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STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

FORCONSTRUCTION ACTIVITIESCALIFORNIA 2009-0009-DWQ

CONSTRUCTION GENERAL PERMITAS AMENDED BY 2012-0006-DWQ

PROJECT TITLEProject Street Address

City, St. ZipWDID#___________

Risk Level 2/3 Project

PREPARED BY

ADD LOGO

DATE: Month Day, Year

REVISED:

Owner/Legally Responsible Person

North County Transit DistrictPeykan Abbassi, Chief Development Officer

810 Mission AvenueOceanside, CA92054

[email protected]

Qualified SWPPP Developer

Company NameRBF Consulting

Full NameStreet Address

City, St. ZipPhone Number

Email address (bold)

SWPPP Preparation Date:Month Day, Year

Estimated Construction Dates:Construction Start Date: Month Day, Year Construction Completion Date: Month Day, Year

mailto:[email protected]

TABLE OF CONTENTS1 SWPPP REQUIREMENTS.................................................................................................................. 1

1.1 Introduction............................................................................................................................... 11.2 Certifications............................................................................................................................. 2

1.2.1 Legally Responsible Person........................................................................................21.2.2 Approved Signatory Certification.................................................................................21.2.3 Certifications by Qualified SWPPP Developer.............................................................31.2.4 Qualified SWPPP Practitioner.....................................................................................4

1.3 Permit Registration Documents (PRDs)...................................................................................51.4 SWPPP Availability and Implementation..................................................................................51.5 SWPPP Amendments..............................................................................................................51.6 Retention of Records................................................................................................................61.7 Required Non-Compliance Reporting.......................................................................................61.8 Annual Report........................................................................................................................... 71.9 Changes to Permit Coverage...................................................................................................71.10 Notice of Termination...............................................................................................................8

2 PROJECT AND SITE INFORMATION................................................................................................92.1 Project and Site Information.....................................................................................................9

2.1.1 Vicinity Map...............................................................................................................112.2 Storm Water Run-On from Offsite Areas................................................................................122.3 Findings of the Construction Site Sediment and Receiving Water Risk Determination..........122.4 Construction Schedule...........................................................................................................122.5 Potential Construction Site Pollutant Sources........................................................................13

2.5.1 Potential Sources of Sediment...................................................................................132.5.2 Other Pollutants Sources...........................................................................................13

2.6 Identification of Non Storm Water Discharges........................................................................162.6.1 Expected Non-Storm Water Discharges and Controls...............................................17

3 RISK LEVEL 2/3 SPECIFIC PROJECT REQUIREMENTS...............................................................193.1 Effluent Standards..................................................................................................................193.2 Good Site Management Housekeeping..................................................................................193.3 Non-Storm Water Management..............................................................................................213.4 Erosion Control....................................................................................................................... 213.5 Sediment Controls..................................................................................................................213.6 Run-on and Run-off Controls..................................................................................................223.7 Rain Event Action Plans (REAPs)..........................................................................................22

4 BEST MANAGEMENT PRACTICES.................................................................................................254.1 Erosion and Sediment Control................................................................................................25

4.1.1 Erosion Control BMPs...............................................................................................254.1.2 Sediment Control BMPs............................................................................................254.1.3 Wind Erosion Control.................................................................................................264.1.4 Tracking Control........................................................................................................26

4.2 BMP Implementation Specific for this Project for Non-Storm Water Management and Material Management.............................................................................................................264.2.1 Non-Storm Water Management BMPs......................................................................264.2.2 Waste Management and Materials Pollution Controls...............................................26

4.3 Post-Construction Storm Water Management Measures.......................................................274.3.1 Post-Construction Runoff Reduction..........................................................................27

5 BMP INSPECTION AND MAINTENANCE........................................................................................285.1 BMP Inspection and Maintenance..........................................................................................28

Storm Water Pollution Prevention Plan iii Project Name

6 TRAINING......................................................................................................................................... 297 RESPONSIBLE PARTIES AND OPERATORS................................................................................31

7.1 Responsible Parties................................................................................................................317.2 Contractor List........................................................................................................................ 31

8 CONSTRUCTION SITE MONITORING PROGRAM (CSMP)...........................................................328.1 Introduction............................................................................................................................. 32

8.1.1 Visual Monitoring, Inspection, and Sample Collection Requirements........................328.1.2 Visual Monitoring, Inspection, and Sample Collection Locations...............................338.1.3 General Provisions....................................................................................................35

8.2 Visual Monitoring, Inspections, and Recording Methods........................................................358.2.1 Weekly BMP Inspection.............................................................................................358.2.2 Quarterly Non-Storm Water Inspection......................................................................368.2.3 Pre-Storm, During Storm, and Post-Storm Inspection...............................................36

8.3 Sampling Collection and Recording Methods.........................................................................388.3.1 Sampling Methods.....................................................................................................388.3.2 Water Quality Sampling and Analysis........................................................................388.3.3 Non-Visible Pollutant Sampling..................................................................................39

LIST OF FIGURESFigure 1: Vicinity Map................................................................................................................................ 11

LIST OF TABLESTable 1: Potential Sources of Sediment from Construction Activities........................................................13Table 2: Construction Activity, Associated Pollutants, and Equipment......................................................13Table 3: Potential Construction Site Pollutants..........................................................................................14Table 5: Critical Slope/Sheet Flow Length Combinations..........................................................................23Table 5: Summary of Visual Monitoring, Inspection, and Sample Collection Requirements......................34Table 6: Test Methods, Detection Limits, Reporting Units.........................................................................40Table 7: Summary of Potential Non-Visible Pollutants...............................................................................40

Storm Water Pollution Prevention Plan iv Project Name

APPENDICESAPPENDIX A: CONSTRUCTION GENERAL PERMIT DOCUMENTS

A-1: Construction General Permit Order No. 2009-0009-DWQ

A-2: Amendment Order No. 2012-0006-DWQ

APPENDIX B: SUBMITTED PERMIT REGISTRATION DOCUMENTS (PRDs) B-1: Notice of Intent (NOl)

B-2: Risk Assessment (Construction Site Sediment and Receiving Water Risk Determination)

B-3: SWPPP Map(s)

APPENDIX C: SWPPP AMENDMENT LOG

APPENDIX D: SUBMITTED CHANGES TO PRDS (DUE TO CHANGE IN OWNERSHIP, CONTACTS, OR ACREAGE)

APPENDIX E: CONSTRUCTION SCHEDULE

APPENDIX F: CASQA BMP HANDBOOK FACT SHEETS

APPENDIX G: CONSTRUCTION SITE MONITORING PROGRAM DOCUMENTS

G-1: CSMP Checklist

G-2: Discharge Sampling Report

G-3: Exemption Records

G-4: CSMP Locations Map

APPENDIX H: CERTIFICATIONS AND QSP TRAINING LOG

APPENDIX I: RESPONSIBLE PARTIES

APPENDIX J: CONTRACTORS AND SUBCONTRACTORS

APPENDIX K: CHAIN OF CUSTODY AND ANALYTICAL RESULTS

APPENDIX L: NAL EXCEEDANCE EVALUATIONSAPPENDIX M:.........................RAIN EVENT ACTION PLAN (REAP) TEMPLATE AND COMPLETED PLANS

Storm Water Pollution Prevention Plan v Project Name

LIST OF ACRONYMS

BAT - Best Available Technology Economically AchievableBCT - Best Conventional Pollutant Control TechnologyBMP - Best Management PracticesBOD - Biochemical Oxygen DemandCFR - Code of Federal RegulationsCGP - NPDES General Permit for Storm Water Discharges Associated with Construction ActivitiesCOC - Chain of CustodyCPESC - Certified Professional in Erosion and Sediment ControlCPSWQ - Certified Professional in Storm Water QualityCSMP - Construction Site Monitoring ProgramCWA - Clean Water ActDWQ - Division of Water QualityEPA - Environmental Protection AgencyLRP - Legally Responsible PersonLUP - Linear Underground/Overhead ProjectsMRR - Monitoring and Reporting RequirementsMS4 - Municipal Separate Storm Sewer SystemNAL - Numeric Action LevelNICET - National Institute for Certification in Engineering TechnologiesNOAA - National Oceanic and Atmospheric AdministrationNOI - Notice of IntentNOT - Notice of TerminationNPDES - National Pollutant Discharge Elimination SystemNRCS - Natural Resources Conservation ServiceNTU - Nephelometric Turbidity UnitsO&M - Operation and MaintenancePRDs - Permit Registration DocumentsREAP - Rain Event Action PlanRUSLE - Revised Universal Soil Loss EquationRW - Receiving WaterRWQCB – Regional Water Quality Control BoardSMARTS - Storm Water Multi Application Reporting and Tracking SystemSUSMP - Standard Urban Storm Water Mitigation PlanSWMP - Storm Water Management ProgramSWPPP - Storm Water Pollution Prevention PlanSWRCB – State Water Resources Control BoardTMDL - Total Maximum Daily LoadWDID - Waste Discharge Identification NumberWQO - Water Quality Objective

Storm Water Pollution Prevention Plan vi Project Name

1 SWPPP REQUIREMENTS1.1 IntroductionThis SWPPP is written for a project with coverage under the State Water Resources Control Board Order No. 2009-0009-DWQ, General Permit No. CAS000002 and Amendment Order No. 2010-0014-DWQ as a Risk Level 2/3 project.

Client organization/company Name will ensure that the SWPPP is developed and amended or revised by a Qualified SWPPP Developer (QSD) to insure that:

1. All pollutants and their sources, including sources of sediment associated with construction are controlled.

2. All non-storm water discharges are identified and either eliminated, controlled, or treated.

3. Best Management Practices (BMPs) are effective and result in the reduction or elimination of pollutants in storm water discharges and authorized non-storm water discharges from the project site during construction.

4. Post-construction stabilization BMPs installed to reduce or eliminate pollutants are effective and properly maintained.

Storm Water Pollution Prevention Plan 1 Project Name

1.2 Certifications

1.2.1 Legally Responsible Person

The Legally Responsible Person (LRP) for this project is listed below and shall be considered the owner of this project.

North County Transit DistrictPeykan Abbassi, Chief Development Officer810 Mission AvenueOceanside, [email protected]

1.2.2 Approved Signatory Certification

The Approved Signatory (AS) for this project is listed below and is legally authorized to sign and certify Permit Registration Documents and all other Permit related documents on behalf of the LRP through the Storm Water Multi-Application Reporting and Tracking System (SMARTS).

Approved Signatory NameTitle/PositionAS Street AddressCity, State, ZipPhone Number


1.2.3 Certifications by Qualified SWPPP DeveloperClient Organization/Company Name will ensure that SWPPPs are written, amended and certified by a Qualified SWPPP Developer (QSD).

Company NameDeveloper Full Name, Title (e.g. Project Engineer)Developer Street AddressCity, State ZipPhone Number

Qualifications: ______________(ex: California registered civil engineer – License No. XXXXX)______________(ex: CPESC No. XXXX)______________(ex: QSD No. XXX)

Date:

QSD Signature:

Print QSD Name: Full Name

QSD Title: Title (e.g. Project Engineer)


1.2.4 Qualified SWPPP PractitionerClient Organization/Company Name will ensure that all BMPs required by this General Permit are implemented by a Qualified SWPPP Practitioner (QSP). The QSP is responsible for non-storm water and storm water visual observations, sampling and analysis (as required), and for ensuring full compliance with the permit and implementation of all elements of the SWPPP.

A QSP may delegate any or all of the activities associated with their responsibilities to a designee who has received project specific SWPPP training to perform the task(s) appropriately, but the QSP shall ensure adequate deployment. A list of name(s), address(es), and telephone number(s) of the person(s) trained by the QSP for SWPPP management and implementation, water pollution control, and Permit compliance during construction, shall be provided and included in Appendix I: Responsible Parties. Documentation of all training for individuals responsible for activities associated with compliance with this General Permit (formal and informal) shall be documented and included in Appendix H.

The QSP for the project is listed below and shall be considered the initial contact for all storm water related issues.

Company NamePractitioner Full Name, Title (e.g. Project Engineer)Practitioner Street AddressCity, State ZipPhone Number

Qualifications: ______________(ex: California registered civil engineer – License No. XXXXX)______________(ex: CPESC No. XXXX)

Qualifications and documentation of the QSP are included in Appendix H.

Specific responsibilities of the QSP are as follows:

1. Implement prompt and effective erosion and sediment control measures.

2. Implement all non-storm water management and materials and waste management activities such as: monitoring discharges; maintaining consistent overall general site clean-up; making sure vehicle and equipment cleaning, fueling, and maintenance areas are properly maintained; ensuring adequate on-site spill control materials and equipment; ensuring that no materials other than storm water are discharged such that they will not have an adverse effect on receiving waters or storm drain systems; and preventing any other unauthorized discharges.

3. Ensure proper maintenance of BMPs and ensure immediate repairs to BMPs, as needed.

4. Conduct or oversee routine storm water and non-storm water inspections, as required.

5. Conduct or oversee pre-storm inspections.

6. Conduct or oversee storm event inspections.

7. Conduct or oversee post-storm inspections.


8. Evaluate and initiate updates and amendments to the SWPPP based on field inspections and scope of work. Document and coordinate amendments with the QSD.

9. Ensure submittal of the annual report and all supporting documentation to State Water Resources Control Board (SWRCB) SMARTS by September 1 of each year.

10. Submit in a timely fashion any and all Notices of Discharge and reports of Illicit Connections or Illegal Discharges to the Regional Water Quality Control Board (RWQCB).

1.3 Permit Registration Documents (PRDs)PRDs will be filed electronically to the SWRCB via the SMARTS by the LRP or approved signatory no later than 7 days prior to the commencement of construction activities. Permit coverage shall not commence until the PRDs and the annual fee are received by the SWRCB, and a Waste Discharge Identification Number (WDID) number is assigned and sent by SMARTS.

The following PRDs are contained in Appendix B of this SWPPP:

1. Notice of Intent (NOI)

2. Risk Assessment (Construction Site Sediment and Receiving Water Risk Determination)

3. SWPPP Map

PRDs must be updated to reflect changes in ownership, contact information, construction duration, or project acreage. These updated documents must be submitted through SMARTS and included in Appendix D. This SWPPP is also required to be filed electronically and has been submitted to the SWRCB as a PRD.

1.4 SWPPP Availability and ImplementationThe General Permit (Section XIV.C) requires the SWPPP be available at the construction site during working hours while construction is occurring and shall be made available upon request by a State or Municipal inspector. When the original SWPPP is retained by a crewmember in a construction vehicle and is not currently at the construction site, current copies of the BMPs and map/drawings will be left with the field crew and the original SWPPP shall be made available via a request by radio/telephone. The SWPPP will be implemented concurrently with the start of ground disturbing activities.

1.5 SWPPP AmendmentsThe General Permit requires that SWPPP be amended or revised by a QSD (Section XIV.A) and that the SWPPP include a listing of the date of initial preparation and the date of each amendment. Amendments must be signed by a QSD (Section VII.B.6). It is recommended that all amendments be dated, logged on the Amendment Log, and placed in Appendix C of the SWPPP.

The SWPPP must be revised or modified:

To reflect modifications to storm water control measures made in response to a change in design, construction, operation, or maintenance at the construction site that has or


could have a significant effect on the discharge of pollutants to the waters of the United States that has not been previously addressed in the SWPPP.

If during inspections or investigations by site staff, or by local, state, tribal or federal officials, it is determined that the existing storm water controls are ineffective in eliminating or significantly minimizing pollutants in storm water discharges from the construction site.

Based on the results of an inspection, as necessary to properly document additional or modified BMPs designed to correct problems identified. Revisions to the SWPPP must be completed in a timely manner.

Amendments to the SWPPP will be prepared and certified by the QSD; documented on the SWPPP amendment form; and tracked on the amendment log. Fill out the forms completely; document the reason for the amendment and how it modifies current conditions. Cross out the old information in the SWPPP that is being amended and note the amendment number that replaces the information next to the item.

1.6 Retention of RecordsThe General Permit (Sections I.J.69 and IV.G) requires that all dischargers maintain a paper or electronic copy of all required records for three years from the date generated or date submitted, whichever is last. These records must be available at the construction site until construction is completed. Client organization/company Name will furnish the RWQCB, SWRCB, or US Environmental Protection Agency (EPA), within a reasonable time, any requested information to determine compliance with this General Permit. State in the SWPPP where documents will be kept and how these requirements will be met. RWQCBs may require records to be retained for longer periods.

1.7 Required Non-Compliance ReportingClient organization/company Name will give advance notice to the RWQCB and local storm water management agency of any planned changes in construction activity, which may result in noncompliance with the General Permit requirements.

The General Permit identifies several areas of non-compliance reporting. It is the responsibility of the permittee to properly document reportable discharges or other violations of the General Permit. Exceedances and violations will be reported using the SMARTS system and will include the following:

Self-reporting of any discharge violations or to comply with RWQCB enforcement actions.

Discharges which contain a hazardous substance in excess of reportable quantities established in 40 CFR §§ 117.3 and 302.4 unless a separate National Pollutant Discharge Elimination (NPDES) Permit has been issued to regulate those discharges.

Numeric Action Level (NAL) exceedances (NAL Exceedance Report upon request of the RWQCB) (Only for Risk Level 2/3 Projects).


1.8 Annual ReportEach permittee will prepare, certify, and electronically submit an Annual Report via SMARTS no later than September 1 of each year. An Annual Report is required of projects that are enrolled for more than one continuous three-month period during the year. Reporting requirements are identified in Section XVI of the General Permit and include providing a summary of:

1. A summary and evaluation of all sampling and analysis results, including copies of laboratory reports.

2. The analytical method(s), method report unit(s), and method detection limit(s) of each analytical parameter (analytical results that are less than the method detection limit shall be reported as “less than the method detection limit”).

3. A summary of all corrective actions taken during the compliance year.

4. Identification of any compliance activities or corrective actions that were not implemented.

5. A summary of all violations of the General Permit.

6. The names of individual(s) who performed the facility inspections, sampling, visual observation (inspections), and/or measurements.

7. The date, place, time of facility inspections, sampling, visual observation (inspections, and/or measurements, including precipitation (rain gauge).

8. Documentation of all training for individuals responsible for all activities associated with compliance with this General Permit.

9. Documentation of all training for individuals responsible for BMP installation, inspection, maintenance, and repair.

10. Documentation of all training for individuals responsible for overseeing, revising, and amending the SWPPP.

1.9 Changes to Permit CoverageThe General Permit (Section II.C) allows a permittee to reduce or increase the total acreage covered under the General Permit when a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is sold to a different entity; or when new acreage is added to the project.

To change the project acreage, the permittee will electronically file changes to the PRDs using SMARTS. These revisions include updated site information, a modified SWPPP map, and other appropriated SWPPP updates. All updated PRDs should be included in Appendix D. In addition, the landowner of the removed acreage will be notified of the applicable requirements for obtaining permit coverage and new landowner information (including name, address, phone number, and email address) will be documented and included in the SWPPP.

1.10 Notice of TerminationTo terminate coverage under the General Permit, the permittee will first submit a final Annual Report and then a Notice of Termination (NOT) electronically via SMARTS. Photos are


required to be submitted with the NOT. Filing an NOT certifies that all General Permit requirements have been met. The NOT is submitted when the construction project is complete and within 90 days of meeting all General Permit requirements for termination and final stabilization (Section II.D). Requirements include:

The site will not pose any additional sediment discharge risk than it did prior to construction activity.

All construction related equipment, materials and any temporary BMPs no longer needed are removed from the site.

Post-construction storm water management measures are installed and a long-term maintenance plan that is designed for a minimum of five years has been developed.

The NOT must demonstrate that the project meets all of the requirements of Section II.D.1 of the General Permit by one of the following methods:

Photo Documentation: 70% final cover method (no computational proof required)

Revised Universal Soil Loss Equation: RUSLE/RUSLE2 method (computational proof required)

Results of Testing and Analysis: Custom method (discharger demonstrates that site complies with final stabilization)


2 PROJECT AND SITE INFORMATION2.1 Project and Site InformationProject Name is located in the City of ______. Like most regions of Southern California, City Name has a Mediterranean climate with hot, dry summers and cool winters. City Name has an annual rainfall of xx – xx inches, with most precipitation falling in the months between ______ and _________.

The Project Name site is direction (e.g. west) of adjacent street name and direction (e.g. north) of other adjacent street name (see Figure 1 - Vicinity Map included in Section 2.1.1). The project site currently consists of ________(ex: mass graded pads). Client organization/company Name proposes to develop ________ (ex: parcels XX), for _________ (ex: industrial use). Additional Info ( ex: Extension of existing maintenance yard). All work is expected to be completed by Month, Year. Detailed SWPPP Map drawings are located in Appendix B.

This project is located in the __________ Watershed. It drains to the main reach of the___________(ex: San Luis Rey River) . The river travels south and eventually discharges to the__________(ex: Pacific Ocean) near the City of __________(ex: Oceanside).


Project Information Summary

Project/Site Name: ___________Project Street/Location: ________ (Ex: NW Corner of Mission Avenue and Myers Street)Project Acreage: xx.xxCity: __________ State: California ZIP Code: xxxxxCounty: San DiegoLatitude: xx.xxxxxx Longitude: -xxx.xxxxxx Regional Board: San Diego

WDID: x xxxxxxxxAre storm water discharges from the Site subject to post construction requirements from the Phase II MS4 Permit?

Yes NoIf so, are post construction requirements addressed in this SWPPP Yes NoDescription: A separate Water Quality Management Plan will address post construction water quality management and BMPs.Previous Land Use: ___________ ex: Open SpaceProposed Land Use: ___________ex: ResidentialExisting Site Impervious Area: xx.x acres Proposed Site Impervious Area: xx.x acresExisting Site Pervious Area: xx.x acres Proposed Site Pervious Area: xx.x acresExisting Runoff Coefficient: 0.xx Proposed Runoff Coefficient: 0.xxAre there any known contaminants on site from previous land uses or operations? Yes NoDescription: NoneThis site must address all requirements of NCTD Storm Water Management Plan (SWMP) Post Construction Stormwater section. .

Yes No

If answering “NO” then Post Construction Run Off requirements are located in N/AReceiving Water Information: San Luis Rey RiverDoes this project discharge to a water body listed as impaired due toSedimentation/Siltation or Turbidity pursuant to Clean Water Act, Section Yes No

Does the site drain into a water body with a sediment-related TMDL? Yes No

Does the disturbed area discharge to a water body with designated beneficialuses of SPAWN & COLD & MIGRATORY? Yes No

This project is located in the __________ Watershed. It drains to the main reach of the___________(ex: San Luis Rey River) . The river travels south and eventually discharges to the__________(ex: Pacific Ocean) near the City of __________(ex: Oceanside). (No) sediment TMDL has been developed for the___________(ex: San Luis Rey River). The project does (not) drain to a sediment sensitive water body so it has a “High/Medium/Low” Receiving Water Risk.


2.1.1 Vicinity Map

INSERT VICINITY MAPFigure 1: Vicinity Map


2.2 Storm Water Run-On from Offsite AreasThe General Permit requires (Section XIV.A.4) that the SWPPP address calculations and design details as well as BMP controls for site run-on.

The project site currently consists of a parking lot and an open dirt lot. Current run-on and post construction run-on will not change as a result of this project.

2.3 Findings of the Construction Site Sediment and Receiving Water Risk Determination

A site risk analysis was conducted using the CGP’s Risk Determination Worksheet to determine the Risk Level for this project.

Project location and schedule information was used to determine the R-factor, K-factor, and LS-factor components for the project.

The EPA’s Rainfall Erosivity Calculator tool to calculate the project R-factor. R = 144.06

The project K-factor was obtained using the. K = 0.16

The project LS-factor was obtained using the. LS = 0.16

The project erosion estimate (R*K*LS) is xx.xx tons per acre, which translates to a “medium/high” Site Sediment Risk Factor.

The project site is located in the ___________Watershed. It drains to the ___________ which flows to the ___________. (None of) the downstream receiving waterbodies are on the 303(d) list or have a Total Maximum Daily Load (TMDL) for sediment. The project does (not) drain to a sediment sensitive water body so it has a “High/Medium/Low” Receiving Water Risk.

The combination of a “Medium/High” Site Sediment Risk Factor and a “High/Medium/Low” Receiving Water Risk results in a Risk Level 2/3 project.

The Risk Determination Worksheets are included in Appendix B.

2.4 Construction ScheduleEstimated Project Start Date: Month Day, Year

Estimated Project Completion Date: Month Day, Year

If the project completion date will need to be extended beyond the original end date, the Risk Level will need to be recalculated.

The Contractor shall provide a detailed schedule for the ground disturbing and BMP installation activities. Scheduled activities should include …, and final stabilization. A detailed construction schedule should be placed in Appendix E.

2.5 Potential Construction Site Pollutant SourcesA list of potential pollutants and their respective sources is located in the following sections. This list should be used to identify any areas of the site where additional BMPs are necessary to reduce or prevent pollutants in storm water discharges and authorized non-storm water discharges. The list identifies non-visible pollutants which are known, or should be known, to


occur on the construction site. At a minimum, when developing BMPs, Client organization/company Name will do the following:

1. Consider the quantity, physical characteristics (e.g., liquid, powder, solid), and locations of each potential pollutant source handled, produced, stored, recycled, or disposed of at the site.

2. Consider the degree to which pollutants associated with those materials may be exposed to and mobilized by contact with storm water.

3. Consider the direct and indirect pathways that pollutants may be exposed to storm water or authorized non-storm water discharges.

4. Conduct an assessment of past spills or leaks, non-storm water discharges, and discharges from adjoining areas.

5. Ensure retention of sampling, visual observation, and inspection records.

6. Ensure effectiveness of existing BMPs to reduce or prevent pollutants in storm water discharges and authorized non-storm water discharges.

2.5.1 Potential Sources of Sediment

Table 1: Potential Sources of Sediment from Construction ActivitiesVehicle trackingGrading operationsExposed soils and slopesImport/export operationsUtility excavation operationsLandscaping operationsTopsoil stripping and stockpilingFine grading of home sites

2.5.2 Other Pollutants Sources

Table 2: Construction Activity, Associated Pollutants, and Equipment

Activity Type Pollutant VisuallyObservable

Soil Disturbance:Clear & Grub Sediment and organics Cloudy to opaqueRemove and Re-compact Sediment Cloudy to opaqueFine Grading Sediment Cloudy to opaqueTrenching Sediment Cloudy to opaqueStockpiling Sediment Cloudy to opaque

Asphalt:Street Construction Hydrocarbons Oily sheenStreet Improvements Hydrocarbons Oily sheenStreet Demolition Hydrocarbons Oily sheen

Concrete Laden Liquid:Curb & Gutter pH Cloudy to Milky


Activity Type Pollutant VisuallyObservable

Sidewalks pH Cloudy to MilkyFoundations pH Cloudy to MilkyDriveways pH Cloudy to MilkyMedians pH Cloudy to MilkyStuccoing pH Cloudy to MilkyGrouting pH Cloudy to MilkyConcrete washouts/Clean up pH Cloudy to Milky

General:Framing Sawdust YesPainting Paint (when wet) YesDry Walling Gypsum/Joint Compound YesTiling Ceramic dust YesCabinet Building/Installing Sawdust YesPlumbing PVC Glue (when wet)/Plastic YesWiring/Electrical Utilities Copper/Plastic/Metals YesHeating/Air Conditioning Sheet metal/fiberglass wool YesLandscaping Containers/mulch/soil Yes

Equipment Type Equipment Type

Backhoe loader(s) Fork & Rough-terrain liftsWater truck(s) Generator(s)Scraper(s) Concrete boom pumpsLoader(s) Concrete pumpsBull dozer(s) Asphalt planer / grinderMotor-grader Asphalt paving machineExcavator(s) / Track hoe(s) Street striping equipmentDump trucks (10-wheel) Building material delivery trucksBelly/Bottom dumps (tractor/trailer) Personal cars and light trucksTractor: skip loader Waste hauling trucksSkid steer loaders (Bobcat) Trencher(s)Concrete delivery trucks Stucco/Plaster spray pumpsPortable concrete mixers Spray paint equipment (airless)Compaction equipment Hole drilling rig

Check YES box on left if potential construction site pollutant applies to this site. Update as necessary.

Table 3: Potential Construction Site Pollutants

YES Material Type PollutantVisually

Observable

Typical Location

Diesel Fuel Petroleum distillates, naphthalene, xylene

Sheen/Stain

Staging area, pole sites

Gasoline Benzene, toluene, xylene, MTBE Sheen/Stain


Hydraulic Oil Mineral oil, trace additives Sheen/Stain




Observable

Typical Location

Engine Oil Mineral oil, additives, combustion byproducts

Sheen/Stain


Transmission Oil Mineral oil, trace additives Sheen/

StainStaging area, pole sites

Engine Coolant Ethylene and propylene glycol, heavy metals Green/red Staging area, pole

sites

Grease Petroleum hydrocarbons Sheen/Stain


Kerosene Petroleum hydrocarbons Sheen/Stain Staging area

Fertilizer Nitrogen, phosphorus No Material storage area

PesticideWater-insoluble chlorinated hydrocarbons, organophosphates, carbonates, and pyrethrums.

Varies Material storage area

Herbicide Chlorinated hydrocarbons, organophosphates Varies Material storage

areaSoil Amendments Nutrients, organic matter No Material storage

area

Concrete (wet) Fly cash, heavy metals, Portland cement White solid Pole foundations

Concrete coring slurry Turbidity and pH Gray liquid Home construction

& streetsConcrete sawing slurry Turbidity and pH Gray liquid Home construction

& streets

Cement Aluminum calcium iron oxide, calcium sulfate

Gray powder

Home construction & streets

Drywall joint compound Pigment, vinyl acetate White putty Home construction

Grout Silica sand, Portland cement White powder

Block wall & Home construction

Paint Ethylene glycol, titanium oxide, VOC

Colored liquid Home construction

Sealers Diacetone alcohol Home construction & Streets

Adhesives White/yellow Home construction

Sanitary waste Human waste Yes Staging areas & all construction areas

Animal waste Animal waste Yes All areas

Asphalt Asphalt fumes, cutback asphalt, Black material Streets

Curing Compounds Glass Oxide, urea extended phenol Creamy

whiteHome construction & Streets

Waste wash water Varied Suds, foam,

froth All areas

Wood Preservatives Arsenic Amber

liquid Home construction



Observable

Typical Location

Cleaning Solvents

Perchloroethylene, methylene chloride, TCE Varies Staging areas

Sediment Soil, Turbidity, dust Muddy All areasVegetation Organic matter Yes All areas

Solid Waste Floatable and blowable trash and debris Yes All areas

TileHome construction & material storage areas

Historic land use contaminants (if applicable)

2.6 Identification of Non Storm Water DischargesAll efforts are to be made to minimize non-storm water discharges. On-site inspections will include observations for non-storm water discharges. Activities that may result in discharges will be monitored and controlled as needed.

Authorized non-storm water discharges include:

Discharges from fire-fighting activities.

Fire hydrant flushing.

Waters used to wash vehicles where detergents are not used.

Water used to control dust.

Potable water including uncontaminated water line flushing.

Routine external building wash down that does not use detergents.

Uncontaminated air conditioning or compressor condensate.

Uncontaminated ground water or spring water.

Foundation or footing drains where flows are not contaminated with process materials such as solvents.

Uncontaminated excavation dewatering.

Landscape irrigation.

The discharge of non-storm water is authorized under the following conditions:

The non-storm water discharge is sampled for pH and turbidity each day it occurs.

The discharge does not cause or contribute to a violation of any water quality standard.

The discharge does not violate any provision of the General Permit.


The discharge is not prohibited by the applicable Basin Plan

The SWPPP includes and implements BMPs required by the General Permit to prevent or reduce the contact of the non-storm water discharge with construction materials or equipment

The discharge does not contain toxic constituents in toxic amounts or (other) significant quantities of pollutants.

The sampling information is reported in the Annual Report.

If any of the above conditions are not satisfied, the discharge is not authorized by the General Permit and not permitted by this SWPPP. Notify the RWQCB of any anticipated non-storm water discharges not already authorized by the General Permit, the Phase II MS4 Permit or another NPDES permit, to determine whether a separate NPDES permit is necessary.

2.6.1 Expected Non-Storm Water Discharges and Controls

Allowable non-storm water discharges anticipated to be encountered in this project include the following:

Fire Hydrant Flushing

In the event there is a need to flush the fire hydrant the person performing the operation will ascertain from the owner, contractor of the water line, or, fire department that there are no chemicals or other pollutants contained in the water. The flushed water will be diverted away from disturbed soils and into the storm drain system via a paved surface or lined channel so that erosion, scour and sediment laden discharges will be avoided. Contractor will place gravel bag check dams in the drainage swale to slow the velocity of the discharge. Contractor will verify that velocity dissipaters are installed, maintained and functioning prior to the discharge. Contractor will monitor discharged water and cease operations in the event sediment or other pollutants are being discharged as a result of the fire hydrant flushing. In the event of discharge, the runoff will be monitored for pH and turbidity.

Responsible party: Underground contractor, water department, fire department

Waters to Control Dust

Dust control will be implemented when wind exceed 15 MPH or when there is visible dust generated from the site via a small diameter (3/4" to 1") fire or garden hose or with a water truck depending on the area being serviced. Water to be used for dust suppression shall be non-chlorinated. All efforts will be made not to over apply the water spray to avoid any surface run off. In the event there is surface run off it will be controlled with the use of perimeter silt fence. Any discharges from the property will be observed and operations ceased if levels of sediment in the discharge pose a negative impact on the drainage system or receiving waters. In the event of discharge, the runoff will be monitored for pH and turbidity.

Responsible party: QSP & all trades are responsible to control dust for their operations.

Potable Water Including Uncontaminated Water Line Flushing

Domestic water lines will be flushed prior to completion. The owner or contractor of the water line will confirm that there are no chemicals or other pollutants contained in the water. If water supply is chlorinated, dechlorination steps will be taken prior to discharge, most likely using dechlorination tablets. Most of the discharge will infiltrate into the ground due to the permeability of existing soils. Any run off will be diverted away from disturbed soils and into the storm drain


system via a paved surface or lined channel so that erosion, scour and sediment laden discharges will be avoided. Contractor will place gravel bag check dams in the drainage swale to slow the velocity of the discharge. Contractor will verify that velocity dissipaters are installed, maintained and functioning prior to the discharge. Contractor will monitor discharged water and cease operations in the event sediment or other pollutants are being discharged as a result of the uncontaminated water line flushing. Prior to discharge from the site, potable water must be de-chlorinated. In the event of discharge, the runoff will be monitored for pH and turbidity.

Responsible party: Underground "wet" utility contractor

Routine external building wash downs without detergents

Building siding may be washed down prior to the application of paint.

The contractor will use the least amount of water possible to wash the buildings. Any residues including calking or adhesives will be removed and properly disposed of prior to the wash down. Contractor will use a spray nozzle that will shut off and stop the flow of water when not in use. Contractor will inspect inlet protection to be sure it is in place and functional prior to wash down. Sediment controls will be installed at the low end of the drainage swales in an area where it will prevent the water from discharging directly into the inlets. Inlets will be in place and functional. In the event of discharge, the runoff will be monitored for pH and turbidity.

Responsible party: Painting contractor

Uncontaminated air conditioning or compressor condensate

The discharges from air conditioning condensate is expected to be seasonal and at a minimum. Waters will be diverted into the landscaped and permeable areas so as not to be discharged into the storm drain system. The discharges will be monitored and if there is a chance of discharge to the storm drain system, BMPs will be installed to divert the water to a permeable area. In the event of discharge, the runoff will be monitored for pH and turbidity.

Responsible party: QSP

Landscape Irrigation

Irrigation water will be sprayed on permeable surfaces only. Landscape irrigation areas will be monitored to prevent over watering. Watering times and schedules will be adjusted in the event there is surface run off from the irrigated areas. In the event of discharge, the runoff will be monitored for pH and turbidity.

Responsible party: QSP & Landscape and irrigation contractor.

Any changes in construction that will produce other allowable non-storm water discharges will be identified. The SWPPP will be amended and the appropriate erosion and sediment controls will be implemented.

Compliance with the General Permit does not relieve the project of other potentially applicable discharge requirements of the various other plan requirements such as but not limited to the Basin Plan, ASBS, the Phase II MS4 Permit or adopted TMDL allocations.


3 RISK LEVEL 2/3 SPECIFIC PROJECT REQUIREMENTS3.1 Effluent StandardsClient organization/company Name will comply with the narrative effluent standards (listed below) for Risk Level 2/3 projects.

1. Storm water discharges and authorized non-storm water discharges regulated by this General Permit shall not contain a hazardous substance equal to or in excess of reportable quantities established in 40 C.F.R. §§ 117.3 and 302.4, unless a separate NPDES Permit has been issued to regulate those discharges.

2. Dischargers shall minimize or prevent pollutants in storm water discharges and authorized non-storm water discharges through the use of controls, structures, and management practices that achieve BAT for toxic and non-conventional pollutants and BCT for conventional pollutants.

Risk Level 2/3 dischargers are subject to a pH Numeric Action Level (NAL) of 6.5 - 8.5 and a turbidity NAL of 250 NTU.

3.2 Good Site Management HousekeepingClient organization/company Name will implement good site management (i.e., "housekeeping") measures for construction materials that could potentially be a threat to water quality if discharged. At a minimum, the good housekeeping measures shall consist of the following:

1. Identify the products used and/or expected to be used and the end products that are produced and/or expected to be produced. This does not include materials and equipment that are designed to be outdoors and exposed to environmental conditions (i.e. poles, equipment pads, cabinets, conductors, insulators, bricks, etc.).

2. Cover and berm loose stockpiled construction materials that are not actively being used (i.e. soil, spoils, aggregate, fly-ash, stucco, hydrated lime, etc.). Inactive areas are defined as stockpiled materials: not scheduled to be re-disturbed for at least 14 days. Note: with the onset of precipitation all stockpile materials shall be protected.

3. Store chemicals in watertight containers with appropriate secondary containment to prevent any spillage or leakage or in a storage shed providing complete enclosure.

4. Minimize exposure of construction materials to precipitation (not applicable to materials designed to be outdoors and exposed to the environment).

5. Implement BMPs to control the off-site tracking of loose construction and landscape materials.

Client organization/company Name will implement good housekeeping measures for waste management, which at a minimum shall consist of the following:

1. Preventing disposal of any rinse or wash waters or materials on impervious or pervious site surfaces or into the storm drain system.

2. Ensuring the containment of sanitation facilities (e.g., portable toilets) to prevent discharges of pollutants to the storm water drainage system or receiving water.


3. Cleaning or replacing sanitation facilities and inspecting them regularly for leaks and spills.

4. Covering waste disposal containers at the end of every business day and prior to a rain event.

5. Preventing discharges from waste disposal containers to the storm water drainage system or receiving water. Containing and securely protecting stockpiled waste material from wind and rain at all times unless actively being used.

6. Implementing procedures that effectively address hazardous and non-hazardous spills.

7. Developing a spill response and implementation procedure prior to commencement of construction activities. To these ends, the SWPPP shall require that:

Equipment and materials for cleanup of spills shall be available on site and that spills and leaks shall be cleaned up immediately and disposed of properly.

Appropriate spill response personnel are assigned and trained.

8. Ensuring the containment of concrete washout areas and other washout areas that may contain additional pollutants to prevent discharge into the underlying soil and onto the surrounding areas.

Client organization/company Name will implement good housekeeping for vehicle storage and maintenance, which at a minimum, shall consist of the following:

1. Preventing oil, grease, or fuel from leaking into the ground, storm drains or surface waters.

2. Implementing appropriate BMPs whenever equipment or vehicles are fueled, maintained, or stored.

3. Cleaning leaks immediately and disposing of leaked materials properly.

Client organization/company Name will implement good housekeeping for landscape materials, which at a minimum shall consist of the following:

1. Containing stockpiled materials such as mulches and topsoil when they are not actively being used.

2. Containing fertilizers and other landscape materials when they are not actively being used.

3. Discontinuing the application of any erodible landscape material at least 2 days before a forecasted rain event (50 percent or greater chance of producing precipitation) or during periods of precipitation.

4. Applying erodible landscape material at quantities and application rates according to the manufacturer’s recommendations or based on written specifications by knowledgeable and experienced field personnel.

5. Stacking erodible landscape material on pallets and covering or storing such materials when not being used or applied.


Client organization/company Name will implement good housekeeping measures on the construction site to control the air deposition of site materials and from site operations. Such particulates can include, but are not limited to, sediment, nutrients, trash, metals, bacteria, oil and grease and organics.

Additional Risk Level 2/3 Requirement: Client organization/company Name will document all housekeeping BMPs in the SWPPP and REAP(s) in accordance with the nature and phase of the construction project. Construction phases at traditional land development projects include Grading and Land Development Phase, Streets and Utilities, or Vertical Construction for traditional land development projects.

3.3 Non-Storm Water ManagementClient organization/company Name will practice proper management of non-storm water by:

1. Implementing measures to control all non-storm water discharges during construction.

2. Washing vehicles in such a manner as to prevent non-storm water discharges to surface waters or Municipal Separate Storm Sewer System (MS4) drainage systems.

3. Cleaning streets in such a manner as to prevent unauthorized non-storm water discharges from reaching surface water or MS4 drainage systems.

3.4 Erosion ControlClient organization/company Name will practice proper and effective erosion control by:

1. Implementing effective wind erosion control.

2. Providing effective soil cover for inactive areas, all finished slopes, and utility backfill.

3. Limiting the use of plastic materials when more sustainable, environmentally friendly alternatives exist. Where plastic materials are deemed necessary, Client organization/company Name will consider the use of plastic materials resistant to solar degradation.

3.5 Sediment ControlsClient organization/company Name will practice proper and effective sediment control by:

1. Establishing and maintain effective perimeter controls as needed, and implementing effective BMPs for all construction entrances and exits to sufficiently control erosion and sediment discharges from the site.

2. At minimum, designing sediment basins according to the guidance provided in California Stormwater Quality Association (CASQA’s) Construction BMP Handbook on sites where sediment basins are to be used.

3. Additional Risk Level 2/3 Requirement: Client organization/company Name shall implement appropriate erosion control BMPs (runoff control and soil stabilization) in conjunction with sediment control BMPs for areas under active construction.

4. Additional Risk Level 2/3 Requirement: Client organization/company Name shall apply linear sediment controls along the toe of the slope, face of the slope, and at the


grade breaks of exposed slopes to comply with sheet flow lengths in accordance with Table 5 below.

Table 4: Critical Slope/Sheet Flow Length Combinations

Slope Percentage Sheet Flow Length Not to Exceed

0-25% 20 feet

25-50% 15 feet

Over 50% 10 feet

5. Additional Risk Level 2/3 Requirement: Client organization/company Name shall ensure that construction activity traffic to and from the project is limited to entrances and exits that employ effective controls to prevent off-site tracking of sediment.

6. Additional Risk Level 2/3 Requirement: Client organization/company Name shall ensure that all storm drain inlets and perimeter controls, runoff control BMPs, and pollutant controls at entrances and exits (e.g. tire washoff locations) are maintained and protected from activities that reduce their effectiveness.

7. Additional Risk Level 2/3 Requirement: Client organization/company Name shall inspect all immediate access roads daily. At a minimum daily and prior to any rain event, Client organization/company Name will remove any sediment or other construction activity-related materials that are deposited on the roads (by vacuuming or sweeping).

3.6 Run-on and Run-off ControlsClient organization/company Name will effectively manage all run-on, all runoff within the site and all runoff that discharges off the site. Run-on from off site shall be directed away from all disturbed areas or shall collectively be in compliance with the effluent limitations in this General Permit.

3.7 Rain Event Action Plans (REAPs)Client organization/company Name will ensure a QSP develops a Rain Event Action Plan (REAP) 48 hours prior to any likely precipitation event. A likely precipitation event is any weather pattern that is forecast to have a 50% or greater probability of producing precipitation in the project area. Client organization/company Name will ensure a QSP obtains a printed copy of precipitation forecast information from the National Weather Service Forecast Office (e.g., by entering the zip code of the project’s location at http://www.wrh.noaa.gov/sgx/). A blank REAP template is included in Appendix M. All completed REAPs should also be included in Appendix M.

Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a QSP develops the REAPs for all phases of construction (i.e., Grading and Land Development, Streets and Utilities, Vertical Construction, Final Landscaping and Site Stabilization).

Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a QSP verifies that a REAP includes, at a minimum, the following site information:


Site Address

Calculated Risk Level

Site Storm Water Manager Information including the name, company, and 24-hour emergency telephone number

Erosion and Sediment Control Provider information including the name, company, and 24-hour emergency telephone number

Storm Water Sampling Agent information including the name, company, and 24-hour emergency telephone number

Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a QSP includes in the REAP, at a minimum, the following project phase information:

Activities associated with each construction phase

Trades active on the construction site during each construction phase

Trade contractor information

Suggested actions for each project phase

Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a QSP develops additional REAPs for project sites where construction activities are indefinitely halted or postponed (Inactive Construction). At a minimum, Inactive Construction REAPs must include:

Site Address

Calculated Risk Level

Site Storm Water Manager Information including the name, company, and 24-hour emergency telephone number

Erosion and Sediment Control Provider information including the name, company, and 24-hour emergency telephone number

Storm Water Sampling Agent information including the name, company, and 24-hour emergency telephone number

Trades active on site during Inactive Construction

Trade contractor information

Suggested actions for inactive construction sites

Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a QSP begins implementation and makes the REAP available onsite no later than 24 hours prior to the likely precipitation event.

Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a QSP maintains onsite a paper copy of each REAP in compliance with the record retention requirements of the Special Provisions in this General Permit.


4 BEST MANAGEMENT PRACTICESThe LRP will be responsible for installing and maintaining BMPs throughout the duration of the project. The QSP will inspect BMPs and provide recommendations for BMP installation and maintenance. Copies of BMP fact sheets specific to this project are located in Appendix F of this SWPPP.

4.1 Erosion and Sediment Control

4.1.1 Erosion Control BMPs

Erosion control, also referred to as soil stabilization, consists of source control measures that are designed to prevent soil particles from detaching and becoming transported in storm water runoff. Erosion control BMPs protects the soil surface by covering and/or binding soil particles. This project will implement the following practices for effective erosion control:

EC-1: Scheduling

EC-5: Soil Binders

Sufficient erosion control materials, as detailed in Appendix F, will be maintained on site to allow implementation, in conformance with General Permit requirements and as described in this SWPPP. This includes implementation requirements for active areas and inactive areas that require deployment before the onset of rain events.

4.1.2 Sediment Control BMPs

Sediment controls are structural measures that are intended to complement and enhance the selected erosion control measures and reduce sediment discharges from active construction areas. Sediment controls are designed to intercept and settle out soil particles that have been detached and transported by the force of water. This project will implement the following practices for effective sediment control:

SE-5: Fiber Rolls

SE-7: Street Sweeping and Vacuuming

SE-10: Storm Drain Inlet Protection

Sufficient quantities of temporary sediment control materials, as detailed in Appendix F, will be maintained on-site throughout the duration of the project to allow implementation of temporary sediment controls in the event of predicted rain and for rapid response to failures or emergencies, in conformance with other Permit requirements and as described in this SWPPP. This includes implementation requirements for active areas and non-active areas before the onset of rain.

All BMP materials shall be certified weed free in an effort to control the spread of noxious weeds.


4.1.3 Wind Erosion ControlWind erosion control consists of applying water or other dust palliatives to prevent or minimize dust nuisance. This project will implement the following practices for effective wind erosion control:

WE-1: Wind Erosion Control

Water trucks and/or a portable tank shall be made available to the field crews with an adequate supply of non-chlorinated water to be used as necessary to mitigate the generation of airborne dust particulates from the construction sites. Water used for dust control will be applied in such a manner to minimize runoff from the site.

4.1.4 Tracking Control Tracking control consists of preventing or reducing the tracking of sediment off-site by vehicles leaving the construction area. This project will implement the following practices for tracking control:

TC-1: Stabilized Construction Entrance/Exit

4.2 BMP Implementation Specific for this Project for Non-Storm Water Management and Material Management

4.2.1 Non-Storm Water Management BMPsNon-storm water management BMPs are source control BMPs that prevent pollution at their source by limiting or reducing potential pollutants at their source or eliminating off-site discharge. These practices involve day-to-day operations of the construction site and are usually under the control of the contractor. These BMPs are also referred to as “good housekeeping practices” which involve keeping a clean, orderly construction site. This project will implement the following practices for effective non-storm water management controls:

NS-3: Paving and Grinding Operations

NS-6: Illicit Connection/Discharge

NS-9: Vehicle and Equipment Fueling

NS-12: Concrete Curing

4.2.2 Waste Management and Materials Pollution ControlsWaste management and materials pollution control BMPs, like non-storm water management BMPs, are source control BMPs that prevent pollution by limiting or reducing potential pollutants at their source before they come in contact with storm water. These BMPs are also referred to as “good housekeeping practices” which involve keeping a clean, orderly construction site.

Waste management consists of implementing procedural and structural BMPs for handling, storing and disposing of wastes generated by a construction project to prevent the release of waste materials into storm water runoff or discharges through proper management of the following types of wastes: solid, sanitary, concrete, hazardous, and equipment-related washes.

This project will implement the following practices for effective waste management controls:


WM-1: Material Delivery and Storage

WM-2: Material Use

WM-3: Stockpile Management

WM-4: Spill Prevention and Control

WM-5: Solid Waste Management

WM-6: Hazardous Waste Management (if needed)

WM-8: Concrete Waste Management

4.3 Post-Construction Storm Water Management Measures

4.3.1 Post-Construction Runoff Reduction

The Project t Title is located in an area subject to a Phase 2 MS4 Permit approved Storm Water Management Plan (SWMP). Post-construction requirements of the Phase II MS4 Permit are effective July 1, 2015. Therefore, this project IS NOT required to meet the post-construction runoff reduction measures specified in the General Permit. The post-construction measures in the General Permit are required for projects that are not located in an area subject to a MS4 Permit approved SWMP.


5 BMP INSPECTION AND MAINTENANCE5.1 BMP Inspection and MaintenanceInspections of active construction areas will be conducted by the Site QSP or their qualified designee who has received project specific SWPPP training as follows:

Weekly

Prior to a forecast storm event

After a rain event that causes runoff from the construction site

At 24-hour intervals during extended rain events.

Quarterly non-storm water visual inspections

Daily inspections will be performed by the QSP or a designee with appropriate training to verify that the appropriate BMPs for storm water and non-storm water are being implemented in the following construction site locations:

Areas where active construction is occurring (including staging areas)

Project excavations are closed, with properly protected spoils, and that road surfaces are cleaned of excavated material and construction materials such as chemicals by either removing or storing the material in protective storage containers at the end of every construction day

Land areas disturbed during construction are returned to preconstruction conditions or an equivalent protection is used at the end of each workday to eliminate or minimize erosion and the possible discharge of sediment or other pollutants during a rain event.

If deficiencies are identified during BMP inspections, repairs or design changes to BMPs must be initiated within 72 hours of identification and need to be completed as soon as possible. Construction Site Monitoring Program (CSMP) Checklists, located in Appendix G-1, should be utilized to assess the condition of site compliance. See Section 8, Construction Site Monitoring Program, for guidance in filling out the CSMP Checklist. Completed checklists shall be kept in Appendix G-1 of the SWPPP.


6 TRAININGThe General Permit requires (Section VII) that all elements of the SWPPP be developed by a QSD and implemented by a QSP. The QSP may delegate tasks to trained employees provided adequate supervision and oversight is provided.

Personnel at the site shall receive training appropriate for individual roles and responsibilities on the project. Appropriate personnel shall receive training on SWPPP implementation, BMP inspection and maintenance, and record keeping. Document all training activities (formal and informal) in the QSP Training Log located in Appendix H. Training documentation must also be submitted in the Annual Report.

Qualified SWPPP Developer - Client organization/company Name will ensure that SWPPPs are written, amended and certified by a Qualified SWPPP Developer (QSD). A QSD shall have one of the following registrations or certifications, and appropriate experience:

California registered professional civil engineer;

California registered professional geologist or engineering geologist;

California registered landscape architect;

Professional hydrologist registered through the American Institute of Hydrology;

Certified Professional in Erosion and Sediment Control (CPESC)™ registered through Enviro Cert International, Inc.;

Certified Professional in Storm Water Quality (CPSWQ)™ registered through Enviro Cert International, Inc.

Professional in erosion and sediment control registered through the National Institute for Certification in Engineering Technologies (NICET);

Before any construction activities start for this project, a QSD shall have attended a SWRCB-sponsored or approved QSD training course. Client organization/company Name will list the name and telephone number of the currently designated Qualified SWPPP Developer(s) in the SWPPP.

The designated Qualified SWPPP Developer is:

Name Phone Number Qualification(s)

Developer Full Name ______________ ________ , ___________ , ____

Qualified SWPPP Practitioner - Client organization/company Name will ensure that all BMPs required by this General Permit are implemented by a Qualified SWPPP Practitioner (QSP). A QSP is a person responsible for non-storm water and storm water visual observations, sampling and analysis. Effective two years from the date of adoption of this General Permit, a QSP shall be either a QSD or have one of the following certifications:


Certified erosion, sediment and storm water inspector registered through Enviro Cert International, Inc.

Certified inspector of sediment and erosion control registered through Certified Inspector of Sediment and Erosion Control, Inc.

Before any construction activities start for this project, a QSP shall have attended a SWRCB-sponsored or approved QSP training course.

The designated Qualified SWPPP Practitioner(s) is(are):

Name Phone Number Qualification

Practitioner Full Name ______________ ________

The QSP(s) identified above will provide direction to the following contractors, subcontractors, superintendents and others as listed in Section 7.


7 RESPONSIBLE PARTIES AND OPERATORS7.1 Responsible PartiesClient organization/company Name shall include, in the SWPPP, a list of all parties responsible for implementation of the SWPPP. This list shall include telephone numbers, work addresses, and email addresses. Specific areas of responsibility for each person shall also be included. This list is included in Appendix I.

7.2 Contractor ListClient organization/company Name will include, in the SWPPP, a list of names of all contractors, subcontractors, and individuals who will be directed by the Qualified SWPPP Practitioner. This list shall include telephone numbers and work addresses. Specific areas of responsibility of each subcontractor and emergency contact numbers shall also be included. This list is included in Appendix J.


8 CONSTRUCTION SITE MONITORING PROGRAM (CSMP)8.1 IntroductionThis Construction Site Monitoring Program (CSMP) is a guide for the Client organization/company Name QSP and/or qualified individual(s) supervised by the QSP for monitoring and sampling procedures and instructions. This CSMP has been designed to meet Risk Level 2/3 requirements for the Project Title.

The QSP is to determine whether BMPs included in the SWPPP are effective and if immediate actions are needed and/or SWPPP revisions are necessary to reduce pollutants in storm water and authorized non-storm water discharges. The QSP is responsible for implementing the requirements of the CSMP from the commencement to the completion of construction activity. Additionally, the QSP must ensure the site is stabilized after all construction activity has been completed.

This CSMP was developed to address the following objectives:

To demonstrate that the site is in compliance with the Discharge Prohibitions and applicable Numeric Action Levels (NALs) of this General Permit.

To determine whether non-visible pollutants are present at the construction site and are causing or contributing to exceedances of water quality objectives.

To determine whether immediate corrective actions, additional Best Management Practice (BMP) implementation, or SWPPP revisions are necessary to reduce pollutants in storm water discharges and authorized non-storm water discharges.

To determine whether BMPs included in the SWPPP are effective in preventing or reducing pollutants in storm water discharges and authorized non-storm water discharges.

Revisions to the CSMP are the responsibility of Client organization/company Name and will be performed when any of the following occur:

Site conditions or construction activities change such that a change in monitoring is required to comply with the requirements and intent of the General Permit.

The RWQCB reviews the CSMP and requires revisions to be made.

The RWQCB requires additional CSMP requirements including sampling and analysis of discharges to CWA § 303(d)-listed water bodies.

8.1.1 Visual Monitoring, Inspection, and Sample Collection RequirementsThis CSMP requires routine and storm-related visual monitoring and inspections as well as requisite, conditionally based sample collection for the construction site. All blank forms (CSMP Checklist, Discharge Sampling Report, and Exemption Records) can be found in Appendix G. Completed forms shall also be kept in Appendix G. Visual inspections and sample collection shall be conducted per the following table:


Table 5: Summary of Visual Monitoring, Inspection, and Sample Collection Requirements

Action Visual Monitoring, Inspections, and Recording Sample Collection and Recording

Form BMP Log CSMP Checklist Discharge Sampling Report

Type Daily BMP

Weekly BMP

Quarterly Non-

Storm-water

Pre-Storm

During Storm

Post-Storm

Storm-water

Discharge

Receiving Water

Non-Visible Pollutants

Risk Level 2 Requirement X X X X X X X

Risk Level 3 Requirement X X X X X X Xa X

aWhen receiving water monitoring trigger is exceeded

8.1.2 Visual Monitoring, Inspection, and Sample Collection LocationsThe visual monitoring, inspections, and sample collection requirements displayed in Table 5, above, will be conducted at the locations identified in this section.

BMP Locations

BMP locations are shown on the SWPPP Map in Appendix B.

Drainage Areas

Drainage areas are shown on the CSMP Locations Map in Appendix G and described below.

Location Name Description

DA-1 Describe the location of the first drainage area.

DA-2 Describe the location of the second drainage area.

DA-3 Describe the location of the third drainage area.

… …

Storm Water Storage and Containment Areas

Storm water storage and containment areas are shown on the CSMP Locations Map in Appendix G and described below.


SC-1 Describe the location of the first Storage and Containment Area.



SC-2 Describe the location of the second Storage and Containment Area.

SC-3 Describe the location of the third Storage and Containment Area.

… …

Storm Water Discharge Points

Storm water discharge points are shown on the CSMP Locations Map in Appendix G and described below.


DP-1 Describe the location of the first Discharge Point.

DP-2 Describe the location of the second Discharge Point.

DP-3 Describe the location of the third Discharge Point.

… …

Contaminated Non-Visible Pollutant Sampling Points

Contaminated non-visible pollutant sampling points are shown on the CSMP Locations Map in Appendix G and described below.


NV-1 Describe the location of the first Contaminated No-Visible Pollutant Sampling Point.



… …

Uncontaminated Non-Visible Pollutant Sampling Points

Uncontaminated non-visible pollutant sampling points are shown on the CSMP Locations Map in Appendix G and described below.


UNV-1 Describe the location of the first Uncontaminated No-Visible Pollutant Sampling Point.





… …

8.1.3 General Provisions

A qualifying rain event is defined in the CGP as a rain event producing ½ inch or more of precipitation.

A minimum of 48 hours of dry weather will be used to distinguish between separate qualifying rain events.

Visual monitoring, inspections, and sample collection are not required under the following conditions:

o During dangerous weather conditions such as flooding and electrical storms

o Outside of scheduled site business hours.

If no required visual observations (inspections) or samples are collected due to these exceptions, include a written explanation (Exemption Record) in Appendix G-3 of the SWPPP and in the Annual Report. Each Exemption Record shall document the reasons why the visual monitoring, inspection, and/or sample collection was not conducted.

All completed forms (CSMP Checklists, Discharge Sampling Reports, and Exemption Records), and follow up actions shall be kept in the field copy of the SWPPP (Appendix G) throughout the duration of construction and for at least 3 years after NOT has been issued.

8.2 Visual Monitoring, Inspections, and Recording MethodsThe following sections describe the tasks required for each of the visual monitoring and inspections required in Section 8.1.1. The locations for each visual monitoring and inspection are described in Section 8.1.2 and shown in the CSMP Locations Map in Appendix B. All corrective actions shall be recorded as an attachment to the form on which they were identified. If identified deficiencies require design changes, including additional BMPs, the implementation of changes will be initiated within 72 hours of identification and be completed as soon as possible. When design changes to BMPs are required, the SWPPP shall be amended to reflect the changes.

8.2.1 Weekly BMP Inspection

Weekly inspections of all BMPs shall be conducted to:


Inspect all storm water drainage areas for the presence or absence of floating and suspended materials, a sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants;

Identify any spills, leaks, or uncontrolled pollutant sources that have or may discharge from the site;

Inspect all BMPs;

Identify all BMPs that need maintenance to operate effectively;

Identify all BMPs that have failed;

Identify all BMPs that could fail to operate as intended;

Identify the need for additional BMPs;

If needed implement appropriate corrective action items to repair all BMPs that need maintenance or have failed (include updates in SWPPP); and

Inspect all locations of stored or contained storm water for the presence or absence of floating and suspended materials, a sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants.

Weekly BMP inspections shall be recorded on the CSMP Checklist form. Weekly BMP inspections shall be performed once during each week throughout the project. All corrective action shall be recorded on the CSMP Checklist form or included as an attachment.

8.2.2 Quarterly Non-Storm Water Inspection

Quarterly inspections of each drainage area shall be conducted to:

Identify any presence or evidence of any non-storm water discharge for each drainage area (authorized or unauthorized);

Record pollutant characteristics (floating and suspended material, sheen, discoloration, turbidity, odor, etc.);

Identify source of discharge; and

If needed implement appropriate corrective action items to eliminate unauthorized non-storm water discharges and to reduce or prevent pollutants from contacting non-storm water discharges.

Quarterly BMP inspections shall be recorded on the CSMP Checklist. Quarterly BMP inspections shall be performed once during each quarter (January-March, April-June, July-September, and October-December) throughout the project.

8.2.3 Pre-Storm, During Storm, and Post-Storm Inspection

Pre-storm, during storm, and post-storm inspections shall be conducted to:

Inspect all storm water drainage areas for the presence or absence of floating and suspended materials, a sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants;


Identify any spills, leaks, or uncontrolled pollutant sources that have or may discharge from the site;

Inspect all BMPs;

Identify all BMPs that need maintenance to operate effectively;

Identify all BMPs that have failed;

Identify all BMPs that could fail to operate as intended;

Identify the need for additional BMPs;

If needed implement appropriate corrective action items to repair all BMPs that need maintenance or have failed (include updates in SWPPP); and

Inspect all locations of stored or contained storm water for the presence or absence of floating and suspended materials, a sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants.

Pre-storm inspections shall be recorded on the CSMP Checklist form. Pre-storm inspections shall be performed within 48-hours prior to a predicted rain event with a 50% or greater probability of precipitation. The forecast shall be recorded from http://www.srh.noaa.gov/ and included as an attachment to the CSMP Checklist form. All corrective action shall be recorded on the CSMP Checklist form or included as an attachment.

During storm inspections shall be recorded on the CSMP Checklist form. During storm inspections shall be performed each day that rainfall occurs within an extended rain event. This applies to rain events which were predicted to have a 50% or greater probability of precipitation or have accumulated at least ½ inch of rain. All corrective action shall be recorded on the CSMP Checklist form or included as an attachment.

Post-storm inspections shall be recorded on the CSMP Checklist form. Post-storm inspections shall be performed within 48-hours following the conclusion of a qualifying rain event. A summary of precipitation for the entire qualifying rain event shall be included as an attachment to the CSMP Checklist form. All corrective action shall be recorded on the CSMP Checklist form or included as an attachment.


http://www.srh.noaa.gov/

8.3 Sampling Collection and Recording Methods

8.3.1 Sampling MethodsThe QSP shall be responsible for all sampling requirements. The QSP may designate and train another person to perform the sampling. Any person, besides the QSP, that will perform sampling should be listed below.

Type of Sampling Person to Perform Sampling Phone NumberNon-Visible Pollutant

List person, default is QSP (###)###-####

All samples that require laboratory analysis should be take to TBD or a comparable lab. An example Chain of Custody (COC) for TBD is included in Appendix K. Records of all COCs shall be kept in Appendix K. Contact information for TBD is included below:

Insert Laboratory Name & Address

All sample collected must meet the following conditions:

Samples shall be taken at all applicable discharge points shown on the CSMP Locations Map in Appendix B to effectively characterize the site conditions.

Rain event samples shall be collected during the first two hours of discharge from a qualifying rain event. If it is unclear whether or not the discharge is part of a qualifying rain event, a sample should still be taken.

Records of all analytical results from the project shall be kept in Appendix K of the SWPPP. Records shall be kept for at least three years after the NOT is issued.

Records shall include the method detection limits and reporting units, and the analytical techniques or methods used. Quality assurance/quality control records and results.

8.3.2 Water Quality Sampling and Analysis1. Risk Level 2/3 dischargers shall collect storm water grab samples from sampling

locations, as defined in Section 8.1.2. The storm water grab sample(s) obtained shall be representative of the flow and characteristics of the discharge.

2. At minimum, Risk Level 2/3 dischargers shall collect 3 samples per day of the qualifying event.

3. Risk Level 2/3 dischargers shall ensure that the grab samples collected of stored or contained storm water are from discharges subsequent to a qualifying rain event (producing precipitation of 1/2 inch or more at the time of discharge).

Storm Water Effluent Monitoring Requirements

Risk Level 2/3 dischargers shall analyze their effluent samples for:

pH and turbidity.


Any additional parameters for which monitoring is required by the RWQCB.

Risk Level 2/3 dischargers shall refer to the table below for test methods, detection limits, and reporting units.

Table 6: Test Methods, Detection Limits, Reporting Units

Parameter Test Method Min. Detection Numeric Action Level

pH Field test with calibrated portable instrument 0.2 pH Units lower NAL = 6.5

upper NAL = 8.5

TurbidityEPA 0180.1 and/or field test with calibrated portable instrument

1 NTU 250 NTU

8.3.3 Non-Visible Pollutant SamplingNon-visible pollutant sampling is required due to any breach, malfunction, leakage, or spill observed during a visual inspection which could result in the discharge of pollutants to surface waters that would not be visually detectable in storm water.

Non-visible pollutant samples collected must meet the following conditions:

Samples that are taken shall be analyzed for all non-visible pollutant parameters shown in Table 6, below.

A sample shall be collected of storm water that has not come in contact with the disturbed soil or the materials stored or used on-site (uncontaminated sample) for comparison with the discharge sample.

Compare the uncontaminated sample to the samples of discharge using field analysis or through laboratory analysis.

Potential Non-Visible Pollutants

Potential pollutants are shown in detail in Section 2.5. A summary of potential non-visible pollutants is shown in Table 8, below.

Table 7: Summary of Potential Non-Visible Pollutants

Potential Non-Visible Pollutants Source (activity or material) Analytical Method

Add non-visible pollutants from section 2.5 List the source of the pollutant. List the analytical method.



… … …


Appendix A

Construction General Permit Documents

Storm Water Pollution Prevention Plan Project Name

A-1: Construction General Permit Order No. 2009-0009-DWQ


A-2: Amendment Order No. 2012-0006-DWQ


Appendix B

Submitted Permit Registration Documents (PRDs)


B-1: Notice of Intent


B-2: Risk Assessment (Construction Site Sediment & Receiving Water Risk Determination)


B-3: SWPPP Map


Appendix C

SWPPP Amendment Log


SWPPP AMENDMENT LOG

Amendment No.

Name of QSD Description Date


Appendix D

Submitted Changes to PRDs (due to change in ownership, contacts, or acreage)


Appendix E

Construction Schedule


Construction Schedule (or replace with contractor provided schedule)

Estimated Dates Event or Construction Phase

Start of Construction

Installation of Sediment Control BMPs

Installation of Erosion Control BMPs

Clearing and Grubbing

Demolition

Rough Grading

Concrete Pouring Activities

Street/Access Road Paving

Vertical Construction

Temporary Stabilization

Other:

Other:

Other:

Other:

Final Landscaping and Stabilization


Appendix F

CASQA BMP Handbook Fact Sheets


Appendix G

Construction Site Monitoring Program Documents


G-1: CSMP ChecklistCONSTRUCTION SITE INSPECTION CHECKLIST

Project Name

Inspector’s Name Inspector’s Title

Inspector Company

Pictures taken? Time of Inspection

Date of Inspection Date Inspection Report Written

Inspection Type(Check Applicable)

Weekly Prior to forecast rain

24-hr intervals during extended rain After a rain event

Other __ Quarterly Non Stormwater

Weather (circle all that apply) Sunny Partly Sunny Partly Cloudy Cloudy Rainy Windy

Most Recent Storm Data

Storm Start Date & Time: Storm Duration (hrs):

Current Rain Gauge Reading (inches)

Total Storm Rainfall (inches)

Visual Monitoring, Inspection, and Sampling Locations Observed (see section 8 of SWPPP)Stage of Construction

Activities Completed

Approximate Exposed Site Area

GENERAL INFORMATION

Is the site in compliance with the SWPPP and the permit requirements? Yes No

If NO, indicate tasks necessary to bring the site into compliance in the area below. Include dates each task will be completed.

Was water quality sampling part of this inspection? Yes No

If YES, see the results on the final page of the inspection form.

Sign the following certification: “I certify that this inspection form is true, accurate, and complete, to the best of my knowledge and belief.”

Signature __________________________________________________________________________________


CONSTRUCTION SITE INSPECTION CHECKLIST

Requirement Yes No N/A Corrective Action/Location

Temporary Erosion ControlsDoes the applied erosion control provide 100% coverage for the required areas?Are there any non-vegetated areas that need erosion control?

Is the area where erosion control is required free from visible erosion?Do any vegetated areas require maintenance, irrigation, fertilization, or mulching?Are there any areas of the site that are disturbed, but will likely lie dormant for over 14 days?Do any erosion control BMPs require maintenance?

Temporary Sediment ControlsAre temporary sediment controls functional, and installed in accordance with the details and/or the SWPPP Map?Do any sediment control BMPs require maintenance?

Is the built-up sediment less than 1/3 the height of the barrier?Are water bars or check dams installed where necessary and properly spaced according to the SWPPP Map?Are sediment controls installed and maintained in accordance with the SWPPP map, functional and maintained?Are silt fences and fiber rolls placed on level contours?

Storm Drain Inlet ProtectionAre storm drain inlet BMPs internal to the project installed and maintained properly?Are offsite storm drain inlet BMPs installed and maintained properly?StockpilesAre inactive stockpiles covered and protected from run-on, run-off from adjacent areas, and from winds?Are stockpiles located at least 50 feet from concentrated flows, downstream drainage courses and storm drain inlets?Concentrated Flows

Are concentrated flow paths free of visible erosion?

Tracking ControlDoes the project have a stabilized construction site entrance/exit and is it installed correctly according to the SWPPP?Are points of ingress/egress to public/private roads inspected, swept, and maintained according to the SWPPP?Wind Erosion Control

Is dust control implemented?

Dewatering OperationsIs dewatering handled in conformance with the dewatering permit issued by the RWQCB?

Is required treatment provided for dewatering effluent?

Requirement Yes No N/A Corrective Action/LocationVehicle & Equipment Fueling, Cleaning, and Maintenance


CONSTRUCTION SITE INSPECTION CHECKLISTAre vehicle and equipment fueling, cleaning, maintenance and parking areas reasonably clean and free of spills, leaks, or any other deleterious material?Are vehicle and equipment fueling, cleaning and maintenance activities performed on an impermeable surface in dedicated areas? If no, are drip pans used?Are dedicated fueling, cleaning, and maintenance areas located at least 50 feet away from downstream drainage facilities and watercourses, and protected from run-on and runoff?Is wash water contained for infiltration/ evaporation?Is on-site cleaning limited to washing with water (no soap, soaps substitutes, solvents, or steam)?On each day of use, are vehicles and equipment inspected for leaks?Waste Management & Materials Pollution ControlAre material storage areas and washout areas protected from run-on and runoff, and located at least 50 feet from concentrated flows and downstream drainage facilities?Are material handling and storage areas clean; organized; free of spills, leaks, or any other deleterious material; and stocked with appropriate clean-up supplies?Are liquid materials, hazardous materials, and hazardous wastes stored within secondary containment?Are packaged materials stored on pallets?Are hazardous materials and wastes stored in appropriate, labeled containers?Are secondary containment facilities and packaged materials covered or protected when inactive?Are temporary concrete washout facilities designated and water tight?Are concrete wastes, including residues from cutting and grinding, contained and disposed of off-site or in concrete washout facilities?Are spills from mobile equipment fueling and maintenance properly contained and cleaned up?Is litter from work areas within the construction limits of the project site collected and placed in dumpsters with lids?Are trash receptacles provided in the Contractor’s yard, field trailer areas, and at locations where workers congregate for lunch and break periods?Are waste management receptacles free of leaks?

Is the site free of litter?Are waste management receptacles filled at or beyond capacity?Are portable toilets placed within containment to prevent the discharge (leaking) of pollutants?Spill Control and ResponseAre there proper spill clean-up materials, and posted spill-reporting procedures for hazardous materials and wastes in open and accessible locations adjacent to storage areas?If a spill has occurred, was the QSP contacted within 24 hours of a spill of a hazardous substance?

Requirement Yes No N/A Corrective Action/LocationNon-Storm Water Discharges


CONSTRUCTION SITE INSPECTION CHECKLISTIs there any evidence of illicit discharges or illegal dumping on the project site?If yes, has the QSP been notified?If there has been an unauthorized or non-storm water discharge, has it been immediately contained, cleaned up and documented in the SWPPP?If yes, has the QSP been notified?

Discharge PointsAre discharge points and discharge flows free from visible pollutants?Are discharge points free of any significant erosion and deposition?SWPPP UpdateDoes the SWPPP adequately reflect the current site conditions and contractor operations?Are all BMPs shown in the SWPPP Map also installed on the construction site?Are the SWPPP and NOI on-site where it is accessible to others?Does the SWPPP contain a current list of potential pollutant sources?GeneralIf this is a pre-storm inspection, is a Rain Even Action Plan (REAP) also being developed? (traditional projects only)Are there any other potential stormwater or non-stormwater pollution control concerns at the site?Storm Water MonitoringIs there a 50% chance of rain or greater in the forecast? (http://www.weather.gov) Note: Print and attach NOAA forecast to this checklist.

If a storm event occurred recently, did it produce precipitation of 0.5 inch or more? If so, this should be a post-storm inspection.

Are there any noticeable odors or visible sheen on the surface of any runoff or discharges?


http://www.weather.gov/

G-2: Discharge Sampling Report


DISCHARGE SAMPLING REPORTSampler’s Name: _____________________________ Date: ________________________

Type of Sampling Event (Circle One): Rain Event Non-Stormwater

*Non Visible Pollutant Sampling Event? (Circle One) Yes No *Note: Non-visible pollutant sampling is only required if there is potential for non-visible pollutants to discharge from the site. See Section 8.3.2 of the SWPPP for additional guidance and requirements for non-visible pollutant sampling.

Sampling Location

(Consult SWPPP Map for Name and Location

of Sampling Points)

Time of Sample

Collection

Parameter

(pH, Turbidity, or Specific Non-

Visible Pollutant)

Analysis Performed

By

(List Laboratory or Person)

Result

(Include units)

% of Total Site

Discharge

Sampler’s Signature: _____________________________


G-3: Exemption Records

Visual monitoring, inspections, and sample collection are not required under the following conditions:

During dangerous weather conditions such as flooding and electrical storms

Outside of scheduled site business hours.

If no required visual observations (inspections) or samples are collected due to these exceptions, complete a form below. Each form shall document the reasons why the visual monitoring, inspection, and/or sample collection was not conducted. Completed forms shall be included in Appendix H.

Time: Date:

Exemption Type: □ Dangerous weather conditions □ Outside of scheduled site business hoursDetails of Exemption:

Time: Date:


Time: Date:


Time: Date:



G-4: CSMP Locations Map


Appendix H

Certifications and QSP Training Log


QSP Training LogDate QSP Training Topic Name of Trainee QSP Initial


Appendix I

Responsible Parties


Responsible Parties

Title and Contact Information Area of ResponsibilityLegally Responsible Person:Entity Name_NCTDLRP Contact Person: Peykan Abbassi, Chief Development OfficerAddress: 801 Mission AvenueCity, State, Zip: Oceanside, CA 92054Telephone Number: 760.966.6684Email: [email protected]

Property Owner and Permittee under the General Permit

Authorized Signatory for the LRP:Contact Person: Full NameAddress: 801 Mission AvenueCity, State, Zip: Oceanside, CA 92054Telephone Number: TBDEmail: TBD

Authorized to sign (and certify) on behalf of the LRP: the Notice of Intent, Notice of Termination, Changes to the Permit Registration Documents, SWPPP Certification, Annual Reports, Non-Compliance reports, and any other information requested by the RWQCB, SWRCB, or EPA under the General Permit.

Qualified SWPPP Developer:Company Name: NameQSD Name: Name, TitleAddress: street addressCity, State, Zip: City State, zipTelephone Number: _____________Email: _____________

Draft the SWPPP and any SWPPP amendments and certify compliance of the SWPPP with the General Permit.

Qualified SWPPP Practitioner:Company Name: ___________QSP Name:_____________Address:_______________City, State, Zip:_____________Telephone Number (including emergency contact number[s]):____________Fax:____________Email:________________

Implement the SWPPP on a daily basis at the Project, oversee the training of contractors and other personnel undertaking SWPPP-related duties, monitor and direct contractors with SWPPP responsibilities (including those installing or maintaining BMPs), oversee the inspection and monitoring programs, perform inspections or delegate others to do so (see other delegated inspectors below), prepare reports required by the SWPPP for review and certification by the LRP’s representative.

SWPPP Inspector(s):Company Name: _________Name:___________Address:_________City, State, Zip:___________Telephone Number (including emergency contact number[s]):__________Fax:____________Email:__________

Conduct inspections under the supervision of the QSP.




Title and Contact Information Area of ResponsibilityContractor/SubcontractorCompany Name: __________Name:______________Address:__________City, State, Zip: ____________Telephone Number (including emergency contact number[s]):___________Fax: ____________Email:_____________

Install, maintain, and replace erosion and sediment controls.


Appendix J

Contractors and Subcontractors


CONTRACTORS AND SUBCONTRACTORS

Contractor/SubcontractorName and Address

Contact Person/Phone Number Activity Start

DateEndDate


Appendix K

Chain of Custody and Analytical Results


Appendix L

NAL Exceedance Evaluations


Numeric Action Level Exceedance ReportIn the event that the storm event average of the samples exceeds an applicable NAL, Risk Level 2/3 discharges must electronically submit all storm event sampling results to the SWRCB’s SMARTS no later than 10 days after the conclusion of the storm event. In addition, the RWQCBs may request the submittal of an NAL Exceedance Report. The discharger must certify each NAL Exceedance Report in accordance with the General Permit’s Special Provisions for Construction Activity.

An NAL Exceedance Report must contain the following information:

Analytical method(s), method reporting unit(s), and MDL(s) of each analytical parameter;

Date, place, time of sampling, visual observation (inspections), and/or measurements, including precipitating; and

Description of the current BMPs associated with the sample that exceeded the NAL and the proposed corrective actions taken.


Risk Level 2/3

Numeric Action Level Exceedance Report

Date, time, sampling location,

visual observatio

ns and precipitatio

n

Parameter

Test Method/ Protocol

Discharge Type

Min. Detection Limit

Reporting Units

Numeric

Action Level

Test Resul

t

Associated BMP

and Corrective Action

pH Field test with calibrated portable instrument

Type 2 Discharge

s0.2 pH Units

Lower NAL =

6.5Upper NAL =

8.5

Turbidity EPA

0180.1and/or field test with calibrated portable instrument

Type 2 Discharge

s other than ATS

1 NTU NTU 250 NTU

For ATS discharge

s1 NTU NTU N/A


Appendix M

Blank Rain Event Action Plan (REAP) Template and Completed Plans


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