 0.00 0.00 188.63 188.63 23308.31 65.25
74 0.00 0.00 0.00 0.00 188.63 188.63 23119.67 65.17
73 0.00 0.00 0.00 0.00 188.63 188.63 22931.04 65.08
72 0.04 0.00 5.73 0.00 186.34 192.07 22742.41 65.00
71 0.12 0.01 16.25 0.10 182.09 198.45 22550.33 64.92
70 0.16 0.03 23.06 0.26 179.30 202.63 22351.89 64.83
69 0.21 0.05 29.22 0.48 176.75 206.45 22149.26 64.75
68 0.27 0.07 37.57 0.68 173.34 211.58 21942.80 64.67
67 0.45 0.09 63.39 0.88 162.93 227.19 21731.23 64.58
j 66 0.67 0.11 93.14 1.13 150.93 245.19 21504.03 64.50
65 0.80 0.14 111.86 1.41 143.32 256.60 21258.84 64.42
64 0.91 0.17 127.14 1.68 137.11 265.92 21002.24 64.33
63 1.00 0.19 140.41 1.92 131.70 274.03 20736.32 64.25
62 1.09 0.22 152.23 2.15 126.88 281.26 20462.29 64.17
61 1.16 0.24 162.89 2.41 122.51 287.81 20181.03 64.08
60 1.23 0.27 172.76 2.70 118.45 293.91 19893.22 64.00
59 1.30 0.30 181.96 2.98 114.66 299.59 19599.30 63.92
58 1.36 0.32 190.54 3.23 111.12 304.90 19299.71 63.83
57 1.42 0.35 198.62 3.48 107.79 309.89 18994.81 63.75
56 1.47 0.37 206.27 3.71 104.64 314.62 18684.92 63.67
55 1.53 0.39 213.52 3.94 101.65 319.11 18370.30 63.58
54 1.57 0.42 220.43 4.17 98.79 323.39 18051.19 63.50
53 1.62 0.44 226.99 4.40 96.07 327.47 17727.80 63.42
52 1.67 0.46 233.27 4.63 93.47 331.37 17400.32 63.33
51 1.71 0.48 239.28 4.84 90.99 335.10 17068.95 63.25
50 1.75 0.50 245.01 5.05 88.61 338.67 16733.85 63.17
49 1.79 0.53 250.50 5.25 86.33 342.09 16395.18 63.08
48 1.83 0.55 255.81 5.45 84.13 345.39 16053.09 63.00
47 1.86 0.56 260.88 5.64 82.02 348.55 15707.71 62.92
46 1.90 0.58 265.77 5.83 79.99 351.59 15359.16 62.83
45 1.93 0.60 270.46 6.02 78.04 354.52 15007.56 62.75
44 1.96 0.62 274.97 6.20 76.16 357.34 14653.05 62.67
43 2.00 0.64 279.32 6.38 74.35 360.05 14295.71 62.58
42 2.03 0.66 283.50 6.56 72.61 362.67 13935.66 62.50
41 2.05 0.67 287.53 6.73 70.93 365.19 13572.99 62.42
40 2.08 0.69 291.41 6.90 69.31 367.62 13207.80 62.33
39 2.11 0.71 295.13 7.07 67.75 369.96 12840.18 62.25
38 2.13 0.72 298.74 7.24 66.24 372.22 12470.22 62.17
37 2.16 0.74 302.21 7.40 64.79 374.40 12098.00 62.08
36 2.18 0.76 305.56 7.56 63.39 376.50 11723.60 62.00
35 2.21 0.77 308.77 7.72 62.04 378.53 11347.10 61.92
34 2.23 0.79 311.87 7.87 60.74 380.48 10968.57 61.83
�-% 33 2.25 0.80 314.84 8.02 59.49 382.35 10588.09 6175
32 2.27 0.82 317.71 8.21 58.27 384.18 10205.74 61.67
31 2.29 0.84 320.46 8.41 57.09 385.95 9821.56 61.58
30 2.31 0.85 323.10 8.46 56.01 387.57 9435.61 61.50
29 2.33 0.86 325.63 8.59 54.95 389.16 9048.04 61.42
Height of Inereri�ental Single Incremental Incremental Inc'remental: Incremental` Increm�ntal Ch, Cumulati�e
System Ghamber�' Single End Cap ; Ghambers End Cap ,, Stone .,�i EC anti Stone -: System, Elevation
'inches ' cubi`c,feet . cubic feet ' c'`u`bic feef cubic fee't cubic feet cuh"i'c feet '° cubic-feet feet '
28 2.34 0.87 328.06 8.72 53.92 390.70 8658.88 61.33
�--.
27 2.36 0.89 330.39 8.85 52.94 392.18 8268.17 61.25
( 26 2.38 0.90 332.61 8.98 52.00 393.59 7876.00 61.17
25 2.39 0.91 334.74 9.10 51.10 394.94 7482.41 61.08
24 2.41 0.92 336.76 9.22 50.24 396.23 7087.47 61.00
23 2.42 0.93 338.70 9.34 49.42 397.46 6691.24 60.92
22 2.43 0.95 340.53 9.46 48.64 398.63 6293.79 60.83
21 2.44 0.96 342.28 9.57 47.90 399.74 5895.16 60.75
20 2.46 0.97 343.93 9.67 47.19 400.80 5495.42 60.67
19 2.47 0.98 345.49 9.78 46.53 401.79 5094.63 60.58
18 2.48 0.99 346.96 9.88 45.90 402.74 4692.83 60.50
17 2.49 1.00 348.36 9.98 45.30 403.63 4290.09 60.42
16 2.50 1.01 349.68 10.07 44.74 404.48 3856.46 60.33
15 2.51 1.02 350.91 10.16 44.21 405.28 3481.98 60.25
14 2.51 1.02 352.06 10.24 43.71 406.02 3076.71 60.17
13 2.53 1.03 353.77 10.33 42.99 407.09 2670.69 60.08
12 0.00 0.00 0.00 0.00 188.63 188.63 2263.60 60.00
11 0.00 0.00 0.00 0.00 188.63 188.63 2074.97 59.92
10 0.00 0.00 0.00 0.00 188.63 188.63 1886.33 59.83
9 0.00 0.00 0.00 0.00 188.63 188.63 1697.70 59.75
8 0.00 0.00 0.00 0.00 188.63 188.63 1509.07 59.67
7 0.00 0.00 0.00 0.00 188.63 188.63 1320.43 59.58
6 0.00 0.00 0.00 0.00 188.63 188.63 1131.80 59.50
5 0.00 0.00 0.00 0.00 188.63 188.63 943.17 59.42
LL 4 0.00 0.00 0.00 0.00' 188.63 188.63 754.53 59.33
3 0.00 0.00 0.00 0.00 188.63 188.63 565.90 59.25
2 0.00 0.00 0.00 0.00 188.63 188.63 377.27 59.17
1 0.00 0.00 0.00 0.00 188.63 188.63 188.63 59.08
/
(
\ �
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.
� ��StormTech� ��
� � Pa*.z'
Detention•Retention•Water Quality
Subsurface Stormwater ManagementSM ��: �
�._ i
`; .
StormTechTM ��
,��,
MC-4500 Chamber ' '� �'� � � '
:ti �,
Designed to meet the most stringent industry „�` �t , .� ;; ��r �
performance standards for superior structural
integrity while providing designers with a
cost-effective method to save valuable land
and protect water resources.The StormTech
system is tlesigned primarily to be used
under parking lots thus maximizing land
usage for commercial and municipal 1
applications.
StormTech MC-4500 Chamber(not to scale) StormTech MC-4500 End Cap(not to scale)
Nominal Chamber Specifications Nominal End Cap Specifications
�-- Size(L x W x H) 52"(1321 mm)x 100"(2540 mm)x 60"(1524 mm) Size(L x W x H) 35.1"(891 mm)x 90.2"(2291 mm)x 59.4"(1509 mm)
ohamber Storage 106.5 ft3(3.01 m3) Entl Cap Storage 35.7 ft3(1.01 m3)
Min.Installed Storage` 162.6 ft3(4.60 m3) Min.Installed Storage` 108.7 ft3(3.08 m3)
Nominal Weight 120 Ibs(54.4 kg) Nominal Weight 120 Ibs(54.4 kg)
"This assumes a minimum of 12"(305 mm)of stone above,9"(229 mm)of stone below chambers, 'This assumes a minimum of 12"(305 mm)of stone above,9"(229 mm)oi stone below,l2"(305 mm)of
9"(229 mm)of stone between chambers/end caps and 40%stone porosity. stone perimeter,9"(229 mm)of stone between chambers/end caps and 40%stone porosity.
Shipping
8 chambers/pallet as.3"(1227 mm) 30.7��
NSTALLED
11 pallets/truck
(781 mm)
INSTALLED
52.0"
(1321 mm)
60.0"
(1524 mm)
32.8" (832 mm)
�-�' 35.1" (891 mm)
� 100.0"(2540 mm) -�
Storage Volume Per Chamber/End Cap ft�(m3) Amount of Stone Per Chamber
Bare Chamber/End Cap and Stone Stone Foundation Depth
ENGLISH
Unit Volume-Stone Foundation tons(yds3) 9"(229 mm) 12"(305 mm) 15"(381 mm) 18"(457 mm)
Storage Depth in.(mm)
� ft3(m3) 9"(229 mm) 12"(305 mm) 15"(381 mm) 18"(457 mm) Chamber 7.4(5.2) 7.8(5.5) 8.3(5.9) 8.8(62)
End Cap 9.6(6.8) 10.0(7.1) 10.4(7.4) 10.9(7.7)
Chamber 106.5(3.02) 162.6(4.60) 166.3(4.71) 169.9(4.81) 173.6(4.91) METRIC kg(m3� 229 mm 305 mm 381 mm 457 mm
End Cap 35.7(1.01) 108.7(3.08) 111.9(3.17) 1152(326) 118.4(335) Chamber 6681(4.0) 7117(42) 7552(4.5) 7987(4.7)
NOTE:Assumes 9"(229 mm)min.row spacing, 12"(305 mm)min.of stone End Cap 8691(52) 9075(5.4) 9460(5.6) 9845(5.9)
above, 40%stone porosity and includes the bare chamber/end cap volume. NOTE:Assumes 12"(305 mm)of stone above,9"(229 mm)min.row
End cap volume assumes 12"(305 mm)min.stone perimeter.
spacing,and 12"(305 mm)min.of perimeter stone in front of end caps.
Volume of Exca�ation Per Chamber/End Cap in yd3(m3)
Stone Foundation Depth
9"(229 mm) 17'(305 mm) 15"(381 mm) 18"(457 mm)
Chamber 10.5(8.0) 10.8(8.3) 11.2(8.5) 11.5(8.8)
End Cap 9.3(7.1) 9.6(7.3) 9.9(7.6) 10.2(7.8)
NOTE.�Assumes 9"(229 mm)min.of separation between chamber rows, 12"
(305 mm)min.of perimeter in front of end caps,and 24"(610 mm)of cover.
The volume of excavation will vary as the depth of cover increases.
General Cross Section
"Contact your local StormTech representative or visit www.stormtech.com for a copy of the latest installation instructions.
CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2787
°STANDARD PRACTICE FOR STRUCTUR4L DESIGN OF THERMOPLASTIC
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS."
NOMINAL 3/4"-2"(19 mm-51 mm) GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35%FINES,
CLEAN,CRUSHED,ANGULAR STONE COMPACT IN 12°(305 mm)MAX LIFTS TO 95°h STANDARD PROCTOR
�ENSIIY.SEE THE TABLE OF ACCEPTABLE FILL MATERIALS.
ADS 801 NON-WOVEN GEOTEXTILE(OR EQUAL)
ALL AROUND CLEAN,CRUSHED,ANGULAR STONE PAVEMENT DESIGN(PER .
ENGINEER'S DRAWINGS)
I I I I I � ; 'TO BO'fTOM OF FLEXIBLE PAVEMENT.FOR UNPAVEO -:�
C _ 'INSTALLATIONS WHERE RUTfING FROM VEHICLES MAY.'-, 24„ 7.0'
OCCUR,INCREASE COVER TO 30'(762 mm) (2.13 m)MAX.
i �lllll -
(610 mm)MIN.'
I I I II 12"(305 mm)MIN.
'llll I
-111
I I-1
=111
IIIIII�
Illiill 60"
7524 mm)
- 112"MI .
I1�-1 (305 mm)
-I I I DEPTH OF STONE TO BE DETERMINED
�II I II BY DESIGN ENGINEER
�=1 I 1=1 I 1=1 I 1= 1=1I 1=1 I I =W 1=1I 1=1 I 1=1I 1=1 I1=1 I1=1�=111-1-1I 1=1 I 1=1I 1=1 I 1=1I 1=1 I1= 1=1 I 1=1 I 1=1I 1=1 I I I I I-I I 1=1 I 1=1 I 1=1I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I 1=1 I I-I I' 9'(229 mm)MIN.
1I-_�i_-_ - - -_�_ -_- � I IJ I I-�JTI=1I I-1I ITI _I I1=1I1=1I1=1I1=1I I,,I I-1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I I '
I-I I I-I I I-I I L I I-I I I-I I-I I I-I I I-I I 1=1I i=1 I 1=1 I I-I I 1=1 -
-i I� I-"' I N u i-i i I I I-I I 1=1 N- ' I I 1-1 I li i�I I I-1I 1=i� ��i=1 I I-I I I-''- 'i I=1 I 1=1 I I-1I I=r ' - '-I I 1-1 I 1,-1I I-I I I-i��=i i i=i i i--�
9"(229 mm) 100"(2540 mm) 12"(305 mm)MIN.
MG4500 END DESIGN ENGINEER IS MIN.
CAP RESPONSIBLE FOR ENSURING
THE REQUIRED BEARING
CAPACITY OF SUBGRADE SOILS
THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
, SECTION 12.12 FOR EARTH AND LIVE LOADS,WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.
�
t
StormTech�
Detention•Retention• Water Quality
Diuision of�LD
20 Beaver Road,Suite 104 I Wethersfield I Connecticut I 06109
860.529.8188 I 888.892.2694 I fax 866.328.8401 I fax 860-529-8040 I www.stormtech.com ' �
`=�Ativanced Drainage Systems,the ADS logo,the green stripe,are registered trademarks of Advanced Drainage Systems. �
StormTech and MC-4500 are registered trademarks of StormTech,Inc.
Green Building Council Member logo is a registered trademark of the U.S.Green Building Council.
ADS"Terms and Conditions of Sale"are available on the ADS website,www.atls-pipe.com MIIOEINTHEUS0.
OO 2010.StormTech,Inc. Printed in the U.S.A.on recycletl paper g�� S26B1110
MC-4500 TECHNICAL SPECIFICATION
NTS
CREST
STIFFENING RIB CREST
VALLEY WEB
� STIFFENINGRIB UPPERJOINT
CORRUGATION
60.0" 59.4"
FOOT (1524 mm) (1509 mm)
LOWER JOINT CORR.
a BUILD ROW IN THIS DIRECTION � 100.0"(2540 mm) ---� � g0.2"(2291 mm) --I
48.3" r- 52.0"
(1227 mm) ' • (1321 mm)
INSTALLED '�
30.7"
(781 mm)
INSTALLED
NOMINAL CHAMBER SPECIFICATIONS
SIZE(W X H X INSTALLED LENGTH) 100.�"X 60.0"X 48.3" (2540 mm X 1524 mm X 1227 mm)
CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m')
MINIMUM INSTALLED STORAGE 162.6 CUBIC FEET (4.60 m')
WEIGHT 130.0 Ibs. (59.0 kg)
� �) NOMINAL END CAP SPECIFICATIONS
� - SIZE(W X H X INSTALLED LENGTH) 90.2"X 59.4"X 30.7" (2291 mm X 1509 mm X 781 mm)
END CAP STORAGE 35.7 CUBIC FEET (1.01 m')
MINIMUM INSTALLED STORAGE* 108.7 CUBIC FEET (3.08 m')
WEIGHT 135.0 Ibs. (612 kg) J 35.1"
I (891 mm) �
*ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS,
12"(305 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY.
STUBS AT BOTfOM OF END CAP FOR PART NUMBERS ENDING WITH"B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T'
PART# STUB B C
MC4500REPEO6T 6"(15D mm) 42.54"(1.081 m) —
MC4500REPE066 -- 0.86"(22 mm)
MC4500REPE08T g�(200 mm) 40.50"(1.029 m) —
MC4500REPE08B -- 1.01"(26 mm)
MC4500REPE10T 10"(250 mm) 38.37"(975 mm) —
MC4500REPE106 -- 1.33"(34 mm)
MC4500REPE12T 12"(300 mm) 35.69"(907 mm) —
MC4500REPE12B -- 1.55"(39 mm)
MC4500REPE15T 15"(375 mm) 32.72"(831 mm) —
MC4500REPE15B -- 1.70"(43 mm)
MC4500REPE18TC 18"(450 mm) Z9•36"(746 mm) — �
MC4500REPE186C -- 1.97"(50 mm)
MC4500REPE24TC 23.05"(585 mm) — B
24"(600 mm)
MC4500REPE246C -- 2.26"(57 mm) �
MC4500REPE306C 30"(750 mm) -- 2.95"(75 mm)
MC4500REPE36BC 36"(900 mm) -- 3.25"(83 mm)
MC4500REPE426C 42"(1050 mm) -- 3.55"(90 mm)
��--% NOTE:ALL DIMENSIONS ARE NOMINAL
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE
12-24"(300-600 mm)SIZE ON SIZE AND 15-48"(375-1200 mm)ECCENTRIC MANIFOLDS. �
CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED
FOR PIPE SIZES GREATER THAN 10"(250 mm)
THE INVERT LOCATION IN COLUMN'B'ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE.
ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS o
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AASHTO MATERIAL COMPACTION / DENSITY W o =
; � MATERIAL LOCATION DESCRIPTION � Z � �
CLASSIFICATIONS REQUIREMENT o cn � W �
FINAL FILL: FILL MATERIAL FOR LAYER'D'STARTS � � � = Z
FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. ,� � � U o
D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT U U �
GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REC2UIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. � � Z
MAY BE PART OF THE'D'LAYER � ao a
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AASHTO M145 BEGIN COMPACTIONS AFTER 24"(600 mm)OF Q ` o
A-1,A-2-4,A-3 � a
INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% MATERIAL OVER THE CHAMBERS IS REACHED. Z �k �
STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. COMPACT ADDITIONAL LAYERS IN 12"(300 mm) a v �
C STONE('8'LAYER)TO 24"(600 mm)ABOVE THE �R MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR �— ' �
TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU qqSHTO M43' WELL GRADED MATERIAL AND 95%RELATIVE � Q � y
SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, DENSITY FOR PROCESSED AGGREGATE o a �
9,10 MATERIALS. �
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EMBEDMENT STONE: FILL SURROUNDING THE CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' �
g CHAMBERS FROM THE FOUNDATION STONE('A' DISTRIBUTION BETWEEN 3/4-2 INCH(20-50 mm) 3,4 NO COMPACTION REQUIRED. Z �
� LAYER)TO THE'C'LAYERABOVE. p w
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FOUNDATION STONE: FILL BELOW CHAMBERS a z Z
A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT � Z�
O F T H E C H A M B E R. DISTRIBUTION BETWEEN 3/4-2 INCH(20-50 mm) 3,4 SURFACE.23 � N�
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PLEASE NOTE: v�i c�i
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, ��
ANGULAR NO.4(AASHTO M43)STONE". a
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. Q a
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION Y w�
EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH F�R COMPACTION REQUIREMENTS. U �g
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ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND PAVEMENT LAYER(DESIGNED > �w
CLEAN,CRUSHED,ANGULAR STONE IN A$B LAYERS BY SITE DESIGN ENGINEER) � _�
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PERIMETERSTONE � ireeR�nsEcov�aroaq^�isommj�:., a` 24" �2� m� a g � W�
(SEE NOTE 6) , � �: , ,., :- . = . . ; - _ _ - ,t, (600 mm)MIN* � � � W =y
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EXCAVATION WALL , . " , � 0 8 � =g
(CAN BE SLOPED OR VERTICAL) _ - - 60" � - g�
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- I I I I-I I 1-1 I i-' � I-1I I I I 1=1 I 1=i��_��i=i i i=�- BY DESIGN ENGINEER 9"(230 mm)MIN W d o
12"(300 mm)MIN I "� - g� " - o$
MC-4500 SUBGRADE SOILS (230 mm)MIN 100"(2540 mm) 12"(300 mm)TYP o=
END CAP (SEE NOTE 5) J o �a
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NOTES:
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1. MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". � p M Z a
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2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". � J� N�
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3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS. � w�
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4. THE"SITE DESIGN ENGINEER"REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. � ��
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5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH � m�
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. � ��
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�— � 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. � �N
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7. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' 4 ��
OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION.
SHEET
1 OF 1
COVER PIPE CONNECTION TO END OPTIONAL INSPECTION PORT
CAP WITH ADS GEOSYNTHETICS 601T f/)
NON-WOVEN GEOTEXTILE -� � � �
MC-4500 CHAMBER � � � �
/� MC-4500 END CAP W Z � �
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STORMTECH HIGHLY RECOMMENDS . , ,�- .,, ' . � �� � � Z
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FLEXSTORM PURE INSERTS IN ANY UPSTREAM : � ' � � � � � O � V °
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STRUCTURES WITH OPEN GRATES ' ' ' � � ' ' ' � ' ' �� � � ° � � �' " � " �� " � �' " " � �:� � ' � � � � � (� �
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SUMP DEPTH TBD BY : � . aL � .> o � W o 0
SITE DESIGN ENGINEER � '' '� � ` '�` ' � �` � c�
(24"[600 mm]MIN RECOMMENDED) w�
24"(600 mm)HDPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN � ��
USE FACTORY PRE-CORED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS >z
PART#:MC4500REPE24BC 10.3'(3.1 m)MIN WIDE CONTINUOUS FABRIC WITHOUTSEAMS Y Z Z
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MC-4500 ISOLATOR ROW DETAIL � �W
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STEP 1 INSPECT ISOLATOR ROW FOR SEDIMENT 18"(450 mm)MIN WIDTH � a � �
) PAVEMENT � W z y
A. INSPECTION PORTS(IF PRESENT) � � ° � v��i a
A.1. REMOVE/OPEN LID ON NYLOPLAST WLINE DRAIN CONCRETE COLLAR o � o 0 0
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED � � � � `�' ��
A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG 12"(300 mm)NYLOPLAST INLINE � W g
° _�'
A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) '.:�' .^ '�� DRAIN BODY W/SOLID HINGED � m � — a N
A.5. I F S E D I M E N T I S A T,O R A B O V E,3"(8 0 m m)P R O C E E D T O S T E P 2.I F N O T,P R O C E E D T O S T E P 3. '�f�� • 4 � � C O V E R O R G R A T E � ° � � o�
B. ALL ISOLATOR ROWS %/�\�//�k l�I/��..i \�!/�v',\\ PART#2712AG10N L � � w o
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW CONCRETE SLAB :1/�a'-:.!/�I� /I k!� I I�!/It` SOLID COVER:1299CGC a � o¢
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B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 8"(200 mm)MIN THICKNESS GRATE:1299CGS � - =w
i) M IRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ' ` � ° � w W
ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE FLEXSTORM CATCH IT ` � '� �y
B.3. I F S E D I M E N T I S A T,O R A B O V E,3"(8 0 m m)P R O C E E D T O S T E P 2.I F N O T,P R O C E E D T O S T E P 3. �� *� ` ` � � o�,
PART#6212NYFX 'r�� °° a o
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JENAC PROCESS WITH USE OF OPEN GRATE o a
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF45"(1.1 m)OR MORE IS PREFERRED p �_
B. APPLY MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER IS CLEAN 10"(250 mm)INSERTA TEE 10"(250 mm)ADS N-12 > N o�
C. VACUUM STRUCTURE SUMP AS REQUIRED HDPE PIPE m r�i a a
PART#10N12ST451P Z �t o W
INSERTA TEE TO BE CENTERED ¢ _ � F�
STEP 3) REPLACE ALL COVERS,GRATES, FILTERS,AND LIDS;RECORD�BSERVATIONS AND ACTIONS. ON CORRUGATION CREST W � � �w
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STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. � �� o w
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MC-4500 CHAMBER � � ��
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1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS � a N
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
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� 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. ,� , � �
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MC-4500 INSPECTION PORT DETAIL ~�
NTS SHEET
1 OF 1
NYLOPLAST DRAIN BASIN & STEEL BAR GRATE ASSEMBLY
j � ' (ADD-A-BRANCH & FLEXSTORM INSERT ARE OPTIONAL)
GRATE
(STEEL)
FLEXSTORM
CATCH-IT/PC+
TRANSITION PLATE
OFOR FLEXSTORM
(HDPE OR STAINLESS STEEL)
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FRAME
(STEEL)
BASE PLATE
(DUCTILE IRON)
ADD-A-BRANCH
GASKET
DRAIN BASIN BODY
(PVC)
; ADD-A-BRANCH
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FLEXSTORMTM Inlet Filter Specifications and Work Instructions
Product: FLEXSTORM Inlet Filters
Manufacturer: Inlet & Pipe Protection, Inc www.inletfilters.com
A subsidiary of Advanced Drainage Systems (ADS) www.ads-qipe.com
1.0 Description of Work:
1.1 The work covered shall consist of supplying, installing, and maintaining/cleaning of the
FLEXSTORM Inlet Filter assembly. The purpose of the FLEXSTORM Inlet Filter system is to
collect silt and sediment from surFace storm water runoff at drainage locations shown on the
plans or as directed by the Engineer. FLEXSTORM PURE, permanent filters, are capable of
removing small particles, hydrocarbons, and other contaminants from drainage "hot spots".
2.0 Material:
2.1 The FLEXSTORM Inlet Filter system is comprised of a corrosion resistant steel frame and a
replaceable geotextile sediment bag attached to the frame with a stainless steel locking band.
The sediment bag hangs suspended from the rigid frame at a distance below the grate that shall
( allow full water flow into the drainage structure if the bag is completely filled with sediment.
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2.2 The FLEXSTORM Inlet Filter frame includes lifting handles in addition to the standard overFlow
feature. A FLEXSTORM Removal Tool engages the lifting bars or handles to allow manual
removal of the assembly without machine assistance. The frame suspension system on most
rectangular designs is adjustable in °/2" increments up to 5" per side should the casting or
drainage structure have imperfections.
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2.3 FLEXSTORM CATCH-IT Inlet Filters for temporary inlet protection: The FLEXSTORM CATCH-
IT framing is galvanized or zinc plated for corrosion resistance. The "FX" Woven Polypropylene
filter bag is the design standard, although the "IL" Nonwoven geotextile is also available if
preferred by the engineer. These products are typically used for temporary inlet protection
lasting 3 months (short term road work)to 5 years (residential developments).
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2.4 FLEXSTORM PURE Inlet Filters for permanent inlet protection: The FLEXSTORM PURE
framing is comprised of 304 stainless steel with a 25 year life rating. Multiple filter bags are
available: FX, FX+, PC, PC+, LL and others. The Post Construction "PC+" is the design
,- standard consisting of the "FX" Woven Polypropylene sediment bag lined with Adsorb-it filter
' fabric, which is made from recycled polyester fibers. The "PC+" includes a replaceable
hydrocarbon skimmer pouch strapped to the bottom of the bag for advanced TPH removal.
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3.0 Filter Bag Specifications and Capabilities:
3.1 Material Properties (taken from manufacturers average roll value):
(22"depth) (12"depth) Clean Water
FLEXSTORM FILTER BAGS Flow Rate Mn A.OS. (US
STD Bag P/N Short Bag P/N �GPM/SqFt) �e��
FX:Standard Woven Bag FX FX-S 200 40
FX+:Woven w/Oil Skimmer FXP FXP-S 200 40
FXO:Woven w/Oil Boom FXO FXO-S 200 40
PC:Post Construction Bag PC PC-S 137 140
� ,, PC+:PC W/Oil Skimmer PCP PCP-S 137 140
LL•Litter and Leaf Bag LL LL-S High 3.5
IL:IDOT Non-Woven Bag IL IL-S 145 70
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3.2 Standard Bag Sizes and Capabilities: Bag Sizes are determined by clear opening dimensions of
the drainage structure. Once frame design size is confirmed, Small -XL bag ratings can be
confirmed to meet design criteria. Ratings below are for standard 22" deep bags.
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1.6 12 0.8 0.9 66 155
•� 2.1 1.8 12 1.3 96 185
�- 3.8 22 1.5 1.6 120 209
42 3.6 2.4 2.6 192 370
4.0 Tested Filtration Efficiency and Removal Rates: Filtration Efficiency, TSS, and TPH testing
performed under large scale, real world conditions at accredited third party erosion and sediment
control testing laboratory. (See Full Test Reports at www.inletfilters.com )
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Inside View of Hopper With Outlet Pipe Area Inlet Simulated Showing
Hopper Agitator Leading To Area Inlet Influent Discharge From Pipe
4.1 FLEXSTORM "FX" Filtration Efficiency Test Results: All testing performed in general
accordance with the ASTM D 7351, Standard Test Method For Determination of Sediment
Retention Device Effectiveness in Sheet Flow Application, with flow diverted into an area inlet.
Test Soil used as sediment had the following characteristics with a nominal 7% sediment to water
concentration mix. This is representative of a heavy sediment load running off of a construction
site.
Soil Characteristics Test Method Value Filtration Efficiency of"FX"
FLEXSTORM Ba
% Gravel 2
% Sand ASTM D 422 60
% Silt 24
'�_. % Cla 14 82%
Li uid Limit, % ASTM D 4318 34
Plasticit Index, °/a 9
Soil Classification USDA Sand Loam
Soil Classification USCS Silt Sand SM
�� FL T�RM
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4.2 FLEXSTORM "PC" and "PC+" Test Results: TSS measured on effluent samples in
accordance with SM 2540D and TPH in accordance with EPA 1664A.
110 micron Ave Flow %TSS Soil Retention
Product Tested Sediment Load Rate GPM Removal Efficiency
FLEXSTORM PC 23 99.28% 98.96%
1750 mg/L using
Sediment Bag OK-110 Silica Sand 48 99.32% 99.25%
and Clean Water
70 98.89% 98.80%
Product Tested Street Sweep Particle Size of % TSS Soil Retention
Sediment Load Sediment Load Removal Efficiency
FLEXSTORM PC 2.5% = 100 Ibs Sed/ .001 mm — 10.0 mm gg,68% 95.61%
__
Sediment Bag 4000 Ibs water (median 200 micron)
� �
Product Tested Hydrocarbon Ave Flow Rate % TPH Oil Retention
Load GPM Removal Efficiency
FLEXSTORM PC+ 243 mg/L using 750 19 99.04% 97.22%
FLEXSTORM PC mL (1.45 Ib) used 20 97.67% 91.61%
motor oil + lube oil
FLEXSTORM PC+ and clean water 92 g6.88% 99.11%
5.0 Identification of Drainage Structures to Determine FLEXSTORM Item Codes:
5.1 The Installer(Contactor) shall inspect the plans and/or worksite to determine the quantity of each
drainage structure casting type. The foundry casting number or the exact grate size and clear
opening size will provide the information necessary to identify the required FLEXSTORM Inlet
Filter part number. Inlet Filters are supplied to the field pre-configured to fit the specified
drainage structure. Item Codes can be built using the FLEXSTORM Product Configurator at
www.inletfilters.com. Detailed Submittal /Specification drawings are linked to each Item Code
� and available for download by engineers and contractors to include on plans and/or verify field
- inlet requirements. An example of a typical drawing is shown below.
�� FL T�RM
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�LEXST❑R�1 P/Ns 6zSHD�X & 6zSHDFXP
HD4 INLET TY?E� SGUARE/RECT PRECAST ❑PENING WITH 4 SEAT GRATE SUP?ORIf
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u�.m � m.'a�� m� wmio�n �css�
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NOTES.
w" ALL PRODUCTS MANUFACTURED
AVAILApLE V[7�NSaSUFFIX RATINGSDREDUCED BDEP50� 'SHORT' 12' ➢EPTH BAGS ARE ��� ��e VV.NSE FIL ERS.0 M�CTION, INC
2. TFE«LUVING REOLIIRES ADDITIONPL REVIEW •.����.��'�t4e¢
CBGG>287-8G55 PH
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-GRATES VITH EXTENOEO BOTTOMS IN�02[NLETFILTERS.COM
-qyY pgST�UCTED INLET OPENINGS � C F$M A
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6.0 Installation Into Standard Grated Drainage Structures:
6.1 Remove the grate from the casting or concrete drainage structure. Clean the ledge (lip) of the
casting frame or drainage structure to ensure it is free of stone and dirt. Drop in the
FLEXSTORM Inlet Filter through the clear opening and be sure the suspension hangers rest
firmly on the inside ledge (lip) of the casting. Replace the grate and confirm it is elevated no
more than 1/8", which is the thickness of the steel hangers. For Curb Box Inlet Filters: Insert
FLEXSTORM CATCH IT Inlet Filter as described above, pull the rear curb guard flap up and
over the open curb box until tight, align magnets to ensure firm attachment to the top portion of
the curb box casting. If the curb back opening is not magnetic, slide a typical rock sack or 2 x 4
through the 2-ply rear curb box flap to create a dam which will direct runoff into the sediment
bag.
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I 7.0 Maintenance Guidelines: The frequency of maintenance will vary depending on the application
(during construction, post construction, or industrial use), the area of installation (relative to grade
and runoff exposure), and the time of year relative to the geographic location (infrequent rain,
year round rain, rain and snow conditions). The FLEXSTORM Operation & Maintenance Plan
(as shown in 7.5) or other maintenance log should be kept on file.
7.1 Frequency of Inspections: Construction site inspection should occur following each 'h" or more
rain event. Post Construction inspections should occur three times per year(every four
months) in areas with year round rainfall and three times per year(every three months) in areas
with rainy seasons before and after snowfall season. Industrial application site inspections
(loading ramps, wash racks, maintenance facilities) should occur on a regularly scheduled basis
no less than three times per year.
7.2 General Maintenance for standard sediment bags: Upon inspection, the FLEXSTORM Inlet
Filter should be emptied if the sediment bag is more than half filled with sediment and debris, or
as directed by the Engineer. Remove the grate, engage the lifting bars or handles with the
FLEXSTORM Removal Tool, and lift the FLEXSTORM Inlet Filter from the drainage structure.
Machine assistance is not required. Dispose of the sediment or debris as directed by the
Engineer. As an alternative, an industrial vacuum may be used to collect the accumulated
sediment if available. Remove any caked on silt from the sediment bag and reverse flush the
bag for optimal filtration. Replace the bag if the geotextile is torn or punctured to '/2" diameter or
', greater on the lower half of the bag. If properly maintained, the Woven sediment bag will last a
minimum of 4 years in the field.
7.3 Inspection and Handling of the FLEXSTORM PC/ PC+ post construction sediment bag: The
PC+ sediment bags will collect oil until saturated. Both the Adsorb-it filter liner and the skimmer
pouch will retain oil. The volume of oils retained will depend on sediment bag size. Unlike
other passive oil sorbent products, Adsorb-it filter fabric has the ability to remove hydrocarbons
at high flow rates while retaining 10- 20 times its weight in oil (weight of fabric is 12.8 oz/sq
yd). The average 2' x 2' PC Bag contains approx .8 sq yds, or 10 oz of fabric. At 50%
saturation, the average Adsorb-it lined PC filter will retain approximately 75 oz (4.2 Ibs) of oil.
Once the bag has become saturated with oils, it can be centrifuged or passed through a wringer
to recover the oils, and the fabric reused with 85% to 90% efficacy. If it is determined, per
Maintenance Contracts or Engineering Instructions, that the saturated PC sediment bags will be
completely replaced, it is the responsibility of the service technician to place the filter medium
and associated debris in an approved container and dispose of in accordance with EPA
regulations. Spent Adsorb-it can be recycled for its fuel value through waste to energy
incineration with a higher BTU per pound value than coal. The oil skimmers start white in color
and will gradually turn brown/black as they become saturated, indicating time for
replacement. The average skimmer pouch will absorb approximately 62 oz (4 Ibs) of oil before
requiring replacement. To remove the pouch simply unclip it from the swivel strap sewn to the
bottom of the bag. Dispose of all oil contaminated products in accordance to EPA guidelines.
The ClearTec Rubberizer media used in the pouch, since a solidifier, will not leach under
- pressure and can be disposed of in most landfills, recycled for industrial applications, or burned
as fuel.
r FL T�RM
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7.4 Sediment Bag Replacement: When replacing a Sediment Bag, remove the bag by loosening or
cutting off the clamping band. Take the new sediment bag, which is equipped with a stainless
steel worm drive clamping band, and use a drill or screw driver to tighten the bag around the
frame channel. Ensure the bag is secure and that there is no slack around the perimeter of the
band. For Oil absorbent boom bags, simply replace the oil boom or pouch when saturated by
sliding it through the mesh support sleeve.
�
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' FL T�RM
;- ° ���..�`�' �nEk T"���M
7.5 Operation & Maintenance Plan. (Download at www.inletFilters.com or www.ads-pipe.com )
FLEXSTORM OPERA�I�N
AMC� �►+1AINTENI�►�ICE PL4�1 � , ������
,�.
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.���� �a�������
�O�ERAiE�O�I�1'I+�A��+ITE(VAIIECE PLAN
�e��rdr+a��mr�s
1.�grasefr�ne ttn�dra��e muc¢tne
2.�le3m sttxie and d"drt�nnrm�ledgp�OiP)�mF d�denag�e sta�c-
4ure� ���TV'A,�iLl'RFtrIL'iY4►!i I IVi1:
3.�rmp�tlae�E1C5Tl'�Iow inl�tToltlertihrou�o tFoe clear ap�x-
ieag su�a+B�alGElo�lean�ers tr9t Tam6y an tF�6ip mEthe stru�c
.. ��@����t������� ,. Da�.TE �"�'�1C PERFCIF�P+�IED I�ISPECTOFd
than a,`ffi°'„'7Fae Khii�nesss cf 2he stse�haic�ers.
Ft�eaumw'�Assec�on��
i.Mr�inm�Id1�uriml@aowieng arep rain�ae��f"_
�.Paz¢wemLu�ion un�ees shou6d vea�a�4t�mes p�er
}ear_Na aaoa�l adEecit�cegimns adr�tional iszpecbons
slmuld aaFie�:;pllaae tlr�ore aord ait�er snowfalA seuo�.
3.IediusYnial.apptlia¢iora s�e inspaCtions W�oeding ramps,
wa�o cads,�maemrenoaeece iadlities]�shouAd acacr on a ceg�u-
�� �� lart@ysdre�ded6asisnoflesstharo3�timesfygar
�
w-�suae���:
1 FreqptytMesedmer�thag i�rooareffiare Fal6�led with
sedimen[and d�hris,mras diree[ed.
2.Reana�ae tlee prate.eragage the IBPoing 6aus vdRh tlae
FLdiSTd�R?rT t�emw�ral Tmol,amd liftfamm a�ainagestnadtur�
3.Oiapmse vF sed'on�a or�ais as drected by xFoe Fi�go-
reeerov Plkontenamoe wcotra�tt
4.aAeo ir�stnal wmucn ran be used bcr collec[sadonerct
5.Rertrcr.�olted ai sR fram sedirneM 6ag and flush asi6h
AA�tim�ra�,v with ap�timal filtratinn.
6.t6epllaae Eng iFmm ar punc3wred m>96"�ame�er on
low�ee 1ma�F aFbag.
l�at CansautPoo PC Bae Ili�ie�e7fan�e;
l..+ui 5096�sa�2urs6itm tFee saera�2'x^c'Ad�arLsid fined PC
�iupr ue��ee�dn�,�a¢cima�elyFs a¢d+�2 ks�oe ai��a
shwlal bexvsi��d.Yo rec�uerthe vulstfnef�r can be
�i�oc paaed tlameu�g�O a�ngver
�.Qi����ioc�eee pawd�essl��rt to tum bladc v�sad�raIDa±d,
i�ic�ingtimeSmc r�e��cem�eest£ad+CIe�vTec Rub6erirer
p�th wbl,afa�li'tSPerz(��:A�aJ of vil h�m�ereedimgre-
P��
3.L�sose of atlI�el�iinexoed products rn acmrdarw�
aoaixri�A gmeddic�es_CIeaT�c F.A�bbecize,siceoe a mlfidi�;
mn'tll�.R lead�n uirela pressrre and�eo be dspoaed uE ita
�I��recymed rex irdusrrial app�r�eas,.or
b�urtoad as�uel_
�.�cn�'eraeM Bae RemlxemenC
1.Remoa�tl�ae bag hy9noseming are�suirqy off claonP�*S�-
�.Take a�vv se�imemt hagarad 5ecure vromn�cive s➢amping
bmd ackhe 6r�ooe d�neL
3.Eresuoe��ia sea:m�aa�uhere is rea slacN:araumd pgima-
enee
�\
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
_ City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
;"� \
(
Appendix 7: Hydromodification
Supporting Detail Relating to compliance with the HMP Performance Standards
� -
''�
��_i
-48-
• • � • . � • � � • . • • • �
,� Stormwater Data ���' �� ,'��.1�r"� A`,, y�'``��.x/�` �,��'�,.�',�4;s� , ` I
Q Hydromodification Susceptibility Mapping '�,� �� �`js�,r� � y� '��^ "� ����q`��� `,`��r`+ .�'� ''"�
4''� r»�r�t y�,�Y''. +����� r��w'�'� �,�',�'V� ' ''�"`` .�
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. ... . , yr x '� +'���``r��i7�\ ?I'� e Py ��+ �
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. . , . � . . ,...i � � �,/�
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�(�� �� �.
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� , '. ✓ f;�`q��5:�� �r��� ��;;y� .'�. '����
��
�/ Hydromodification Exemption Areas � s�y4'g��,�i�„'"'���,y� '�g,i `n jj,���s� I
` .�r ti:I'y�r', `") �`': �^�' �'�
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I . -oli�al � r•r�.f � s �: �."'� /�
_ �_ � _. y . .^X°�4 ��
n
� District Facilities �� .'y�' " ' � � `�"��( , ;��,z : �, "�.
. "� �,,,,�w :
� Permit Areas - � � ���'' ` � ���`L"•
r . 4- . -�"�'Fo� � s«
� Hydrologic Unit Codes(HUC) � � ��� • . . . � . � i r�:
� „�,, , .. '�:y�`�, ""'S"�.�
�Topo9raphic Drainage Boundary '�.. � i , � '��'�
���
R
� Drainage Area Boundanes +�. �' �
, r' �+� I
� City Storm Drains , � � �,
.�R.. • �
. � .. � . t 4
�1NQMP 85%Design Isohyetal Map ,' ' � � � � . - 't� � i
�CRP(Contol Release Point) � ` ' � � , � y.,.� �
I
� FEh7A Flood Plain ' �� � � �"� �
J � . ,I
� Flood Plain-Other Special Studfes f �� i
��
� As-Bwlt Plans r, ;,, c�a� ,
� ' ��3 i
�
� Groundwater Data * _`�ft� !
� ;%, �,�
� U.S. Fish and Wildlife Critical Habitat i r�f�,'
: I
� WRMSHCP Potential Survey Areas � ,-.�.��<. ...:........ .. „_. . ,___,..�:.., w. .:`.�, ...» ., .' ,��;�`. . �
(������ Zoom-In of
Temecula Area
from
"Map 2 — Channel Susceptibility and Areas Exempted from
Hydromodification Requirements"
,� � � ��`' _
� ��a
r�,�: ,�
Dend ParkwaV Site �t"'"' "'`'' `''
Y J �;� ..it �: �`��.�.SY,4��U��B
within Potentially ,�'� , , �
Exempt blue area � ,�''` ,� \" �
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� ; � � +`���,'�� � �j/� .; U . �i,t) ���{f "�ilC���`.
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ai
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�f �-.: �: �X °�'�� ^ . ,� �``` TEM EC U LA
r� ��,r�.
Dendy Parkway Site drains to . �,y,`�� .,� °��:
Murrieta Creek and Santa .�"� �� ,�` `�b
Margarita River both of which � � �� �.� ����` �
i are considered "large rivers" or � � �� '�" '� ;���� � �
sufficient sumps to make them ,�ty ��= � �
,.,. ..
. �z
not susceptible to �:<� �.
hydromodification requirements. �' ��`
.�. , � n� :� �.a
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- �a � a��`���� �
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N � `" � � �� f' "' � 'C ;�� ..� i��i��
r ' ��. r �,a�'ta'��`�Q' h:. .r,�rt ��,
�, : �" �
Though County-provided legend to
above map is difficult to read, it is
provided below for reference.
_ „�.,.. _. �,. .�. _
r Legend �
� Chann� ' ation Rec�uirements '
LakeslReservoi (
^� P� S� Not Exempt
�
�—�" ���/� N t'� � fs
�temp� �
�� Not Suscepti Riverside County
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
Appendix 8: Source Control
Pollutant Sources/Source Control Checklist
��
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-49-
0
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SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
� Appendix 9: 0&M
Operation and Maintenance Plan and Documentation of Finance, Maintenance and Recording Mechanisms
�
�
-50-
DOC#2017-0056008
02/08/2017 01:35 PM Fees: $105.00
Recording Requested By: Page 1 of 31
FIRST AMERICAN TITLE Recorded in O�cial Records
National Commercial Services County of Riverside
��� Peter Aldana
� � Assessor-County Clerk-Recorder
MCA Dendy, LLC
(Property Uwner's Name) **This document was electronically submitted
to the Cour�ty of Riverside for recording*`
AND WHEN RECORDED MAIL TO: Receipted by:SOPHIA#466
18818 Teller Avenue, Suite 250
(Property Owner's Mailing Address)
Irvine, California 92612
/LICS- 7��,��
SPACE ABOVE THIS LINE FOR RECORDER'S USE
RECORDING OF A
�
WATER QUALITY MANAGEMENT PLAN
OPERATION AND MAINTENANCE AGREEMENT
F�R
Dendy Distributian Center
(Name of Project�
41573 Dendy Parkway(Lot 1 of PM 35181)
(Address or Tract Map/Lot No.)
Temecula, California 92590
,�
�_ •----- -----�-- Page 1
DOC#2017-0056008 Page 2 of 31
.-�
Water Qualitv Manas�ement Plan
Oaeration and Maintenance Acareement
Property Owner Name: MCA Dendy, LLC
Property Owner Mailing Address: 18818 Teller Avenue, Suite 250
Irvine, Califomia 92612
Project Address or Location: 41573 Dendy Parkway (Lot 1 of PM 35181)
Temecula, California 92590
Project's Assessor Parcet Number: 909370042
This Operation and Maintenance Agreement (Agreement) is made in The City of
Temecula (City), a municipal agency, located in the County of Riverside,, State of
California, by{insert property owner) MCA Dendy,LLC
(Owner),this(insert day) of(insert month and year) ;
WHEREAS, #he Owner owns real property (Property} as described in Exhibit "A" and
depicted in Exhibit °B", each of which exhibit is attached hereto and incorporated by
reference, and has propased that the Property be developed in accordance with
governmental approvals issued by the City and other agencies having jurisdiction over
( the Property;
WHEREAS, at the time of initial approval of the development project(Project) known as
(insert name of project) Dendv Distribution Center
within the Property, the City required the Project to generate a Water Quality
Management Plan(WQMP). The WQMP describes how the Project proposes to remove
pollutants and minimize any adverse impacts from the discharge of storm water and
non-storm water runoff generated as a result of the Project, and includes structural and
nan-structural treatment devices, also known as °Best Management Practices" (BMPs),
that will be constructed, or installed, or implemented for this purpose. The precise
location(s)of these BMPs are depicted in the WQMP, on file with the City;
� WHEREAS, the Owner signed and certified the WQMP and accepted the requirement to
routinely inspect, ciean, maintain, repair, reconstruct,and replace the BMPs associated
with the Project in order to retain their original intent and effectiveness;
WHEREAS, this Agreement is transferable onto subsequent owners, heirs, executors,
administrators, representatives, and assigns(collectively "Successors") of this Property,
Project, and all associated BMPs;
WHEREAS,the Ovmer and Successors are aware that such operation and maintenance
requirements are in accordance with, and enforceable under, the Ci#y's Municipal Code
and State and Federal environmental laws regulating the discharge of pollutarrts in storm
water and non-stormwater runoff, and may also require compliance with Local, State,
and Federal laws and regulations pertaining to confined space entry and waste disposal
methods in effed at the time such mairitenance occurs;
,�
-- — Page 2 • —•— —
DOC#2017-0056008 Page 3 of 31
�r NOW THEREFORE, the Owner and Successors shall be subject to the fotiowing
conditions:
1. This /�qreement shall be recorded in the Office of the Recorder of Riverside
County, Califomia, at the expense of the Owner and shall constitute notice to the
Owner and all Successors of the title to said Property of the obligations required
by this Agreement. This Agreement shall also be accompanied by a copy of an
`Operation and Maintenance Manual', included in Exhibit °C", providing detailed
instructions on how and when each treatment BMP proposed for construction, or
installatiort, or implementation must be inspected, cleaned, maintained, repaired,
reconstructed, and replaced, if necessaty, (collectively "Maintained") in order to
retain their original intent and effectiveness.
2. Owner shaU, at their sole cost, expense, and liability, routinely maintain all BMPs
in a manner assuring peak performance at all times without request or demand
from the City vr other agency. All reasonable precautions shall be exercised in
the removal of any material(s) from the BMPs and the ultimate disposal of the
material(s) in a manner consistent with all retevant laws and regulations in effect
at the time of the recording of this Agreement. As may be requested from time to
time by the City, the Owner shall provide the City with documentation identifying
the inspections, maintenance activities, material(s) and quantity(ies) removed,
and disposal destinations.
3. Owner hereby provides the City complete access at any time and of any duration
during business hours to the BMPs, their immediate vicinity, and all legalty
accessible areas draining to them upon reasonable notice, or in case of
emergency as determined by the City without advance notice, for the purpose of
inspecting the BMPs and/or sampling runoff into and/or from the BMPs. The City
shall make every effort to minimize interFerence with the Owner's use of the
Property during these inspections and sampling activities.
4. {n the event the Owner fails to accomplish the necessary operation and
maintenance obligations required by this Agreement, the Owner hereby
authorizes the City to perform any maintenance necessary to restore the BMPs
to their original intent and effectiveness. Owner shall reimburse all expenses
associated with the City's maintenance activities to the City, including
administrative costs, attorney fees, and interest thereon at the maximum rate
authorized by the Civil Code. The City may also opt to use the proceeds from
any securities posted for the project, or place a lien on the Property in such
amount as will fully reimburse the City, to pay for such maintenance in order to
guarantee the continued performance of the BMPs.
5. Owner shall notify any successor to fitle of all or part of the Property about the
existence of this Agreement and provide such notice and a copy of this
Agreement prior to such Successor obtaining an interest in all or part of the
Property.
---�---------�-----... .....--..�---------- Page 3 ---•----
DOC#2017-0056008 Page 4 of 31
,� IN WfTNESS THEREOF,the Owner hereto affixes their signature as of the date first
written above.
OWNER 1: �tA�Dt«�.«- OWNER 211f more than one owner):
Ql�:wtt.�! �.s,e,I'hi��'�C.
J,� G�ca
Name � Name
ignature Signature
Gi�
Title Title
A notary acknowledgement is required for recordation(attach appropriate acknowledgement).
California
Acknowledgmen#
;
Att�ched
�
� ----�— ---�.�._._.-----�•-- -- Page 4 ---
DOC#2017-0056008 Page 5 of 31
,-,
CALIFORNIA ALL-PURPOSE ACKNOMILEDGMENT CIVIL CODE§1189
A notary public or other officer completing this certficate verifies only the identity of the individual who signed the
document to which this certificate is attached,and not the truihfutness,accuracy,or validity of that document.
State of California )
��.,
County of ' • (�'� )
n.
On��— 3 befwe me, t;� �(.1,� �n� l _��c� �C�.� . �' G - r �./ ,1`" �,�'=�l ��
Dat Here Insert Name and Titi of the O�cer
c�� /
personally appeared _��i,� � �� ��E:.-{-'�--� c��^!-�o M-�
Name(s)of Signer(s)
,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrumerrt and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies),and that by hisJher/their signature(s)on the instrument the person(s),
or the entity upon behalf of which the person(s)acted,executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph
� is true and correct.
; ���Y WITNESS my hand and official seal.
Commk:lon I 21070t0
�Z NMary Public-CeliforN� �'—._
z O�npe CouM�► Signature �� ~
a!^��ConNn.Ex iroe Ma 18 Z0/9
. Signa a u
Place Notary Seal Above
OPTIONAL
Though this section is optionai, completing ihis information can deter alterafion of the document or
fraudulent rieaattachment of this form to an unintended document.
Description of Attached Docum�t
Title or Type of Documerrt: Document Date:
Number of Pages: Signer(s) Other Than Named Above:
Capacity(ies)Claimed by Signer(s)
Signer's Name: Signer's Name:
❑Corporate Officer —Title(s): ❑Corporate Officer — Title(s):
❑Partner — ❑Limited �General O Partner — ❑Limited ❑General
❑individual ❑Attomey in Fact 0 Individual ❑Attomey in Fact
❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator
❑Other: ❑ Other:
Signer Is Representing: Signer Is Representing:
_ �2014 National Notary Association•www.NationalNotary.org•1-800-US NOTARY(1-800-876-682� Item#5907
DOC#2017-0056008 Page 6 of 31
� ,~ EXHIBIT A
LEGAL DESCRIPTION
PARCEL 1 OF PM 35181,RECORDED SEPTEMBER 2,2008, BOOK 430,PAGES 66-72.
_.�_.�----------------•----------- Page 5 ---•- ---
DOC#2017-0056008 Page 7 of 31
EXHIBIT B
STRUCTURAL BMP SITE MAP
CHERRY STREET
_" — --� — — —
HS BASIN
PHS BA�N PHSI BAS/N E"s�uE"T
EASEMENT �n��
�TIOM) Q
� I � � PROPERTY LlNE Q
� � (
1 I � f PHS BYPASS �'�'
S7t7RAlORAIN
J � avv Eas�avr
y I � � �u°���
� � � D£ND /ST /Bl1T/ON CENTER I
I auEoini�rT°c'�G
' I �
°� 2
Ir � o
r �
� f�0 STORA/TECH MC-4,�00 CHAMBERS �
I Mf1H PRE-7REA7MENT ISQLAR�R ROW W I
STORAGE YqLUME 25,006 l� h
� � w�si"�iauwc s�o°eo°rr'a�srauE V I
� A"�i i�T \
isoca saamx
ROW ACCE'SS ROW ACQESS
� —— AIANFlW.E MANtlOLE
:~
_— "'.... �
— RJGHT-QF-WAY
— �=� 1
DENDY ,,�,�,�o � � I
cot�m ..�-
�vs�a�a �ti �
,,...,� .._—�-- — -� vrrs arPnss
s��taN�,_� =
AND EASEMENT �,."o,,, Q
1NLET W/57ElVpUN
ANO INLE7'FlL1ER A�R 2
� �qy
\
�
�� �
�`� ASSESSORS PARCEL NUMB£R �
eo�-am-o�
EXH/B/TB OFO&MAGREEMENT
DENDYPARKWqYLOT f OFPM351Bf
STRUCTURAL BMPS/TEMAP
GR4PH/C SCALE �
I � - —� S�? 1
150' O l50' „�°1pN�'���� .f
Twn�ub 41.O�YO Y61-l7�EODD /
;\ ..____.__...-----__._.._._____.._._..___________...^ p�g _...._._.__._.._._..�----�--_
DOC#2017-0056008 Page 8 of 31
EXHIBIT C
Water Quality BMP
Operation and Maintenance Manual
for
Dendy Distribution Center
41573 Dendy Parkway
Temecula, CA 92590
Prepared for:
� MCA Dendy, LLC, 18818 Teller Avenue,Suite 250, Irvine, CA 92612
Jared Gordon,aufhorized signatory
Prepared by:
S68�0, Inc.
Planning, Engineering and Surveyfng
41689 Enterprise Circle North, SuiFe 126
Temecula,CA 92590
951-695-8900
Bradley C. Knepp, P.E.,CPESC, QSD
�
DOC#2017-0056008 Page 9 of 31
r�
�
BMP Operation and Maintenance Manual
1 Overview
1.1 Storm Drain System with Water Quality Best Management Practices(BMPs)
The storm drain system consists of driveways,curbs,gutters,catch basins,and underground
pipes.In addition,wa#er quality Best Management Practices(BMPs)are used to capture
and/or treat storm water nu►off in order to remove toxic environmental pollutants such as
pathogens,metals,nutrients,pesticides,organic compounds,sediments,trash,debris,oil and
grease.These are some of the most common potlutants typically found in storm water runoff
from built sites.The water quality BMP portion of the storm drain system is the subject of this
operation and maintenance manual.
1.2 Scope of the BMP Operation and Maintenance Manual ,
This BMP Operation and Maintenance Manual provides:
• Name,description,quantity,and primary targeted pollutants of each BMP,
� An estimated annual cost of maintenance for all BMPs,
• Expected maintenance actions for each BMP,
• Expected frequency of maintenance actions for each BMP,and
� • Reproducible forms for conducting inspections and recording maintenance actions
(inspection,maintenance,cleaning,repair,reconstruction,and replacement)for each
BMP,attached in Appendix A.
The location of each individuaI BMP can be found on the Structural BMP Site Map,Exhibit B
of this agreement.
2 Maintenance Responsibility
MCA Dendy,LLC,Jared Gordon,authorized signatory(Owner)shall be responsible for all
portions of the storm drain system on site and within the right-of-way of Dendy Parkway.The
Owner shall be responsible for all parts of the onsite storm drain system. The Owner shall not
be responsible for the stormwater basin(pond and fencing),storm drain pipe and storm drain
structures that convey flow from Lot 4 of PM 35181 through Lot 1 of PM 35181 (the subject
site).These areas are within an easement favoring access to Lot 4 of PM 35181 (see Exhibit B
of this agreement).
Page 2
,� ;
DOC#2017-0056008 Page 10 of 31
r�
BMP Operation and Maintenance Manual
3 Safety
3.1 Safety Pre�autions
While perfornung maintenance related activities all personnel must observe the following
safety precautions at alt times:
• Minimize time spent on the roadway.
• Wear an orange safety vest and appropriate shoes.
• Wear rain gear during a storm event.
• Be aware of slippety conditions,fast moving water,and unstable ground.
• Bring adequate lighting to compensate for poor visibility,especially at night.
• Avoid back st�ain by using your legs to lift heavy•objects.
• Use care when operating power tools and machinery(only use them if you are trained
in their pmper use).
• Wear eye protection when working with tools.
• Maintain balance when working from heights.
• Avoid shazp edges such as broken giass.
• Be aware of overhead dangers.
� _ • Watch out for dogs and other animal hazards.
• Avoid the edges of fast moving water which are usually slippery and unstable during
rainy conditions.
• Do not leave materials,tools,or equipment unattended or blocking walkways.
• Keep a phone or other means of communication nearby at all times.
� Never leave open holes{manholes,handholes,vaults,etc.)unattended or un-
batricaded.
• Clean up your work area before exiting.
3.2 Confined Entry
OSHA guidelines,especially for any confined entry,must be followed by all personnel
inspecting or cleaning any structure.
4 Recordkeeping
Regular maintenance is required to ensure the BMPs perform effectively.Ap maintenance
shall be recorded on the reproducible inspection/maintenance log sheets provided in Appendix
A of this O&M Manual.An inspection/maintenance log sheet is provided for each structural
BMP.One sheet is to be completed for each BMP location.Originats and copies of these
Page 3
\
DOC#2017-0056008 Page 11 of 31
BMP Operation and Maintenance Manual
completed logs should be kept and maintained by the Owner and the owner's maintenance
contractor(if hired by the Owner)for at least five years.Proper use and secure storage of
these documents will assure all concerned parties,including the City of Temecula and other
agencies,that the BMPs are being properly maintained and that pollutants are being reduced,
treated and eliminated as much as possible.
5 Guide to Structural BMP Operation and Maintenance
5.1 BMP Name: Catch Basin Insert
Manufacturer BMP name: FLEXSTORM INLET FILTER
Manufacturer: Inlet and Pipe Protection(a subsidiary of ADS)
Address: 24137 W. 111'�Street—Unit A
Naperville,IL 60564
Telephone: 866-287-8655 •
Website: www.inletfitters.com
O&M Info: Appendix B contains the manufactwer's FLEXSTORMINLET FILTERS
Operation and Maintenance Plan. Although the manufacturer's service
recommendations are summarized herein,it is recommended the Owner
� ' be aware of the more detailed manufacturer recommendations in
Appendix B.
Descri tn ion: The catch basin insert filter is a device placed inside a catch basin with a liner to
catch solids and media pouches that absorb oil and grease.
uanti : 8 each: (8)2'x2' units
Primary targeted pollutants: sediment,debris,oIl and gease.
Estimated Annual Maintenance Cost: $1000.
Maintenance Actions:
� Service Procedure:
a. Clean grate of sediment,litter,and debris.
b. Visually inspect basin for defects and signs of illegal dumping;remove grate.
c. Remove collected materials from insert liner;remove filter medium pouches..
d. Inspect insert liner,gaskets,frame,and mounting system for continued
serviceability. A torn liner must be replaced.
e. Inspect filter media pouches for defects and conrinued serviceability;reassemble
insert and replace the grate.
Page 4
DOC#2017-0056008 Page 12 of 31
BMP Operation and Maintenance Manuai
f. Place all collected waste materials in a DOT approved container for proper
disposal.
Freyuency of Maintenance Actions:
• Service Procedure shall be completed once before,once mid-way through,and once
after the rainy season(October 1 through Apri130).
• Replace filter media pouches per manufacturer recommendation.
• Since filter media pouches likely contain hydrocarbons,heavy metals,and other
harmful pollutants,the used pouches shall be treated as EPA Class 2 Hazardous Waste
and disposed of properly,as often as replaced.
5.2 BMP Name: Infiltration Tank
Manufacturer BMP name: Stormtech MG4500 Chambers
Manufacturer: STORMTECH(a division of ADS)
Address: 70 Inwood Road,Suite 3
Rocky Hill,CT 06067
Telephone: 888-892-2694
Website: www.stormtech.com
� , O&M Info: Appendix C contains the manufacturer's Isolator Row O&MManual.
� Although the manufacturer's service recommendations are summarized
herein,it is important the Owner be aware of the more detailed
manufacturer O&M recornmendations in Appendix C.
Description: Underground stormwater storage and treatment chambers.The stormwater is
stored below plastic chamber structures that rest on a bed of stone.The water is treated by
infiltration through the stones and native soil beneath.
Maintenance Summarv: Sediments and debris can be removed as needed using the JetVac
process,which utilizes a high pressure water nozzle to propel itself down the Isolator Row
while scouring and suspending sediments.As the nozzle is retrieved,the captured
pollutants are flushed back into the access manhole sump for vacuuming out.Most sewer
and pipe maintenance companies have vacuum/JetVac combination vehicles.Fixed
nozzles designed for culverts or large diameter pipe are preferable.Rear facing jets with
an effective spread of at least 45 inches are best.Most JetVac reels have 400 feet of hose
allowing maintenance of an Isolator Row up to 790 feet long.
uanti : 1 unit(comprised of 140 MC-4500 chambers and 10 end caps)
1 Isolator Row of 35 chambers and 2 end caps 146 feet long.
2 Rows of 35 chambers and 2 end caps.
Page 5
DOC#2017-0056008 Page 13 of 31
BMP Operation and Maintenance Manual
1 Row of 25 chambers and 2 end caps.
1 Row of 10 chambers and 2 end caps.
ATTENTION: T'here are no optional inspection(stadia rod)ports in this system
since stadia rods most often do not provide accurate readings of chamber
sediment load. Access to the Isolator Row is provided with two access
manholes,one at each end of the Isolator Row. The access manholes are not
designed for human entry. If human entry were ever needed for some(highly
unusual)reason,it should only be performed by a licensed and skilled contractor
trained and certified in confined entry procedures.
Primary targeted nollutants: sediment,debris,nuirients,oxygen demanding substances,
bacteria and viruses,and metals
Estimated Annual Maintenance Cost: $1,000
Maintenance Action Frequency
Inspect inlets and outlets for clogging and remove all debris. Every 6 months
i Check for de ressions in areas over and azound the chambers. first ear
�-_ Confum no unauthorized modifications have been performed to the
infiltration tank system. Annually
Inspect inlets and outlets for clogging and remove any debris. Pre-,Mid-,
Check for depressions in areas over and around the chambers. Post-Rainy
Season
Obtain docutnentation that the Isolator Row has been cleaned and will �ually
function as intended.
Inspect interior of chambers through inspection port using CCTV or 2 yeazs after
comparable technique.Obtain documentation that chambers and feed building
connectors function ro erl . occu anc
Clean chambers and feed connectors of any debris.Inspect interior
through inspection port using CCTV.Obtain documentation chambers Every 9 yeazs
and connectors have been cleaned.
Page 6
L
DOC#2017-0056008 Page 14 of 31
, _,
APPENDIX A
Inspection/Maintenance Log Sheets
��
,
DOC#2017-0056008 Page 15 of 31
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� Tm� °� o � � .� � L � � 3 •� t � � �a
d �. c '� .°� v��i = a� a�i `� L �n � � > �
N � .0 O p N N '6 C �,�r � � L � C d� � .�r � Q- C � m
■� W (�"- � tQ' C � O C �f 3 � � 'Q, � � � V � N � �"
Q � �r°, O � � p, V •� W C� V � C� � �' p C �+ � N
Ac C� e �n �' � ' w � � � c � � ,v_� � c Qa�i � 3 �
'C fn .G w —
C M d � � o � m ,c � :� � � m o- � � o E o c�
dh ��' � � a i° � ? � � w '� � � � � �- c��a
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m E C � � � Q�R � � � V �
v `o � � � W � c Z � o
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W � � t �
Q v � � ... a � � E
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;� �; O � O c� � t, R .0 � � �p ++ O N N £
� � �+ E � Q. C 'C = d ''r � C � � +�.� O x
U1 � Lo c�i n c �� c = = o .� � � c � +N Ea:
�+ = ; � v� � o a. L •3 a o a� � a; Q: �
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0 e ma � ❑ ❑ ❑ H E
DOC#2017-0056008 Page 17 of 31
APPENDIX B
Manufacturer Operation and Maintenance Information
For FLEXSTORM INLET FILTER Catch Basin Insert Filters
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L �.
4.2 FLEXSTORM"PC"and"PC+��Test Results: TSS measured on effluent samples in
acxordance with SM 2540D and TPH in accordance with EPA 1664A.
1?t��taron.:, . A'v+��k>wr �a' �il�n
Pt'o�iei�'1'�! :,.�d�t�ttt:C.�rd '��WYI l�t�+��1 ��i�r
_
,.
.. ..., , . .: .. . . ,.... .. . ..
FLEXSTORM PC � 99.28% ; • 98.96% j
Sediment Ba g �750 mgJL using
OK-110 Sllfca Sand 48 99.32°i6 99.25%
� and Clean Water
70 98.89% 98.80�
rRidlu��::�'r�ed;. -�#�f��.�' ��iAl#iele.�$t�.;ai` . ''�...... '�'ra��t�t+�ridt��sn. :
� . � �1��t�tr�%�� ���1,�,.
.
,
. . ; . _
'I�p�l. �i�r.
.. . ... .. . . . . . ,:.. ..
. ;...:.. :...... _ . . „ .., .
� FLEXSTORM PC 2.5%=100 Ibs Sed/ .001 mm—10.0 mm
\ Sediment Bag 4000 Ibs water (median 200 micron) 99'68�� 95.61�0
, „ . .. .. .. .
#�h!Pdyt�'i`8��`� � � i�+fta��►�, e� "C�(��,��:..
•.�AD�� �N�t' , I�k�1'11�'� �1�'.
. ... . ..: . ... . .... .:. . ...:. . .. .
FLEXSTORM PC+ : 19 99.04% : :;97.22% �
243 mg/L using 750
FLIXSTORM PG mL(9.45 Ib)used 20 97.67% 91.61%
motor oil+lube oil
FLEXSTORM PC+ and dean water 92 gg,ggo� 99.91°�
5.0 Identification of Dratnage Structures to Determtne FLEXSTORM Item Codes:
5.1 The Installer(Contactor)shall insp�t the plans and/or warksite to determine the quantity of each
drainage structure casting type. The foundry casting number or the exact grate size and dear
opening size will provide the information necessary to identify the required FLEXSTORM lnlet
Filter part number. Inlet Filters are supplied to the field pre-configured to fit the specffied
drainage structure. Item Codes can be built using the FLEXSTORM Product Co�'igurator at
www.inletfilters.00m. Detailed Submittal/Spec�cation drawings are linked to each Item Code
and available for download by engineers and contradors to include on plans and/or verify field �
inlet requirements. M exampie of a typical drawing is shown below.
l
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� �.
7.0 Maintenance Guidelines: The frequency of maintenance will vary depending on the application
(during construction,past construction,or industria!use),the area of installation(relative to grade
and runoff exposure),and the time of year relative to the geographic location(infrequent rain,
year round ra(n,rain and snow oonditions). The FLEXSTORM Operation&Maintenance Pian
(as shovm in 7.5)or other maintenance log should be kept on file.
7.1 Frequency of Inspections: Consfruction site inspection should occur following each%°or more
rain event. Post Construction inspections should occur three times per year{every four
months)in areas with year round rainfall and three times per year(every three months}in areas
wifh rainy seasons before and after snowFall season. Industriat application site inspections
(loading ramps,wash racks,maintenance facilities)should occur on a regula�ly scheduled basis
no less than three times per year. ,
7.2 General Maintenance for standard sediment bags: Upon inspection,the FLEXSTORM Inlet
Filter should be emptted if the sediment bag is more than half filled with sediment and debris,or
as directed by the Engineer. Remove the grate,engage the lifting bars or handles with the
FLEXSTORM Removal Tool,and lift the FLEXSTORM tnlet Filter from the drainage structure.
Machine assistance is not required. Dispose of the sedlment or debris as directed by the
Eng(neer. As an altemative,an industrial vacuum may be used to collect the accumulated
� sediment if available. Remove any caked on silt from the sediment bag and reverse flush the
l bag for optimal filtration. Replace the bag if the geotextile is tom or punctured to%"diameter or
greater on the lower half of the bag. If properiy maintained,the Woven sediment bag will last a
minimum of 4 years in the field.
7.3 Inspection and Handling af the FLEXSTORM PC/PC+post construction sediment bag:The
AC+sedimeM bags will collect oil until saturated. Both the Adsorb-it filter liner and the skimmer
pouch will retain oil. The volume of oils retsined w911 depend on sediment bag size. Unlike
other passive oil sorbent products,Adsorb-it filter fabric has the ability to remove hydrocarbons
at high flow rates while retaining 10-20 times ifs weight in oil(weight of fabric is 12.8 oz/sq
yd). The average 2'x 2'PC Bag contains approx.8 sq yds,or 10 oz of fabric. At 50°k
saturation,the average Adsorb-it lined PC�Iter will retain approximately 75 oz(4.2 Ibs)of oil.
Once the bag has become saturated with oils,it can be centrifuged or passed through a wringer
to recover the oils,and the fabric reused with 85%to 90%efficacy. If it is detennined,per
Malntenance Contracts or Engineering Instructions,that the saturated PC sediment bags wfll be
completely replaced,it is the responsibility of the service technician to place the filter medium
and associated debris in an approved container and dispose of in accordance with EPA
regulations.Spent Adsorb-it can be recyded for its fuel value through waste to ene�y
incineration with a higher BTU per pound value than ooal. The oil skimmers start white in color
and will gradually tum brown/bladc as they become saturated,indicating time for
replacement. The average skimmer pouch will absorb approximatey 62 oz(4 Ibs)of oil before
requiring replacement. To remove the pouch simply unclip it from the swivel strap sewn to the
bottom of the bag. Dispose of all oil contaminated products in acoordance to EPA guidelines.
The ClearTec Rubberizer media used in the pouch,since a sotidiFier,will not leach under
pnessure and can be disposed of in most landfills,recycled for industrial applications,or bumed
as fusl. �
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DOC#2017-0056008 Page 24 of 31
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7.4 Sediment Beg Replacemen� When replacing a Sediment Bag,remove the bag by loosening or
cutting off the clamping band. Take the new sediment bag,which is equipped with a stainless
steel worm drive Gamping band,and use a drili or screw driver to tighten the bag around the
frame channel. Ensure the bag is secure and that there is no sladc around the perimeter of the
band. For Oil absorbent boom bags,simply replace the oil boom or pouch when saturated by
stiding it through the mesh support sleeve.
�
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DOC#2017-0056008 Page 25 of 31
�- � '
APPENDIX C
Manufacturer Operation and Maintenance Information
For STORMTECH MC-4500 Underground Stormwater Chambers
Infiltration System
�
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3.0 isola�or Row Step By Step Maintenance Procedures
8tep 1� Inspect Isolator Row for sediment StormTech Isoletor Roru(not to scale)
A)inspectlon ports(if present)
i. Remove lid from floor box freme �� z ��^�
ii. Remove cap from inspection rfser
iil. Using a flashlight and stadia rod, ,
measure depth of sediment and i
record results on meirdenance lop,
iv. If sedtment is at,or above,3 inch
dep�proceed to Step 2.If not
proceed to step 3.
B)All Isolator Rows
i. Remove cover from manhole at
upstream end of Isolator Row
ii. Usi�g a flashllgM,Inspect down Isolator Row through outlet pipe
1.Mirrors on poles or cameras may be used to avold a conflned space entry
2.Follow OSHA reguletlons for confined space entry if ente�ing manhole
iii. If sediment is at or above the lower row of sidewaA holes(approximately 3 inches)proceed to Step 2.
If not proceed to Step 3.
� ttep�Clean out Isolator Row us(ng the JetVac process
_ A)A fixed culvert cleaning nozzle with rear facing no7zle spread of 46 inches or more is preferable
B)Apply multiple passes of JetVac uMil backflush water is clean
( ,i C)Vacuum manhole sump as required
Ste�8)Replace all caps,lids and covers,record observadons and actlons
Step4)Inspect&clean catch basins and manholes upstream of the StorrnTech system
Semple Maintenance Log
�
3/15/Ot 6.3 ft. rwne New Installatlon.Fbrad nt le CI framo at grada d
9/24/01 62 0.1 fx 5ane Ht fdt em
6��� 5.8 Ob f�. Muclq�fecf,dcbrtb Neil�le fn manhoie and in rv
leolator row,maitrtenance due
7!7/03 6.3 fw 0 �tem JeUteA and vacuumed d�m
�
StormTe�chs
DeteMlon•ReteMion•WekrQue�ty
A ifivisivn of .
SB&0,Inc. Revised January 26,2017 Final Water Quality Management Plan
City of Temecula Project: PA16-0063 Dendy Distribution Center,Lot 1 of Parcel Map 35181
� � Appendix 10: Educational Materials
BMP Fact Sheets,Maintenance Guidelines and Other End-User BMP Information
� `,
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-43-
`
.
� -� StormTech�
Save Valuahle Land and Detention•Retention•WaterQualiry
Protect Water Resources A division� ���
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\�� � Isolator° Row 0&M Manual
� StormTech° Chamber System for Stormwater Management
�-"`\
� 1 .0 The Isolator° Row
1.1 INTRODUCTION The Isolator Row is typically designed to capture the
An important component of any Stormwater Pollution "first flush" and offers the versatility to be sized on a vol-
Prevention Plan is inspection and maintenance. The ume basis or flow rate basis. An upstream manhole not
StormTech Isolator Row is a patented technique to only provides access to the Isolator Row but typically
inexpensively enhance Total Suspended Solids (TSS) includes a high flow weir such that storm water flowrates
removal and provide easy access for inspection and or volumes that exceed the capacity of the Isolator Row
maintenance. overtop the over flow weir and discharge through a
manifold to the other chambers.
� ,i The Isolator Row may also be part of a treatment train.
��i , By treating storm water prior to entry into the chamber
s stem the service life can be extended and ollutants
Y � P
I� � �� such as hydrocarbons can be captured. Pre-treatment
best management practices can be as simple as deep
sump catch basins, oil-water separators or can be inno-
vative storm water treatment devices. The design of
the treatment train and selection of pretreatment devices
by the design engineer is often driven by regulatory
� requirements.Whether pretreatment is used or not, the
�� Isolator Row is recommended by StormTech as an
,�
effective means to minimize maintenance requirements
and maintenance costs.
Nofe:See the StormTech Design Manual for detailed
� Looking down the Isolator Row from the manhole opening, woven information on designing inlets for a StormTech system,
geotextile is shown between the chamber and stone base. including the Isolator Row.
1.2 THE ISOLATOR ROW StormTech Isolator Row with Overflow Spillway
The Isolator Row is a row of StormTech chambers, either (not to scale)
SC-310, SC-310-3, SC-740, DC-780, MC-350O OI'MC- OPTIONAL
4500 models,that is surrounded with filter fabric and con- PRE-TREaTMENT
nected to a closely located manhole for easy access.The
fabric-wrapped chambers provide for settling and filtra-
tion of sediment as storm water rises in the Isolator Row STORMTECH
ISOLATOR ROW
and ultimately passes through the filter fabric.The open
bottom chambers and perforated sidewalls(SC-310, SC- �,_� _ �, � � ���i� �i���
310-3 and SC-740 models)allow storm water to flow both �� �� .�� ' ;_ '_%
vertically and horizontally out of the chambers. MANHo�E �
Sediments are ca tured in the Isolator Row rotectin WITH
P p g OVERFLOW
the storage areas of the adjacent stone and chambers WEIR
from sediment accumulation.
Two different fabrics are used for the Isolator Row. A
woven geotextile fabric is placed between the stone
and the Isolator Row chambers. The tou h eotextile ECCENTRIC
g g HEADER
provides a media for storm water filtration and provides
a durable surface for maintenance operations. It is also
designed to prevent scour of the underlying stone and
remain intact during high pressure jetting. A non-woven
fabric is placed over the chambers to provide a filter
media for flows passing through the perforations in the
sidewall of the chamber.The non-woven fabric is not
required over the DC-780, MC-3500 or MC-4500 models �PTIONAL STORMTECH CHAMBERS
� ACCESS
�J
as these chambers do not have perforated side walis.
2 Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information.
"� . ��
' 2.0 Isolator Row Inspection/Maintenance StormTech�
2.1 INSPECTION __�,-_ _
_
The frequency of Inspection and Maintenance varies ; � 4'� ,
by location. A routine inspection schedule needs to be � ';'
established for each individual location based upon site ���%: � `%
specific variables.The type of land use (i.e. industrial, ..� ' _
commercial, residential), anticipated pollutant load, per- �'�`
cent imperviousness, climate, etc. all play a critical role r ��. _
z,�a�.
in determining the actual frequency of inspection and ��� y� , f���'
maintenance practices. "f
At a minimum, StormTech recommends annual inspec-
tions. Initially, the Isolator Row should be inspected every f
6 months for the first year of operation. For subsequent
years, the inspection should be adjusted based upon _
previous observation of sediment deposition. , �°'
The Isolator Row incorporates a combination of standard
manhole(s) and strategically located inspection ports
(as needed).The inspection ports allow for easy access Examples of culvert cleaning nozzles appropriate for Isolator Row
to the system from the surface, eliminating the need to maintenance. (These are not StormTech products.)
perform a confined space entry for inspection purposes.
Maintenance is accomplished with the JetVac process.
If upon visual inspection it is found that sediment has The JetVac process utilizes a high pressure water noz-
accumulated, a stadia rod should be inserted to deter- zle to propel itself down the Isolator Row while scouring
mine the depth of sediment. When the average depth and suspending sediments. As the nozzle is retrieved,
Cof sediment exceeds 3 inches throughout the length of the captured pollutants are flushed back into the man-
the Isolator Row, clean-out should be performed. hole for vacuuming. Most sewer and pipe maintenance
companies have vacuum/JetVac combination vehicles.
2.2 MAINTENANCE Selection of an appropriate JetVac nozzle will improve
The isolator Row was designed to reduce the cost of maintenance efficiency. Fixed nozzles designed for cul-
periodic maintenance. By "isolating" sediments to just verts or large diameter pipe cleaning are preferable.
one row, costs are dramatically reduced by eliminating Rear facing jets with an effective spread of at least 45"
the need to clean out each row of the entire storage are best. Most JetVac reels have 400 feet of hose allow-
bed. If inspection indicates the potential need for main- ing maintenance of an Isolator Row up to 50 chambers
tenance, access is provided via a manhole(s) located long.The JetVac process shall only be performed on
on the end(s)of the row for cleanout. If entry into the StormTech Isolator Rows that have AASHTO class 1
manhole is required, please follow local and OSHA rules woven geotextile(as specified by StormTech)over
for a confined space entries. their angular base stone.
StormTech Isolator Row(not to scale)
OMIONALINSPECTIONPORTLOCATIONPER COVEREMIREROWWITHADS601T
ENGINEER'SDRAWING(4'�100mm]OWCTPJ NON-WOVENGEOTEXiILE(ORE�UAL) STOf2MTECHENDCAP
SG740-8'(2.4m�WI�ESTRIP (SG740SHOWN)
SG310 8 SG370.3•5'(7.5 m)W IOE STRIP
. CATMANH�OLE�R I—I I I.
. 1_�
�—���-
���—��
—���—
����_�T
I
� ES GN�,G NEE -I I I I I I—' -I I I I I 1—'
SC-7d0,DC-780,MC3500 8 MCi500-24•(600 mm)PIPE 2 aVERS OF ADS 375 WOVEN GEOTEXTILE(OR E�UAL)
S03108SO3163-12'300mm PIPE CHAMBER(3F740SHOWN) BETWEENSTONEBrASEAN�CHAMBERS
( � MC-050�-10.3'(3.1 )WIDESTRIP(ADS3ISMM)
MC-3500-8.25'(2.5 m)WIDE STRIP(AOS 315WTM)
� SP740 8 DG7B0-5(1.5 m)WIOE STRIP(ADS 375YJTIQ
SC310 B SC-310-3-4'(7.2 m)WIDE SiRIP(ADS 315WfK)
_�
NOTE:NON-WOVEN FABRIC IS ONLY REQUIRED OVER THE INLET PIPE CONNECTION INTO THE END CAP FOR DC-780,MC-3500 AND
MC-4500 CHAMBER MODELS AND IS NOT REQUIRED OVER THE ENTIRE ISOLATOR ROW.
Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 3
' 3.0 Isolator Row Step By Step Maintenance Procedures
Step 1) Inspect Isolator Row for sediment StormTech Isolator Row(not to scale)
A) Inspection ports (if present)
i. Remove lid from floor box frame ��B� 2 1�A�
ii. Remove cap from inspection riser
iii. Using a flashlight and stadia rod,
measure depth of sediment and
record results on maintenance log.
iv. If sediment is at, or above, 3 inch --- ;
depth proceed to Step 2. If not 4 I
proceed to step 3. — � �
B)All Isolator Rows
i. Remove cover from manhole at
upstream end of Isolator Row
ii. Using a flashlight, inspect down Isolator Row through outlet pipe
1.Mirrors on poles or cameras may be used to avoid a confined space entry
2.Follow OSHA regulations for confined space entry if entering manhole
iii. If sediment is at or above the lower row of sidewall holes (approximately 3 inches) proceed to Step 2.
If not proceed to Step 3.
Step 2)Clean out Isolator Row using the JetVac process
A)A fixed culvert cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable
B)Apply multiple passes of JetVac until backflush water is clean
C)Vacuum manhole sump as required
Step 3)Replace all caps, lids and covers, record observations and actions
� � Step 4) Inspect&clean catch basins and manholes upstream of the StormTech system
Sample Maintenance Log
.� . • �� • .� �
.,
�. • •� �� •� �� �•� i� • . � � �• �
� �• � �� �
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3/15/01 6,3 ft. none New in5tallation.Fixed oint i5 CI frame at grade djm
9/24/01 6.2 0.1 ft. 5ome grit felt 5m
6/20/03 5.8 0.5 ft. Mucky feel,debri5 vi5ible in manhole and in rv
15olator row,maintenance due
7/7/03 6.3 ft. 0 5y5tem jetted and vacuumed djm
�
.
StormTech�
Detention•Retention•Water Quality
A division of ,,;����,
�u��u�i- .
70 Inwood Road,Suite 3 I Rocky Hill I Connecticut I 06067
860.529.8188 I 888.892.2694 I fax 866.328.8401 I www.stormtech.com
�,; ADS"Terms and Contlitions of Sale"are available on the ADS website,www.ads-pipe.com
Advanced Drainage Systems,the ADS logo,and the green stripe are registered trademarks of Advanced Drainage Systems.
Stormtech�and the Isolator°Row are registered trademarks of StormTech,Inc.
Green Building Council Member logo is a registeretl trademark of the U.S.Green Building Council.
O 2013 Advanced Drainage Systems,Inc.S090809 02/13
�-,
� .
StormTech• � �
,
Delention•Reter�lan•Wafer Qnallry
Subsurface Stormwater Management� ;i �
StormTech'TM
MC-4500 Chamber
Designed to meet the mo5t stringent industry
pertormance standards for superlor structural
integrity while providing designers with a
cost-effective method to save valuable land
and protect water resources.The StormTech
system is designed primarily to be used
under parking lofs thus maximizing land
usage for commerclal and municipal
applications.
� StortnTech MC-4600 Chamber(not to scale) StormTeoh MC-4b00 End Csp(not to scale)
Nominal Chamber.Speciftcations Nominal End Cap Spec�caUons
Size(LxWxH) 57(i321mm)x100'(2540mm)x60'(1524mm) SlzejLxWxH► 36.1'(891mm�x902'(2291mm)x59.4'(1508mm)
Chamber Storape 106.5(N(3.01 m� End Cap SWrage 35.7 iN(1.01 m')
Mfn.tnstalled Storape• 16'E.6 ft+(4.60 m9 Min.Instelled Starage" 708,71P 13.08 m')
Nomhrei Welght 120 9�s(54.41�) Nomfnal WeIAM 120 Ibs(54.4 kg)
Shipping
8 Chambers/Pallet 48,NST��� 3�.7�
it palletsfltuck
(781 mm)
INSTALLED
�.�
c,�,�»�
�.�
(1524 mm)
32.8" (832 mm)
700.0°(25qOmm) 35.1" (891 mm)
�,
\
I �� e Ii t'���fj�i
� i�l�l�l FJI+�v
FLEXSTORMTM Inlet Filter Saecifications and Work Instructions
Product: �LEXSTORM Intet Filters
Manufacturer: Inlet�Pipe Ptotection, Inc www.inletFilters.com
A subsidiary of Advanced Drainage Systems(ADS) www.ads-piqe.com
1.0 Description of Work:
1.1 The work covered shall consist of supplying, installing,and mainfaining/cleaning of the
FLEXSTORM inlet Filter assembly. The purpose of the FLEXSTORM Inlet Filter system is to
collect silt and sediment from surFace storm water runoff at drainage lacations shown on the
plans or as directed by the Engineer. FLEXSTORM PURE, permanent filters, are capable of
removing small particles, hydrocarbons, and other contaminants from drainage"hot spots".
Z.0 Material:
� 2.1 The FLEXSTORM Inlet Filter system is comprised of a corrosion resistant steel frame and a
�- repla�eable geotextile sediment bag attached to the frame with a stainless steel locking band.
'� _, The sedimenf bag hangs suspended from the rigid frame at a distance below the grate that shall
allow full water flow into the drainage structure if the bag is compietely filled with seciiment.
..5°�� . t+'III' �II'��9j �:S ���±' �Y; � .",'N��;.r�,;,
'' � ,�i���� �«'��Y I� ,
,,�`, I �
2.2 The FLEXSTORM Inlet Fiiter frame includes lifting handles in addition to the standard overtlow
feature. A FLEXSTORM Removal Tooi engages the lifting bars or handles to allow manual
removal of the assembly without machine assistance. The frame suspension system on most
rectangular designs is adjustable in %2'increments up to 5°per side shvuld the casting or
drainage sfiacture have imperfiections.
�}�.,
v'y�l
�.
�.
�..
��'
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I
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��.'F�.
2.3 FLEXSTORM CATCH-!T Inlet Filters for temporary inlet protection: The FLEXSTORM CATCH-
IT framing is galvanized or zinc plated for corrosion resistance.The"FX"Woven Polypropy(ene
filter bag is the design standard,although the"IL" Nonwoven geotextile is also available if
preferred by the engineer. These products are typically used for temporary inlet protection
lasting 3 months(short term road work)to 5 years(residential developments).
��� 'i�;"I 91P'�lyl�4
I� �
�� �+
�
.
2.4 FLEXSTORM PURE Inlet Filters for permanent inlet protection:The FLEXSTORM PURE
,--, framing is comprised of 304 stainless steel with a 25 year life rating. Multiple filter bags are
� available. FX, FX+, PC, PC+, LL and others.The Post Construction "PC+'�is the design
standard consisting of the"FX" Woven Polypropylene sediment bag lined with Adsorb-it filter
fabric,which is made from recycled polyester fibers.The"PC+" includes a replaceable
hydrocarbon skimmer pouch strapped to the bottom of the bag far advanced TPH removal.
�'I,� II I� �,I �1 II€ais�!"sM'MYlIIpIIIN
�.�
F� �s
. .
3.0 �'ilter Bag Specifications and Capabilities:
3.1 Material Properties(taken from manufacturers average roll value):
(22"dept6) (12�depLh) Clean Wa�er Min A.OS. (US
FLEX5TORM FIL1'ER BAGS �B�P/N Short Bag P/N F��� siev�)
(GPM/SqFt�
�X:Standard Woven Bag FX FX S 2Q0 40
FX+:Woven w/Oil Skimmer FXP FXP-5 200 9Q
FXO:Woven w/Oil Boom FXO FXO-S 200 40
PC:Post Construction Bag PC PG S 137 140
PC+:PC �/pil Skimmer PCP PCP-S 137 140
��� LL:Litterand I.eaf Bag LL !L-S High 3.5
IL:IDOT Nan-Woven B� tL IL-S 14S 70
r
a ��
�. ��. n
3.2 Standard Bag Sizes and Capabilities: Bag Sizes are determined by clear opening dimensions of
the drainage structure. Once frame design size is confirmed, Small-XL bag ratings can be
confirmed to meet design criteria. Ratings below are for standard 22"deep bags.
1.6 1.2 0.8 0.9 6B 155
2.1 1.8 1.2 i.3 96 185
3.8 2.2 1.5 t.6 120 Z09
42 3.6 2.4 2.6 192 370
4.0 Tested Filtratian Efficiency and Removal Rates: Filtration Efficiency, TSS, and TPH testing
performed under large sca(e, real worid conditions at accredited third party erosion and sediment
control testing laboratory. (See Full Test Reports at www.inletfilters.com )
.,I��; �F',I`•��I: f� v��j'��; � ,.p
��� til ��i� ��� �y ���?�".r;-.,�'
Inside View of Hopper With Out(et Pipe Area Inlet Simulated Showing
Hopper Agitator Leading To Area Inlet Influent Discharge From Pipe
4.1 FLEXSTORM "FX" Filtration Efficienay Test Results:All testing pertormed in general
accordance with the ASTM D 7351, Standard Test Method For Determination of Sediment
Refention Device Effectiveness in Sheet FlowApplication,with flow diverted into an area inlet.
Test Soil used as sediment had fhe following cf�aracterisfics with a nominal 7%sediment to water
concentration mix. This is representative of a heavy sediment load running off of a construction
site.
...�... .
�g;. . :.:i;..,,:,;.<. . . ��
� f�'e`.'f�����,� -���'l�x'- a �..���",;;ir,s".� .�� ,� !
k � �,� ��.r �:r _ ..�. r
%Gravel ^� �
%Sand qSTM D 4�2 60
%Silt 24
%Cla 14 p
',�,' Li uid Limit, % ASTM D 4318 � 82/�
Plastici Index,°/a 9
Soil Classification USDA Sand Loam
Soil Classification USCS Si Sand SM
�\
` ��i
StarmTech• �,
Detention•Relenfian•Water IJrnalRy
Subsurface Stormwater Managemenfa
.
StormTechT"A
MC-4500 Chamber
Designed to meet the most stringent industry
pertormance standards for superior structural
�integrity while providing designers with a
cost-effective method to save valuable land
and protect water resources.The StormTech
system is designed primarily to be used .
under parking lots thus maxlmizing land
usage for commercfal and municipal
applications.
�-- StortnTech MG4S00 Chamber(not to scale) StortnTech MF4500 End Cap(not to scale)
Nominal Chamber Specificatlons Nominal End Cap Speciflcations
Stza(LxWXH) 57(1321mm)x106'(2540mm)x60'(1524mm) Size(LxWxH) 35.1'�891mm)x902'(2291mm)x59.4'(1508mmj
Chamber Storage 106.5(N(3.01 m� End Cap S[orape 35,7 tN(tAt m�)
Min.Inetalled Staape' 162.61N 14.60 m� Min.Insmlled Storage• 1087 iN(3.08 m�
Nominal Weipht 1201ba(54,4 kg) Nomfnal WeipM 1201bs(54.4 kp)
Shipping
a�n�i� ns.N�r�'�"' 30.7,�
11 panetsAruck
{781 mm)
INSTALLED
52,0°
(1921 rtun)
60.M
(Y624 mm)
32.8" (832 mm) -
,�.0•(264omm) 35.1" (891 mm)
.
StormTech�
Save Valuable Land and Deter�on•ReteMion•�.a�,�
Protect Water Resources �`��i°"� .
��
4
; ; I�olator� Row 0&M Manual
� StormTech� Chamber System for Stormwater Management
1.o The Isoiator� Rovu
l.i INTRODUCiION The Isolator Row is typically designed to capture the
An important component of any Stormwater Pollution "first flush"and offers the versatility to be sized on a vol-
Prevention Plan is inspection and maintenance.The ume basis or flow rate basis.An upstream manhole not
StormTech Isolator Row is a patented technique to only provides access to the Isolator Row but typically
inexpensively enhance Total Suspended Solids(TSS) includes a high flow weir such that storm water flowrates
removal and provide easy access for inspection and or volumes that exceed the capacity of the Isolator Row
maintenance. overtop the over ftow weir and discharge through a
manifold to the other chambers.
i
The Isolator Row may also be parE of a treatment train.
II By treating storm water prior to entry into the chamber
s stem the service life can be extended and ollutants
Y p
such as hydrocarbons can be captured.Pre-treaUnent
best management practices can be as simple as deep
sump catch basins,oil-water separators or can be inno-
v8tive storm water Veatment devices.The design of
the treatment train and select(on of pretreatment devices
by the design engineer is often driven by regulatory
requirements.Whether pretreatment is used or not,the
Isolator Row is recommended by StormTe�h as an
% effective means to minimize maintenance requirements
� and maintenance costs.
Note:See the StormTech Design Manual foi detaJled
Looldng down the lsolatorRnw from the manhole opening,woven information on designing inlets for a StormTech system,
geotextlle Is shown between fhe chamber and stone base. including the Isolator Row. �
1.2 THE ISOLATOR ROW StormTech Isolator Roar with Overtlow Spillway
The Isolator Row is a row of StormTech chambers,either (not to scale)
SC�10,SC-310�,SC-740,DC-780,MC-3500 or MC- oP.rioNA�
4500 models,that is surrounded with filter fabric and con- PRe-rRennrnnet�r
nected to a closely located manhole for easy access.The
fabric-wrapped chambers provide for settling and filtra- sroar�cH
tion of sediment as storm water rises in the Isolator Row isotaroR Row
and ultimately passes through the filter fabric.The open
bottom chambers and pertorated sidewalls(SC-310,SC- �_ �
310�3 and SG740 models)aibw storm water to flow both �y � '�� ' ' �\'� ��o\
vertically and horizontally out of the chambers. MANHo�E
Sediments are captured in the Isolator Row protecting �
OVERFLOW �
the storage areas of the adjacent stone and chambers WEIR
from sediment accumulation.
Two different fabrics are used for the Isolator Row.A
woven geotextile fabric is placed between the stone �cerirRic
and the Isolator Row chambers.The tough geoteMile H��
provides a media tor storm water filtration and provides �
a durable surface for maintenance operations.It is also
designed to prevent scour of the underlying stone and
remain irrtact durmg high pressure jetting.A non-woven
fabric is placed over the chambers to provide a filter �
media for flows passing through the perforations in the
sidewall of the chamber.The non-woven fabric is not
required over the DC-780,MG3500 or MC-4500 models o�rioNa- STORMTECH CHAMBERS
as these chambers do not have perforated side walls. AccEss
2 Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information.
�
Z.O lsolator Row Inspect�oNMaintenance ��tormTec�•
—
2.1 INSPECiION
The frequency of Inspection and Maintenance varies
by location.A routine inspection schedule needs to be
established for each individual location based upon site
speoific variables.The type of land use(i.e.industrial,
commercial,residential),anticipated pollutant load,per-
cent imperviousness,climate,etc.all play a critical role
in determining the actual frequency of inspection and
maintenance practices.
At a minimum,StormTech recommends annual inspec-
tions.Initially,the Isolator Row should be inspected every
6 months for the first year of operation.For subsequent
years,the inspection should be adjusted 6ased upon
previous observation of sediment deposition.
The Isolator Row incorporates a combination of standard
manhole(s)and strategically located inspection ports
(as needed).The inspection ports allow for easy access Examples of culvert cleaning nozzles appropdate for Iso/ator Raw
to the system from the surface,eliminating the need to malntenance.(These aie notStormTech products.)
pertorm a confined space entry for inspection purposes.
% Maintenance is accomplished with the JetVac process.
� If upon visual inspection it is found that sediment has The JetVac process utilizes a high pressure water noz-
accumulated,a stadia rod should be inserted to deter- zle to propel itself down the Isolator Row while scouring
mine the depth of sediment.When ihe average depth and suspending sediments.As the nozzle is retrieved,
of sediment exceeds 3 inches throughout the length of the captured pollutants are flushed back into the man-
the Isolator Row,clean-out should be performed. hole for vacuuming.Most sewer and pipe maintenance
companies have vacuum/JetVac combination vehicles.
2.2 MAINTENANCE Selection of an appropriate JetVac noule will improve
The Isolator Row was designed to reduce the cost of maintenance efficiency.Fixed nozzles designed for cul-
periodic maintenance.By"isolating"sediments to just verts or large diameter pipe cleaning are preferable.
one row,costs are dramatically reduced by eliminating Rear facing jets with an effective spread of at least 45"
the need to clean out each row of the entire storage are best.Most JetVac reels have 400 feet of hose allow-
bed.ff inspection indicates the potential need for main- ing maintenance of an Isolator Row up to 50 chambers
tenance,access is provided via a manhole(s)located long.The JetVac process shall only be performed on
on the end(s)of the row for cleanout.If entry into the StormTech Isolator Rows that have AASHTO cfass 1
manhole is required,please follow local and OSHA rules woven geotext(le(as speciHed by StormTech)over
for a confined space entries. their angular base stone.
StormTech Isolator Row(not to scale)
OPfIOWWRI9PBL7pNPdtfLOG71DNPQ2 fbVERFNMEROWMArilAD8001T
Bl6�1E9�8URNNdOlII10G 70PNC7YP N�NY/WENOEO1FXfYE1�� SfOW11fECHBOGP
8G7A0-TCU�WNEB11tlP � (8�dM9�qNM)
BGJ108 BQ110.7-8(1,61NWIDEBIWP
.G7pIBA&Npt� :�� %Y 2�'4 �
M�Nf10LE :,i.�4' }'''��+,W�• y� d:
ll�fF' .y0�...'
��
� � 1� 1
�$IIiPDEPf11BY
• �pNEN01
(WYaw�PPE 4LAYERBOFAOB]76WOVENOEOIFXI'6E{URBOVN,)
� ,'� eCT�0.007l4MG150D8MCu00"2f BE7NREN8fONEBI�eENACFIMIB6t6
��:.!'. BC970{B0.M0.9-12'PW�RPE CXMSERl�7MBIWNM) MGS00.70.8'P.1�WDE87ILP(A0881�M�M1
NCA W 0.l98 R+m)MIIOE SINP(ADS 816N7fn
8F7ADa0G7BD-B(7b WN'mE87RIP(M8976YIIp
8W706&C3f W.P(73 m�VNOE 9TRIP(MS 814W II()
`� , N01'�NON-WOVEN FABRIC IS ONLY REQUIRm OVER THE INLET PIPE CONNECTION INTO THE END CAP FOR�G780,MC�3500 AND
MC-4500 CHAMBER MODELS AND IS NOT REQUIRED OVER THE ENTIRE ISOLATOR ROW.
Call StormTech at 888.892.2694 or visit our website at www.stormteoh.com for technical and product information. 3
Site Design & Landscape Planning SD-10
,-�
Design Objectives
Q Maximize Infiltration
f� Provide Retention
0 Slow Runoff
.
�`� Minimize Impervious Land
..>...
� Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
� .
�..
�, �, Description
Each project site possesses unique topographic,hydrologic,and vegetative features,some of
which are more suitable for development than others. Integrating and incorporating
appropriate landscape planning methodologies into the project design is the most effective
action that can be done to minimize surface and groundwater contamination from stormwater.
Approach
Landscape planning should couple consideration of land suitability for urban uses with
consideration of community goals and projected growth. Project plan designs should conserve
natural areas to the extent possible,maximize natural water storage and infiltration
opportunities,and protect slopes and channels.
Suitable Applications
Appropriate applications include residential,commercial and industrial areas planned for
development or redevelopment.
Design Considerations
Design requirements for site design and landscapes planning
should conform to applicable standards and specifications of
agencies with jurisdiction and be consistent with applicable
.,:,.�......::............
General Plan and Local Area Plan policies. -�
• � ,�
�_/: �i�.F {t R �.fl\ s��
January 2003 California Stormwater BMP Handbook 1 of 4
New Development and Redevelopment
www.cabmpha nd books.com
SD-10 Site Design & Landscape Planning
�, -)
Designing New Installations
Begin the development of a plan for the landscape unit with.attention to the following general
principles:
■ Formulate the plan on the basis of clearly articulated community goals. Carefully identify
conflicts and choices between retaining and protecting desired resources and community
growth.
■ Map and assess land suitability for urban uses. Include the following landscape features in
the assessment: wooded land,open unwooded land,steep slopes,erosion-prone soils,
foundation suitability,soil suitability for waste disposal, aquifers,aquifer recharge areas,
wetlands,floodplains,surface waters,agricultural lands, and various categories of urban
land use. When appropriate,the assessment can highlight outstanding local or regional
resources that the community determines should be protected(e.g., a scenic area,
recreational area,threatened species habitat,farmland,fish run). Mapping and assessment
should recognize not only these resources but also additional areas needed for their
sustenance.
Project plan designs should conserve natural areas to the extent possible,maximize natural
water storage and infiltration opportunities,and protect slopes and channels.
Conserve Natural Areas during Landscape Planning
If applicable,the following items are required and must be implemented in the site layout
during the subdivision design and approval process,consistent with applicable General Plan and �-- �
Local Area Plan policies: j
■ Cluster development on least-sensitive portions of a site while leaving the remaining land in
a natural undisturbed condition.
■ Limit clearing and grading of native vegetation at a site to the minimum amount needed to
build lots, allow access,and provide fire protection.
■ Maximize trees and other vegetation at each site by planting additional vegetation,clustering
tree areas, and promoting the use of native and/or drought tolerant plants.
■ Promote natural vegetation by using parking lot islands and other landscaped areas.
■ Preserve riparian areas and wetlands.
Maximize Natural Water Storage and Infiltration Opportunities Within the Landscape Unit
■ Promote the conservation of forest cover. Building on land that is already deforested affects
basin hydrology to a lesser extent than converting forested land. Loss of forest cover reduces
interception storage,detention in the organic forest floor layer,and water losses by
evapotranspiration,resulting in large peak runoff increases and either their negative effects
or the expense of countering them with structural solutions.
■ Maintain natural storage reservoirs and drainage corridors,including depressions,areas of
permeable soils,swales,and intermittent streams. Develop and implement policies and
�_�
2 of 4 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
www.cabmphandbooks.com
Site Design & Landscape Planning SD-10
��.
regulations to discourage the clearing,filling,and channelization of these features. Utilize
them in drainage networks in preference to pipes,culverts, and engineered ditches.
■ Evaluating infiltration opportunities by referring to the stormwater management manual for
the jurisdiction and pay particular attention to the selection criteria for avoiding
groundwater contamination,poor soils,and hydrogeological conditions that cause these
facilities to fail. If necessary,locate developments with large amounts of impervious
surfaces or a potential to produce relatively contaminated runoff away from groundwater
recharge areas.
Protection of Slopes and Channels during Landscape Design
■ Convey runoff safely from the tops of slopes.
■ Avoid disturbing steep or unstable slopes.
■ Avoid disturbing natural channels.
■ Stabilize disturbed slopes as quickly as possible.
■ Vegetate slopes with native or drought tolerant vegetation.
■ Control and treat flows in landscaping and/or other controls prior to reaching existing
natural drainage systems.
C' �, ■ Stabilize temporary and permanent channel crossings as quickly as possible,and ensure that
increases in run-off velocity and frequency caused by the project do not erode the channel.
■ Install energy dissipaters,such as riprap, at the outlets of new storm drains, culverts,
conduits,or channels that enter unlined channels in accordance with applicable
specifications to minimize erosion. Energy dissipaters shall be installed in such a way as to
minimize impacts to receiving waters.
■ Line on-site conveyance channels where appropriate,to reduce erosion caused by increased
flow velocity due to increases in tributary impervious area. The first choice for linings
should be grass or some other vegetative surface,since these materials not only reduce
runoff velocities,but also provide water quality benefits from filtration and infiltration. If
velocities in the channel are high enough to erode grass or other vegetative linings,riprap,
concrete,soil cement,or geo-grid stabilization are other alternatives.
■ Consider other design principles that are comparable and equally effective.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP,WQMP,etc.)
define"redevelopment"in terms of amounts of additional impervious area,increases in gross
floor area and/or exterior construction,and land disturbing activities with structural or
impervious surfaces. The definition of"redevelopment"must be consulted to determine
whether or not the requirements for new development apply to areas intended for
redevelopment. If the definition applies,the steps outlined under"designing new installations"
above should be followed.
,�
�___
January 2003 California Stormwater BMP Handbook 3 of 4
New Development and Redevelopment
www.cabmpha ndbooks.com
SD-10 Site Design & Landscape Planning
Redevelopment may present significant opportunity to add features which had not previously �-�
been implemented. Examples include incorporation of depressions,areas of permeable soils,
and swales in newly redeveloped areas. While some site constraints may exist due to the status
of already existing infrastructure,opportunities should not be missed to maximize infiltration,
slow runoff,reduce impervious areas,disconnect directly connected impervious areas.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP), Los Angeles County
Department of Public Works,May 2002.
Stormwater Management Manual for Western Washington,Washington State Department of
Ecology,August 2001.
Model Standard Urban Storm Water Mitigation Plan(SUSMP)for San Diego County,Port of
San Diego,and Cities in San Diego County,February 14, 2002.
Model Water Quality Management Plan(WQMP)for County of Orange,Orange County Flood
Control District,and the Incorporated Cities of Orange County,Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures,
July 2002.
.
�,_�
�_�
4 of 4 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
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Roof Runoff Controls SD-11
�-
' Design Objectives
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'"y��� Q Provide Retention
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Rain Garden
Description
Various roof runoff controls are available to address stormwater
that drains off rooftops. The objective is to reduce the total volume and rate of runoff from
individual lots, and retain the pollutants on site that may be picked up from roofing materials
and atmospheric deposition: Roof runoff controls consist of directing the roof runoff away from
paved areas and mitigating flow to the storm drain system through one of several general
C approaches: cisterns or rain barrels; dry wells or infiltration trenches; pop-up emitters,and
foundation planting. The first three approaches require the roof runoff to be contained in a
gutter and downspout system. Foundation planting provides a vegetated strip under the drip
line of the roof.
Approach
Design of individual lots for single-family homes as well as lots for higher density residential and
commercial structures should consider site design provisions for containing and infiltrating roof
runoff or directing roof runoff to vegetative swales or buffer areas. Retained water can be reused
for watering gardens,lawns, and trees. Benefits to the environment include reduced demand for
potable water used for irrigation,improved stormwater quality,increased groundwater
recharge,decreased runoff volume and peak flows,and decreased flooding potential.
Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for
development or redevelopment.
Design Considerations
Designing New Installations
Cisterns or Rain Barrels
One method of addressing roof runoff is to direct roof downspouts �
to cisterns or rain barrels. A cistern is an above ground storage
vessel with either a manually operated valve or a permanently � '`
open outlet. Roof runoff is temporarily stored and then released � . ,�
for irrigation or infiltration between storms. The number of rain
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�__ ,
January 2003 California Stormwater BMP Handbook 1 of 3
New Development and Redevelopment
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SD-11 Roof Runoff Controls
��
barrels needed is a function of the rooftop area. Some low impact developers recommend that �
every house have at least 2 rain barrels,with a minimum storage capacity of i000 liters. Roof
barrels serve several purposes including mitigating the first flush from the roof which has a high
volume, amount of contaminants,and thermal load. Several types of rain barrels are
commercially available. Consideration must be given to selecting rain barrels that are vector
proof and childproo£ In addition,some barrels are designed with a bypass valve that filters out
grit and other contaminants and routes overflow to a soak-away pit or rain garden.
If the cistern has an operable valve,the valve can be closed to store stormwater for irrigation or
infiltration between storms. This system requires continual monitoring by the resident or
grounds crews,but provides greater flexibility in water storage and metering. If a cistern is
provided with an operable valve and water is stored inside for long periods,the cistern must be
covered to prevent mosquitoes from breeding.
A cistern system with a permanently open outlet can also provide for metering stormwater
runoff. If the cistern outlet is significantly smaller than the size of the downspout inlet(say 1/4 to
1/2 inch diameter),runoff will build up inside the cistern during storms, and will empty out
slowly after peak intensities subside. This is a feasible way to mitigate the peak flow increases
caused by rooftop impervious land coverage,especially for the frequent,small storms.
Dry wells and Infiltration Trenches
Roof downspouts can be directed to dry wells or infiltration trenches. A dry well is constructed
by excavating a hole in the ground and filling it with an open graded aggregate,and allowing the
water to fill the dry well and infiltrate after the storm event. An underground connection from - 1
the downspout conveys water into the dry well,allowing it to be stored in the voids. To � J
minimize sedimentation from lateral soil movement,the sides and top of the stone storage
matrix can be wrapped in a permeable filter fabric,though the bottom may remain open. A
perforated observation pipe can be inserted vertically into the dry well to allow for inspection
and maintenance.
In practice,dry wells receiving runoff from single roof downspouts have been successful over
long periods because they contain very little sediment. They must be sized according to the
amount of rooftop runoff received,but are typically 4 to 5 feet square, and 2 to 3 feet deep,with
a minimum of i-foot soil cover over the top (maximum depth of io feet).
To protect the foundation,dry wells must be set away from the building at least 10 feet. They
must be installed in solids that accommodate infiltration. In poorly drained soils,dry wells have
very limited feasibility.
Infiltration trenches function in a similar manner and would be particularly effective for larger
roof areas. An infiltration trench is a long,narrow,rock-filled trench with no outlet that receives
stormwater runoff. These are described under Treatment Controls.
Pop-up Drainage Emitter
Roof downspouts can be directed to an underground pipe that daylights some distance from the
building foundation,releasing the roof runoff through a pop-up emitter. Similar to a pop-up
irrigation head,the emitter only opens when there is flow from the roof. The emitter remains
flush to the ground during dry periods,for ease of lawn or landscape maintenance.
�--J
2 of 3 California Stormwater BMP Handbook ]anuary 2003
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:�
Roof Runoff Controls SD-11
,
Foundation Planting
Landscape planting can be provided around the base to allow increased opportunities for
stormwater infiltration and protect the soil from erosion caused by concentrated sheet flow
coming off the roof. Foundation plantings can reduce the physical impact of water on the soil
and provide a subsurface matrix of roots that encourage infiltration. These plantings must be
sturdy enough to tolerate the heavy runoff sheet flows,and periodic soil saturation.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans(SUSMP,WQMP,etc.)
define"redevelopment"in terms of amounts of additional impervious area,increases in gross
floor area and/or exterior construction, and land disturbing activities with structural or
impervious surfaces. The definition of"redevelopment"must be consulted to determine
whether or not the requirements for new development apply to areas intended for
redevelopment. If the definition applies,the steps outlined under"designing new installations"
above should be followed.
Supplemental Information
Examples
■ City of Ottawa's Water Links Surface—Water Quality Protection Program
■ City of Toronto Downspout Disconnection Program
■ City of Boston, MA,Rain Barrel Demonstration Program
� � Other Resources
Hager,Marty Catherine, Stormwater,"Low-Impact Development",January/February 2003.
www.stormh2o.com
Low Impact Urban Design Tools, Low Impact Development Design Center,Beltsville,MD.
�a-�s�-�.-.lic1-st€�rr����atc:r.t�et
Start at the Source, Bay Area Stormwater Management Agencies Association, 1999 Edition
,�__i
January 2003 California Stormwater BMP Handbook 3 of 3
New Development and Redevelopment
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Efficient Irrigation SD-12
�s..: � �,
' � Design Objectives
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� 9 � °� Q Maximize Infiltration
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,,,�
'; �°'� ��� Q Provide Retention
;��.:
;
� " Q Slow Runoff
' � ' 3�� " Minimize Impervious Land
" Coverage
���'�`�� h� "��� Prohibit Dumping of Improper
�. -�:�`` Materials
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Description
Irrigation water provided to landscaped areas may result in excess irrigation water being
conveyed into stormwater drainage systems.
Approach
Project plan designs for development and redevelopment should include application methods of
irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance
system. �
� � �
Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for
development or redevelopment. (Detached residential single-family homes are typically
excluded from this requirement.)
Design Considerations
Designing New Installations
The following methods to reduce excessive irrigation runoff should be considered, and
incorporated and implemented where determined applicable and feasible by the Permittee:
■ Employ rain-triggered shutoff devices to prevent irrigation after precipitation.
■ Design irrigation systems to each landscape area's specific water requirements.
■ Include design featuring flow reducers or shutoff valves
triggered by a pressure drop to control water loss in the event
of broken sprinkler heads or lines.
■ Implement landscape plans consistent with County or City ` ,;,:
water conservation resolutions,which may include provision
of water sensors,programmable irrigation times(for short
cycles), etc.
,A � s A
{:�•t : r,:� �<z � �
]anuary 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.cabmphandbooks.com
SD-12 Efficient Irrigation
,-__
■ Design timing and application methods of irrigation water to minimize the runoff of excess
irrigation water into the storm water drainage system.
■ Group plants with similar water requirements in order to reduce excess irrigation runoff and
promote surface filtration. Choose plants with low irrigation requirements (for example,
native or drought tolerant species). Consider design features such as:
- Using mulches(such as wood chips or bar)in planter areas without ground cover to
minimize sediment in runoff
- Installing appropriate plant materials for the location,in accordance with amount of
sunlight and climate, and use native plant materials where possible and/or as
recommended by the landscape architect
- Leaving a vegetative barrier along the property boundary and interior watercourses,to
act as a pollutant filter,where appropriate and feasible
- Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain
growth
■ Employ other comparable,equally effective methods to reduce irrigation water runoff.
Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP,WQMP,etc.)
C " define"redevelopment"in terms of amounts of additional impervious area,increases in gross
_ _ floor area and/or exterior construction,and land disturbing activities with structural or
impexvious surfaces. The definition of"redevelopment"must be consulted to determine
whether or not the requirements for new development apply to areas intended for
redevelopment. If the definition applies,the steps outlined under"designing new installations"
above should be followed.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP), Los Angeles County
Department of Public Works,May 2002.
Model Standard Urban Storm Water Mitigation Plan(SUSMP)for San Diego County,Port of
San Diego,and Cities in San Diego County,February i4, 2002.
Model Water Quality Management Plan(WQMP)for County of Orange, Orange County Flood
Control District,and the Incorporated Cities of Orange County, Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures,
July 2002.
��
2 of 2 California Stormwater BMP Handbook January 2003
New Development and Redevelopment
www.cabmphandbooks.com
Storm Drain Signage SD-13
_� � ._ �\.-�
. . , ,:;�� ., ,,
� - ,�_�: Design Objectives
:.;�..
� �.,,;,. ".,�<=,�," Maximize Infiltration
,<c���=:
;�"£. ' �.,r.q: Provide Retention
�' . �.,r:��:z,.,,,,;ss,
..��x�....�.;€::,;:.=x�r�g������s,� - Slow Runoff
���`�=' Minimize Impervious Land
Coverage
Q Prohibit Dumping of Improper
Materials
Contain Pollutants
�:��- � �?� Collect and Convey
Description
Waste materials dumped into storm drain inlets can have severe impacts on receiving and
ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can
prevent waste dumping. Storm drain signs and stencils are highly visible source controls that
are typically placed directly adjacent to storm drain inlets.
Approach
The stencil or affixed sign contains a brief statement that prohibits dumping of improper C >
materials into the urban runoff conveyance system. Storm drain messages have become a
popular method of alerting the public about the effects of and the prohibitions against waste
disposal.
Suitable Applications
Stencils and signs alert the public to the destination of pollutants discharged to the storm drain.
Signs are appropriate in residential,commercial,and industrial areas, as well as any other area
where contributions or dumping to storm drains is likely.
Design Considerations
Storm drain message markers or placards are recommended at all storm drain inlets within the
boundary of a development project. The marker should be placed in clear sight facing toward
anyone approaching the inlet from either side. All storm drain inlet locations should be
identified on the development site map.
Designing New Installations
The following methods should be considered for inclusion in the
project design and show on project plans:
■ Provide stenciling or labeling of all storm drain inlets and ''�
catch basins,constructed or modified,within the project area
with prohibitive language. Examples include"NO DUMPING
4 S 1
�:<.� � ,z�,- �:� � �
January 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.ca bmphandbooks.com
SD-13 Storm Drain Signage
��
—DRAINS TO OCEAN"and/or other graphical icons to discourage illegal dumping.
■ Post signs with prohibitive language and/or graphical icons,which prohibit illegal dumping
at public access points along channels and creeks within the project area.
Note-Some local agencies have approved specific signage and/or storm drain message placards
for use. Consult local agency storinwater staff to determine specific requirements for placard
types and methods of application.
Redeueloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP,WQMP,etc.)
define"redevelopment"in terms of amounts of additional impervious area,increases in gross
floor area and/or exterior construction, and land disturbing activities with structural or
impervious surfaces. If the project meets the definition of"redevelopment",then the
requirements stated under"designing new installations"above should be included in all project
design plans.
Additional Information
Maintenance Considerations
■ Legibility of markers and signs should be maintained. If required by the agency with
jurisdiction over the project,the owner/operator or homeowner's association should enter
into a maintenance agreement with the agency or record a deed restriction upon the
property title to maintain the legibility of placards or signs.
� �� j Placement
■ Signage on top of curbs tends to weather and fade.
■ Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms.
Supplemental Information
Examples
■ Most MS4 programs have storm drain signage programs. Some MS4 programs will provide
stencils,or arrange for volunteers to stencil storm drains as part of their outreach program.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP), Los Angeles County
Department of Public Works,May 2002.
Model Standard Urban Storm Water Mitigation Plan(SUSMP)for San Diego County,Port of
San Diego, and Cities in San Diego County,February i4, 2002.
Model Water Quality Management Plan(WQMP)for County of Orange,Orange County Flood
Control District,and the Incorporated Cities of Orange County,Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures,
July 2002.
�
�_�
2 of 2 California Stormwater BMP Handbook ]anuary 2003
New Development and Redevelopment
www.ca bmpha ndbooks.com
Maintenance Bays & Docks SD-31
---�
�.'. Design Objectives � ;
�
'_ �N,.. �,�>
" � �� Maximize Infiltration
.:.. ;
:..:
•,> � , --.. �
�, .
- � Provide Retention
�. ' Slow Runoff
.�,�:;;
����`r":°:';
� `�� Minimize Impervious Land
... ._
��� Coverage
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�,��� 0 Prohibit Dumping of Improper
- f � Materials
.
.
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.. _ � . '::.
' 0 Contain Pollutants
• __ , �.'� Collect and Convey
� .<
� ;
Description
Several measures can be taken to prevent operations at
maintenance bays and loading docks from contributing a variety of toxic compounds, oil and
grease,heavy metals,nutrients,suspended solids,and other pollutants to the stormwater
conveyance system.
Approach
In designs for maintenance bays and loading docks,containment is encouraged. Preventative � 1
measures include overflow containment structures and dead-end sumps. However,in the case �
of loading docks from grocery stores and warehouse/distribution centers,engineered infiltration
systems may be considered.
Suitable Applications
Appropriate applications include commercial and industrial areas planned for development or
redevelopment.
Design Considerations
Design requirements for vehicle maintenance and repair are governed by Building and Fire
Codes,and by current local agency ordinances,and zoning requirements. The design criteria
described in this fact sheet are meant to enhance and be consistent with these code
requirements.
Designing New Installations
Designs of maintenance bays should consider the following:
■ Repair/maintenance bays and vehicle parts with fluids should
be indoors; or designed to preclude urban run-on and runoff.
■ Repair/maintenance floor areas should be paved with •�
Portland cement concrete(or equivalent smooth impervious
surface).
,� • �►
, �:;:f ,:<. _::� �_.�
January 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.cabmphandbooks.com
SD-31 Maintenance Bays & Docks
��
■ Repair/maintenance bays should be designed to capture all wash water leaks and spills.
Provide impermeable berms, drop inlets,trench catch basins,or overflow containment
structures around repair bays to prevent spiTled materials and wash-down waters form
entering the storm drain system. Connect drains to a sump for collection and disposal.
Direct connection of the repair/maintenance bays to the storm drain system is prohibited. If
required by local jurisdiction,obtain an Industrial Waste Discharge Permit.
■ Other features may be comparable and equally effective.
The following designs of loading/unloading dock areas should be considered:
■ Loading dock areas should be covered,or drainage should be designed to preclude urban
run-on and runoff.
■ Direct connections into storm drains from depressed loading docks(truck wells)are
prohibited.
■ Below-grade loading docks from grocery stores and warehouse/distribution centers of fresh
food items should drain through water quality inlets,or to an engineered infiltration system,
or an equally effective alternative. Pre-treatment may also be required.
■ Other features may be comparable and equally effective.
Redeveloping Existing Installations
C �'� Various jurisdictional stormwater management and mitigation plans (SUSMP,WQMP,etc.)
__ �' define"redevelopment"in terms of amounts of additional impervious area,increases in gross
floor area and/or exterior construction,and land disturbing activities with structural or
impexvious surfaces. The definition of"redevelopment"must be consulted to determine
whether or not the requirements for new development apply to areas intended for
redevelopment. If the definition applies,the steps outlined under"designing new installations"
above should be followed.
Additional Information
Stormwater and non-stormwater will accumulate in containment areas and sumps with
impervious surfaces. Contaminated accumulated water must be disposed of in accordance with
applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system
without the appropriate permit.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP),Los Angeles County
Department of Public Works, May 2002.
Model Standard Urban Storm Water Mitigation Plan(SUSMP)for San Diego County,Port of
San Diego,and Cities in San Diego County,February i4, 2002.
Model Water Quality Management Plan(WQMP)for County of Orange,Orange County Flood
Control District,and the Incorporated Cities of Orange County,Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures,
July 2002.
�:�'
2 of 2 California Stormwater BMP Handbook ]anuary 2003
New Development and Redevelopment
www.cabmphandbooks.com
Trash Storage Areas SD-32
Design Objectives � �
Description
Trash storage areas are areas where a trash receptacle(s)are Maximize Infiltration
located for use as a repository for solid wastes. Stormwater Provide Retention
runoff from areas where trash is stored or disposed of can be Slow Runoff
polluted. In addition,loose trash and debris can be easily
transported by water or wind into nearby storm drain inlets, Minimize Impervious Land
channels,and/or creeks. Waste handling operations that may be Coverage
sources of stormwater pollution include dumpsters,litter control, Prohibit Dumping of Improper
and waste piles. Materials
0 Contain Pollutants
Approach Collect and Convey
This fact sheet contains details on the specific measures required
to prevent or reduce pollutants in stormwater runoff associated
with trash storage and handling. Preventative measures
including enclosures,containment structures,and impervious
pavements to mitigate spills,should be used to reduce the
likelihood of contamination.
Suitable Applications
Appropriate applications include residential,commercial and industrial areas planned for
development or redevelopment. (Detached residential single-family homes are typically
excluded from this requirement.)
Design Considerations �" �
Design requirements for waste handling areas are governed by Building and Fire Codes,and by
current local agency ordinances and zoning requirements. The design criteria described in this
fact sheet are meant to enhance and be consistent with these code and ordinance requirements.
Hazardous waste should be handled in accordance with legal requirements established in Title
22, California Code of Regulation.
Wastes from commercial and industrial sites are typically hauled by either public or commercial
carriers that may have design or access requirements for waste storage areas. The design
criteria in this fact sheet are recommendations and are not intended to be in conflict with
requirements established by the waste hauler. The waste hauler should be contacted prior to the
design of your site trash collection areas. Conflicts or issues should be discussed with the local
agency.
Designing New Installations
Trash storage areas should be designed to consider the following structural or treatment control
BMPs:
■ Design trash container areas so that drainage from adjoining
roofs and pavement is diverted around the area(s)to avoid
run-on. This might include berming or grading the waste
handling area to prevent run-on of stormwater.
■ Make sure trash container areas are screened or walled to
prevent off-site transport of trash. � , �
� 3 ��::;� 4,.:� 5 ��
January 2003 California Stormwater BMP Handbook 1 of 2
New Development and Redevelopment
www.cabmphandbooks.com
SD-32 Trash Storage Areas
O�
■ Use lined bins or dumpsters to reduce leaking of liquid waste.
■ Provide roofs, awnings,or attached lids on all trash containers to minimize direct
precipitation and prevent rainfall from entering containers.
■ Pave trash storage areas with an impervious surface to mitigate spills.
■ Do not locate storm drains in immediate vicinity of the trash storage area.
■ Post signs on all dumpsters informing users that hazardous materials are not to be disposed
of therein.
Redeveloping Existing Installatiores
Various jurisdictional stormwater management and mitigation plans (SUSMP,WQMP, etc.)
define"redevelopment"in terms of amounts of additional impervious area,increases in gross
floor area and/or exterior construction, and land disturbing activities with structural or
impervious surfaces. The definition of"redevelopment"must be consulted to determine
whether or not the requirements for new development apply to areas intended for
redevelopment. If the definition applies,the steps outlined under"designing new installations"
above should be followed.
Additional Information
Maintenance Considerations
- The integrity of structural elements that are subject to damage(i.e.,screens,covers,and signs)
� ; must be maintained by the owner/operator. Maintenance agreements between the local agency
' '� and the owner/operator may be required. Some agencies will require maintenance deed
restrictions to be recorded of the property title. If required by the local agency,maintenance
agreements or deed restrictions must be executed by the owner/operator before improvement
plans are approved.
Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP), Los Angeles County
Department of Public Works,May 2002.
Model Standard Urban Storm Water Mitigation Plan(SUSMP)for San Diego County,Port of
San Diego,and Cities in San Diego County,February 14, 2002.
Model Water Quality Management Plan(WQMP)for County of Orange, Orange County Flood
Control District,and the Incorporated Cities of Orange County,Draft February 2003.
Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures,
July 2002.
i
�_�
2 of 2 California Stormwater BMP Handbook ]anuary 2003
New Development and Redevelopment
www.ca bm p h a nd boo ks.com
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' • ?•••• . ....... .F.�F�� ;::..,n... € �: Polluted stormwater runoff can have q�, '
many adverse effects on plants,fish,
Stormwater runoff occurs when precipitation a�imals,and people.
from rain or snowmelt flows over the grqund. � ,a��s
= � Sediment can cloud the water .
�.
,r ;.,
� Impervious surfaces like driveways,sidewalks, and make it difficult or : �n� '_,� �
and streets preuent stormwafer from impossible for aquatic plants to -�`�'�.
; naturally soaking into the ground. grow.Sediment also can
,�': destroy aquatic habitats.
� , • Excess nutrients can cause
�a algae blooms.When algae die,
� ��,� £ ... �„�l'��.�ti"', F���g�"' � � m.m i � .�
J � � �� �,s,� ��� � they sink to the bottom and decompose �,,
�����i��lt�;
�� � ��,�2� �� ,�g� �� e s# , F �'�,.. c� in a process that removes oxygen from �
�w; �` "� '�a���� �?;�����h ���������'���� "�"�'"`M'��� the water.Fish and other aqua[ic
� &• r ;;�;:, �
������= 1��� �� ��d�;����`>9r:�:: "� ,": m�� organisms can'[exist in water with low
.�
�s� � �
� -..�:� ' �:. ;�j€t ..����":;€ dissolved oxygen levels. � '
s
� I7;-�� ,�`r�,'.£: . .,� :�'�: I� � , . �
� ,�e��,� ;�S��i���i�i����I�'�!;�!�("j!�ji�I3t�� ♦ Bacteria and other pathogens can wash � ?:
( �,�III��������I�i��i�ili�����li'�{������!j ��j�i i' into swimming areas and create heal[h
hazards,ohen making beach closures �a'�- ', �Q ,F:.•.
necessary. ` ;;'
ar ,.. .;. :
..� �:�;Y'�a�..;�' ;•� . ., .
�' • Debris—plastic bags,six-pack rings,botdes,and �
�'���� cigarette butts—washed into waterbodies can choke,suffocate,or
�;'' „� disable aquatic life like ducks,fish,turtles,and birds.
i,.a.
�. � ;'�;� • Household hazardous wastes like insecticides,pesticides,paint,
` 4� ,, � a: solvents,used motor oil,and other auto fluids can poison aquatic life.
: a Land animals and people can become sick or die from eating diseased
��� -���% � ,' fish and shellfish or inges[ing polluted water.
Stormwater can pick up debris,chemicals,dirt,antl ottier • Polluted stormwater often
pollutants and flow irjfo a storm'sewer system or directly to ; affects drinking water ��
i sources.This,in turn,can ( 'i
a lake,stream,river,wetland,or eoascal water.Anything that ' ��;� � ' affect human health and \,_ �
enters a storm sewer system is discharged untreated into � increase drinking water
,�.,�.y,
the waterbodies we use for swimming,Fishing,and providing ,.;. , . ' � . - treatment costs.
�y J���. ,.,,.
drinking watet '
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....« . . _�. .
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.? � ;
w.,����� � �p, t`�Fl��� AutO GQYC �
; � �
,� ' . . � �u
, ' Washing your car and . �
�� ` �.� �,`..; , �,� clegreasing auto patts at home a �� �t�•ura��u vi a.�2u�`n��'7 td��a:�2a��P����heuv,�+or.
r ' ' " ' can send detergenfs and other : t".
contaminants through the £� �'��'��`�������'����`u�'�`���`�`�`�
storm sewer system.D�mping ' ��A°9�'`��`3"�����'���;�`���°�"�d�
'� � � f t automoUve fluids into storm� � � c�tze%s�;�'ia�r a,tr`.�,��;���Hsr�`�• '
���`�`�f`���.''���'����fT�i4°�"����'��'' I drains lias the s@m°e result as' <;„,
��R��,�c�u�z �r��,r�q���,�y. �pz��;{,�� dumping the materials tlirecily M .� ': // "
� t into a waterbotly. ; �A.�t�df���€�t.f��1Et°�
��"��z' ������""���������, +Use a commercial car wash that treats����or
�c7ss;E'�roun 77e,�a;c��u;,�•rr,u,�.tl�i i�t�d%r�•i�'��za'. recycles its wascewater,or wash your car on i�errnr:��€e Y�ave.rne:�;—Traditional concrete and
your yard so the water in6il[�ates into the asphalt don't allow water to soak into the ground.
ground. Insread these surFaces rely on storm drains to
LAWN CAYC �'� ♦Repair leaks and tlispose ofuusetl auto'.FluidS divert unwanted water.Permeable pavement
and batteries at desi ated'dro -off or systems allow rain and snowmelt to soak through,
Excess fer[ilizers s , � p decreasing stormwater runoff.
and,pesticides recycling locations.
applied to lawns '°�°.
and gardens wash €,*atn€3ar�•als—You can ,y�`�
ofF and pollute : ; = � collect rainwater From y
�.• Septic � Pet waste roohops in mosquito
streams.In
5 StChlS ' �w' proof containers.The
atldition,yard : �,`" y 2 Pet wasTe can be � water can be used later on
clippings and '' Leak�n antl m� a major source of
g � � lawn or garden areas
leaves can wash: p���y ' �� bacteria and �
into storm drains and contribute maintained ? � excess nutrients ` � �
, �,�..� ..; � i R13Y ii�lYi'�K34S 337fI �is--
nutrients antl organic matter to sveams. septic ' ' ' ��� �n local waters � =, C r�ssy 5wairs—Specially �
♦ Don't ouenvater your lawn.Consider systems release nutrients and ♦y�}len walk�ng �«�� designed areas planted
patliogens(bacteria and ' our � ' with native plants can provide natural laces for
using a soakeY hose instead of a y pet,, p
sprinkler. viruses)that can be picked up remember to pick up the ramwater to collecc
by stormwater and discha�ged , Waste and dispose of it �� and soak inco the
•Use esticides antl fertiliiers into'nearby waterbodies
P properly.Flushing pet ground.Rain from
sparingly.When use is necessa use Pathogens can:cause public �`"" ` €��'
TY� � �: waste is the best diSposal I �� rooftop areas or paved
these chemicais in the recommendetl hea]th problems and ? '
me[hod.Leaving pei waste t:.. areas can be diverted
amounts.Use organic mulch or saFei enuiionmental concems. ' on theground increases �'`� into these areas rather
pest control methotls whenever ♦lnspect your system every public health risks by than into scorm drains.
possible. 3 years antl pump your aliowing harmtul bacteria
•Compost or mulch yard waste.Don't tank as necessary(euery 3 and nutrients to wash into te�t��fi3Yr�f'9€Ye.r;�Er:ff>s—eilter strips are areas of
leave it in thastreet or sweep it into to 5 yeafs). ', the Storrll drain atld' native grass or plants created along roadways or
storm drains or streams.' " eventuaqy inCo local streams.They trap the pollutants stormwater
• Dpn't diSpOse of �'�, WaterboClies. picks up as it Flows across driveways and streets.
�Cover piles of dirt or muich being ', householtl hazardous '
used in lantlscaping projects. waste in sinks or toilets;
_ ,
C_/ � � � ' ' €. 3 ���� ��"''
- F�" pirt;ail,and tlebris khat collect in Erosion controls that a�en't maintained can cause ,��"''I 1 �� � , y �
=�w�� '= � � � parBmg lots and paved areas ca�be'; excessive amounts of sediment and debris to be €��� ��,€
�- { �: washetl into the storm sewer system carried into the stormwater system.Construcuon ; � � �;£��� �
; antl euentually enter locat: vehicles can'leak fuel,oil,and other harmful fimtls
waterbodies. tfiat can be picketl up by stormwater and �'�
deposited into local waterbodies. �
•Sweep up ItCCer and debiis(rom ! ; ° � �:
sidewalks,tlriveways and parking lots, ♦'Divert stormwater away from disturbed or �r r;�� �
�
� d-' ,� especially around storm drains exposed areas of the construction site.
;a..:�..
•Couer grease'storage and dumpsters •Install sih fences,vehicle mud removal areas,
and keep them clean to'avoitl]eaks. vegetative cover,antl other sediment and'
+Report any chemical spil]to Lhe toea3 erosion controls and properly maintain them, .
hazardous waste cleanup team, i
especially;after rainstorms. '�:'
They'l)know the best way io keep j •Prevent soil erosion by minimizing disturbed
spills from harrning the snviranmen[. 'areas during construction projects,and seed -
'and mulch bare areas as soon as possible.' � �-, �'�
<:�;,
� :: : ; �: . : . 3: ::''.� tE aj�.355��a�f�
Lack n(vegetation on streambanks can}ead io;erosion.Ouergrazed pastures can aiso .� �� �&_ ��
�:.. ����, ° Confinbute excessive amaunts aF sedim�nt to locai water6odies.Excess fertilizeis and ; �� � �
;;,, •,
k '._.. . pest�citles can poison aquazic animals encl lead to destruetiue algae blooms,tivestock in < :,• ,„ :
streams can cantaminate watenvays,with bact�ria,making them uns�fe for human cantact. '
;;� � =�u,�.•
„�, *Keep(ivEstock away fiom streambanks and'pzavide :
''•' xh2m a water source away#rOm waterbodies, ,�
� ' �' < s�,�'
n� �Store and appiy manure away fram waterbqdies and in �
� ;-� ; � :accordance with a nutrient management plan , . ,. "' ��
' ; � '"�""� �� +Uegecat�riparian areas alongwaterv✓ays. I 7�;�
i
� �i
y��� f ���� •Rotate animal grazing to ptevent sa�erosicin in fleltls. ��;� ��,,
� ;'� �� •Apply fettilizers antl p�.sticitles aecortling to label ���' ���
�"` a;� ans�ructiorrs to seve mon4�+and�mnimizepoiluC�on
a: £ y� ����`� � ; ; ` Uncoveretl tueling staUons allow spilis te be
��
43
` � .:;=s...•�.� �:-::•<'�� ��.�� i washed into stnrm drains.Cars waiting to be i
� , ;' repaired can leak fuel,oi1;and other harmful '
;:.s�,'�� F� :� � Impropedy managed logging operations can result in erosion antl fluids that can be picked up by stortnwater.
sedimentation. i ♦Clean up spills immetliately and properly
i��
�Conduct preharvest plan�ing to prevern erosio�and lower costs, tl„';spose of cleanup material5,
� _� •Use:logging meChods and'equipment that minimize soil disturbance. •Provitle covei over f�eling stati4ns and
�°�S � ,� design or retiofit facilities for spill;
,,,,f„:�^!> ♦Alan and tlesign skid trails,yard areas,and truck access roatls to eontaiament.
minimize stream crossings antl auoid tlisturbing the foresf floor.
•Construct stream crossings so that they minimize erosioniand physical ��operly maintain fleet Vehicles to prevent ;
changes to strearns. oil,gas,and other discliarges from being
; ""' washetl into local wateebodies, '
� . ,�� w
;� � ` i&� �� *E�cpedite reuegetation of cleared areas. ,� '
�r , ����� 1nStall and maintain ailJwater sepaiators.
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