SWPPP Template - NCTD | North County Transit · Web viewStorm Water Pollution Prevention PlanlxxxiProject Title Storm Water Pollution Prevention Plan19 Project Title Storm Water Pollution

STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

FORCONSTRUCTION ACTIVITIESCALIFORNIA 2009-0009-DWQ

CONSTRUCTION GENERAL PERMITAS AMENDED BY 2012-0006-DWQ

Project TitleLinear Project

Project Street AddressCity, CA

WDID# _________

LUP Type 1/2/3 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 NameFull Name

Street AddressCity, St. Zip

Phone numberEmail address (bold)

SWPPP Preparation Date:Month Day, Year

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

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........................................................................................................................... 61.9 Changes to Permit Coverage...................................................................................................71.10 Notice of Termination...............................................................................................................7

2 PROJECT AND SITE INFORMATION..............................................................................................892.1 Project and Site Information...................................................................................................89

2.1.1 Vicinity Map...........................................................................................................10112.2 Storm Water Run-On from Offsite Areas............................................................................11122.3 Findings of the Construction Site Sediment and Receiving Water Risk Determination......11122.4 Construction Schedule........................................................................................................12142.5 Potential Construction Site Pollutant Sources....................................................................1214

2.5.1 Potential Sources of Sediment...............................................................................13142.5.2 Other Pollutants Sources.......................................................................................1315

2.6 Identification of Non Storm Water Discharges....................................................................16172.6.1 Expected Non-Storm Water Discharges and Controls...........................................1618

3 LUP TYPE SPECIFIC PROJECT REQUIREMENTS....................................................................19203.1 Good Site Management Housekeeping..............................................................................19203.2 Non-Storm Water Management..........................................................................................21223.3 Erosion Control................................................................................................................... 21223.4 Sediment Controls..............................................................................................................2122

4 BEST MANAGEMENT PRACTICES.............................................................................................23244.1 Erosion and Sediment Control............................................................................................2324

4.1.1 Erosion Control BMPs...........................................................................................23244.1.2 Sediment Control BMPs........................................................................................23254.1.3 Wind Erosion Control.............................................................................................24254.1.4 Tracking Control....................................................................................................2425

4.2 BMP Implementation Specific for this Project for Non-Storm Water Management and Material Management.........................................................................................................24264.2.1 Non-Storm Water Management BMPs..................................................................24264.2.2 Waste Management and Materials Pollution Controls...........................................2526

4.3 Post-Construction Storm Water Management Measures....................................................25274.3.1 Post-Construction Runoff Reduction........................Error! Bookmark not defined.27

5 BMP INSPECTION AND MAINTENANCE....................................................................................26285.1 BMP Inspection and Maintenance......................................................................................2628

6 TRAINING..................................................................................................................................... 27297 RESPONSIBLE PARTIES AND OPERATORS............................................................................2931

7.1 Responsible Parties............................................................................................................29317.2 Contractor List.................................................................................................................... 2931

Storm Water Pollution Prevention Plan iii Project Title

8 MONITORING AND REPORTING PROGRAM.............................................................................30328.1 LUP Type 1 M&RP Requirements......................................................................................3133

8.1.1 LUP Type 1 Inspection Requirements...................................................................31338.1.2 LUP Type 1 Non-visible Pollutant Monitoring Requirements.................................3234

8.2 LUP Type 2/3 M&RP Requirements...................................................................................33358.2.1 LUP Type 2/3 Inspection Requirements................................................................33358.2.2 LUP Type 2/3 Storm Water Effluent Monitoring Requirements..............................34368.2.3 LUP Type 2/3 Storm Water Effluent Sampling Locations......................................35388.2.4 LUP Type 2/3 Non-visible Pollutant Monitoring Requirements..............................36388.2.5 LUP Type 2/3 Visual Observation and Sample Collection Exceptions...................37408.2.6 LUP Type 2/3 Storm Water Sample Collection and Handling Instructions.............38408.2.7 LUP Type 2/3 Monitoring Methods........................................................................38408.2.8 LUP Type 2/3 Analytical Methods..........................................................................39418.2.9 LUP Type 2/3 NAL Exceedance Report................................................................39418.2.10 LUP Type 2/3 Monitoring Records.........................................................................3941

LIST OF FIGURES

Figure 1: Vicinity Map............................................................................................................................ 1011

LIST OF TABLES

Table 1: Project Segment Summary......................................................................................................1217Table 2: Potential Sources of Sediment from Construction Activities....................................................1317Table 3: Construction Activity, Associated Pollutants, and Equipment..................................................1318Table 4: Potential Construction Site Pollutants......................................................................................1419Table 5: Critical Slope/Sheet Flow Length Combinations......................................................................2125Table 6: LUP Summary of Monitoring Requirements.............................................................................3035Table 7: Summary of Potential Non-Visible Pollutants...........................................................................3338Table 8: Effluent Monitoring Requirements for LUP Type 2/3 Project....................................................3440Table 9: Test Methods, Detection Limits, Reporting Units.....................................................................3843Table 10: Summary of Potential Non-Visible Pollutants.........................................................................4045

Storm Water Pollution Prevention Plan iv Project Title

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 INSPECTION CHECKLIST

APPENDIX H: CERTIFICATIONS AND QSP TRAINING LOG

APPENDIX I: RESPONSIBLE PARTIES

APPENDIX J: CONTRACTORS AND SUBCONTRACTORS

APPENDIX K: NAL EXCEEDANCE SITE EVALUATIONS (REMOVE IF TYPE I)

Storm Water Pollution Prevention Plan v Project Title

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 QualityCWA - Clean Water ActDWQ - Division of Water QualityEPA - Environmental Protection AgencyLRP - Legally Responsible PersonLUP - Linear Underground/Overhead ProjectsM&RP – Monitoring and Reporting ProgramMRR - 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 Title

1 SWPPP REQUIREMENTS1.1 IntroductionThis SWPPP is written to comply with requirements for coverage under the State Water Resources Control Board Order No. 2009-0009-DWQ, General Permit No. CAS000002 and Amendment Order No. 2010-0014-DWQ and No. 2012-0006-DWQ (Included in Attachment A of the Construction General Permit as a Linear Utility Project, Type 1 and Type 2/3. The “Segments” referenced in this SWPPP and the exhibits are for the purpose of Risk Types only, and are not related to actual construction segments or phasing.

Company/Organization Name will ensure that the SWPPP is developed and amended or revised by a Qualified SWPPP Developer (QSD) to address the following objectives:

1. All pollutants and their sources, including sources of sediment associated with construction and Linear Utility Project (LUP) activity 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 LUPs during construction.

4. Final stabilization BMPs installed to reduce or eliminate pollutants are effective and properly maintained.

Storm Water Pollution Prevention Plan 1 Project Title

1.2 Certifications

1.2.1 Legally Responsible PersonThe 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 CertificationThe 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/Position810 Mission AvenueOceanside, CA92054Phone 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) directed by the QSP responsible for SWPPP management and implementation, water pollution control, and Permit compliance during construction, shall be provided and included in Appendix I. 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 call-out 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.

If additional response resources are required for any storm water or pollution prevention issues, the QSP shall immediately contact the On-Duty Safety and Environmental Specialist, who can be contacted via the NCTD Operator at (760) 966-6500.

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


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

7. 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 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

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 the 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 NCTD 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 shall furnish the RWQCB, SWRCB, or US Environmental Protection Agency (EPA), within a reasonable time, any requested information to determine compliance with this General Permit. RWQCB’s 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.

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. 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 (Attachment A, Paragraph C, (a) through (d)). Requirements include:

There is no potential for construction-related storm water pollution;

All elements of the SWPPP have been completed;

Construction materials and waste have been disposed of properly; and

The site is in compliance with all local storm water management requirements.

The NOT must demonstrate that the project meets all of the requirements of Attachment A, Paragraph C, (a) through (d) 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 (Client organization/company Name demonstrates that site complies with final stabilization)


2 PROJECT AND SITE INFORMATION2.1 Project and Site Information

The project will consist of ____ miles of ____(ex: railroad tracks) and ______(ex: subgrade / ballast injection; supporting structures). Different sections of the project are described below:

The “Segments” reference in this SWPPP and the exhibits is for the purpose of Risk Levels only, and is not related to actual construction segments or phasing.

Project 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 Error: Reference source not found - Vicinity Map included in Section 2.1.1). The project site currently consists of ________(ex: existing railroad ). Client organization/company Name proposes to develop ________ (ex: segments XX), for _________ (ex: transportation/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: City State: California ZIP Code: xxxxxCounty: San Diego Regional Board: San DiegoWDID: PendingBegin Point Latitude: 34.03916 Begin Point Longitude: -117.31958End Point Latitude: 34.01436 End Point Longitude: -117.34372Mid-Point Latitude: 34.02594 Mid-Point Longitude: -117.33282Are storm water discharges from the Site subject to post construction requirements from the Phase II MS4 Permit? Yes NoIf so, are requirements addressed in this SWPPP Yes No N/ADescription: A separate Water Quality Management Plan will address post construction water quality management and BMPs.Previous Land Use: __________(ex: Railroad transportation)Proposed Land Use: __________(EX: Railroad transportation)Existing Site Impervious Area: _____(Ex: 0 Acres Existing Pervious Site Area: 7.50 Acres )Proposed Site Impervious Area: ______(EX:280 S.F. Proposed Site Pervious Area: 7.50 Acres)Are there any known contaminants on site from previous land uses or operations? Yes NoDescription: N/AThis site must address all requirements of NCTD Storm Water Management Plan (SWMP) Post Construction Stormwater section.

Yes No

Receiving Water Information: ____________________(ex: San Luis Rey River. Some sections of the project are within the flood prone areas of the receiving water; these are LUP Type 2/3 areas. All other areas are within the project are within the Sam Luis Rey watershed.)Does 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

DESCRIBE SENSITIVE WATERS HERE:

______________________________________(EX: Project is within the San Luis Rey watershed which is listed on the 303(d) list as impaired for Sedimentation/Siltation, primarily due to sewage leaks. )



2.1.1 Vicinity MapInsert Map Here

Figure 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 involves the placement of xx new or replacement xx of subgrade/ballast/tie along an xx.x mile route. Current run-on and post construction run-on will not change as a result of this project. All run-on is either from adjacent land or land within the existing railroad right-of-way.

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

A site risk analysis was conducted by modifying the CGP’s Risk Determination Worksheet to determine the LUP Type for this project. The Project is located in the San Luis Rey Watershed, which does not contain tributaries listed on the 2010 303(d) list for sediment related impairments. Therefore, the Project’s Receiving Water Risk is classified as “Low”.

A site risk analysis was conducted by modifying the CGP’s Risk Determination Worksheet to determine the LUP Type for this project. The linear nature of this project allowed for different segments to have different receiving water risks, and subsequently, different overall Risk Levels. The entire project is located in the San Luis Rey watershed, which has various tributaries listed on the 2006 303(d) list for sediment related impairments. As specified in Attachment A.1 of the permit, portions of the project that are located within the flood plain or flood prone area (riparian zone) of a sediment sensitive receiving water body will have a “High” receiving water risk; portions of the project outside of the riparian zone will have a “Medium” receiving water risk. For this project, detailed hydrology data was not available. Therefore, a conservative estimate of 1000 feet was used to estimate the flood prone area of the receiving water. Segments within 1000 feet of a tributary of San Luis Rey River are considered to be within the flood prone zone and, as a result, have a “High” receiving water risk. These project segments (red segments shown in Figure 1 - Vicinity Map) have a Low project sediment risk and a High receiving water risk, which results in an overall LUP Type 2/3 Risk Level. Project segments that lie more than 1000 feet away from sediment impaired tributaries (outside of the flood prone zone) are considered to have a “Medium” receiving water risk. These segments (green segments shown in Figure 1 - Vicinity Map) have a “Low” project sediment risk and a “Medium” receiving water risk, which results in an overall Type 1 Risk Level. Both Type 1 and Type 2/3 segments of this project will have permit requirements addressed according to their specified Risk Levels. The “segments” referenced in this SWPPP are for the purpose of defining Type 1 and Type 2/3 areas and do not correspond to any sections as defined for construction phasing or project section areas as part of the plans or CPUC submittals.

Project location and schedule information were used to determine the R-factor, K-factor, and LS-factor components for each segment.

The R-Factor was calculated using the EPA’s Construction Rainfall Erosivity Waiver Guidelines found in Fact Sheet 3.1 of EPA 833-F-00-014.

The segment-specific K factors were obtained using the SMARTS risk calculator.

The segment LS-factors were calculated using the SMARTS risk calculator, etc.

The Risk Determination Worksheets are included in Appendix B. A summary is provided in Table 1 below showing the tower locations and the corresponding segments and risk levels.


Table 1: Project Segment Summary

Segment Number Segment Information R K LS Receiving

Water Risk Type

1

___(ex: railroad) removal and installation along ___ (ex: Ocean avenue), adjacent to ___

164 0.32 0.44 Low 1

2


173 0.32 0.44 Low 1

3


173 0.32 0.44 Low 1

4


173 0.32 0.44 Low 1

2.4 Construction ScheduleEstimated Project Start Date: Month Year

Estimated Project Completion Date: Month Year

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

The Contractor shall provide a detailed schedule for the ground disturbing and BMP installation activities. Scheduled activities should include demolition, perimeter control installation, grading operations, erosion control installation, streets and utility construction, vertical construction, 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, NCTD 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 SedimentTable 2: Potential Sources of Sediment from Construction Activities

Vehicle trackingGrading operationsExposed soils and slopesImport/export operationsUtility excavation operationsLandscaping operationsTopsoil stripping and stockpilingFine grading of home sites

2.5.2 Other Pollutants SourcesTable 3: 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 MilkySidewalks pH Cloudy to MilkyFoundations pH Cloudy to MilkyDriveways pH Cloudy to MilkyMedians pH Cloudy to MilkyStuccoing pH Cloudy to MilkyGrouting pH Cloudy to MilkyWashouts/Clean up pH Cloudy to Milky

General:Framing Sawdust YesPainting Paint (when wet) YesDry Walling Gypsum/Joint Compound YesTiling Ceramic dust Yes


Cabinet 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 lifts (Pettibone)Water truck(s) Generator(s) portableScraper(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 equipmentHole drilling rig (Note: Hole drilling rig is on a excavator platform and regular line truck

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

Table 4: 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


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


YES Material Type PollutantVisually

Observable

Typical Location

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

Varies Material storage area

Herbicide Chlorinated hydrocarbons, organophosphates Varies Material storage

areaSoil Amendments 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

Biological 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

Suds, foam, froth All areas

Wood Preservatives

Amber liquid Home construction

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.

Water used to control dust.

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

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

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 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 or another NPDES permit, to determine whether a separate NPDES permit is necessary.

2.6.1 Expected Non-Storm Water Discharges and ControlsAllowable 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.

Responsible party: Underground contractor, Water department, fire department


Waters to Control Dust

Dust control will be implemented when wind exceeds 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.

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. Most of the discharge will infiltrate into the ground do 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.

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.

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.

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.

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, or adopted TMDL allocations.


3 LUP TYPE SPECIFIC PROJECT REQUIREMENTS3.1 Good Site Management HousekeepingCompany/Organization 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.

Company/Organization 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 replace 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 nonhazardous 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.

Company/Organization 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.

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

This project does not include any landscape materials.

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

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

3. Discontinue the application of any erodible landscape material at least two days before a forecasted rain event or during periods of precipitation.

4. Applying erodible landscape material at quantities and application rates according to manufacturer recommendations and experienced field personnel.

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

Company/Organization Name will conduct an assessment and create a list of potential pollutant sources and 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. This potential pollutant list shall be kept with the SWPPP and shall identify all non-visible pollutants which are known, or should be known, to occur on the construction site. At a minimum, when developing BMPs, Company/Organization 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.

7. NCTD will implement good housekeeping measures on the construction site to control the air deposition of site materials and from site operations.

3.2 Non-Storm Water ManagementProper management of non-storm water requires a LUP discharger to:

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

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

3.3 Erosion ControlProper and effective erosion control requires a LUP discharger to:

1. Implement effective wind erosion control.

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

3. Limit the use of plastic materials when more sustainable, environmentally friendly alternatives exist. Where plastic materials are deemed necessary, the discharger shall consider the use of plastic materials resistant to solar degradation.

3.4 Sediment ControlsProper and effective sediment control requires a LUP discharger to:

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

Additional LUP Type 2/3 Requirement: LUP Type 2/3 dischargers 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 2 below. All sediment controls must be placed in areas that avoid any sensitive plants on-site.

Table 5: 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


Additional LUP Type 2/3 Requirement: LUP Type 2/3 dischargers 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.

Additional LUP Type 2/3 Requirement: LUP Type 2/3 dischargers 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.

Additional LUP Type 2/3 Requirement: LUP Type 2/3 dischargers shall inspect all immediate access roads. At a minimum daily and prior to any rain event, the discharger shall remove any sediment or other construction activity-related materials that are deposited on the roads (by vacuuming or sweeping).


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 BMPsErosion 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-2: Preservation of Existing Vegetation

EC-4: Hydroseeding

EC-5: Soil Binders

EC-7: Geotextiles and Mats

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. Ultimately, areas of the site that were vegetated prior to construction activities must be re-established to a uniform vegetative cover equivalent to 70 percent coverage of the preconstruction vegetative conditions. Where no vegetation is present prior to construction, the site must be returned to its original line and grade and/or compacted to its original level of compaction.

All access roads must be constructed to ensure drainage is conveyed down slopes in a non-erosive manner. This may include installation of engineered overside drains (typically called a McCarthy drain), rock check dams, or rip rap. BMP Fact Sheets to address this issue include

SE-4 Check Dams

EC-10 Velocity Dissipation Devices

EC-11 Slope Drains.

4.1.2 Sediment Control BMPsSediment 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-6: Gravel Bag Berm


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 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-2: Dewatering Practices

NS-6: Illicit Connection/Discharge

NS-9: Vehicle and Equipment Fueling

NS-10: Vehicle and Equipment Maintenance

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-7: Contaminated Soil Management (if needed)

WM-8: Concrete Waste Management

WM-9: Sanitary/Septic 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 LUP construction areas will be conducted by the Site QSP or their qualified designee who has received project specific SWPPP training as follows:

Daily (visual inspection only, documented using inspection log)

Weekly (documented using checklist and filed in SWPPP) [Type 2/3 or 3 only]

Prior to a forecast storm event (documented using checklist and filed in SWPPP) [Type 2/3 or 3 only]

After a rain event that causes runoff from the construction site (documented using checklist and filed in SWPPP) [Type 2/3 or 3 only]

At 24-hour intervals during extended rain events (documented using checklist and filed in SWPPP) [Type 2/3 or 3 only]

Quarterly non-storm water visual inspections [Type 2/3 or 3 only]

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.

A tracking or follow-up procedure shall follow any inspection that identifies BMPs that need maintenance or have failed, or could fail to operate as intended. 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. A program for maintenance, inspection and repair of BMPs is shown in the Monitoring and Reporting Program (Section 8.0). The Construction Site Inspection Checklist is found in Appendix G. Completed checklists will be kept with the SWPPP in Appendix G.


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) and retained a record of training activities in SWPPP Appendix H. Training documentation must also be submitted in the Annual Report.

Qualified SWPPP Developer - Client organization/company Name shall 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. The discharger shall 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

QSD Full Name _________ ____, ________, ________

Qualified SWPPP Practitioner - Client organization/company Name shall 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

QSP Full Name Phone __________, ________

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 shall 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 MONITORING AND REPORTING PROGRAMThis Monitoring and Reporting Program (M&RP) is a guide for the QSP and/or qualified individual(s) supervised by the QSP for monitoring and sampling procedures and instructions. 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 monitoring program must be implemented at the appropriate level to protect water quality at all times throughout the duration of the project.

Because segments are both Type 1 and Type 2/3 for this project, this M&RP has been designed to meet LUP Type 1 and Type 2/3 monitoring and reporting requirements. The “segments” referenced in this SWPPP are for the purpose of defining Type 1 and Type 2/3 areas and do not correspond to any sections as defined for construction phasing or project section areas as part of the plans or CPUC submittals.

The Company/Organization Name QSP is responsible for implementing the requirements of the M&RP from the commencement to the completion of construction activity. Additionally, the Company/Organization Name QSP must ensure the site is stabilized after all construction activity has been completed.

Revisions to the M&RP are the responsibility of Company/Organization 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.

Company/Organization Name is required to revise the M&RP based on a review by the RWQCB.

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

This M&RP requires routine and storm-related site inspections as well as requisite, conditionally based sample collection for LUP sites. Inspections and sample collection shall be conducted per the following table:

Table 6: LUP Summary of Monitoring Requirements

LUP Type

Visual Inspections Sample Collection

Daily Site BMP

Pre-storm Event Daily

Storm BMP

Post Storm

Storm Water

DischargeReceiving

WaterNon-Visible

(when applicable)Baseline

1 X X

2 X X X X X X

3 X X X X X X X

Observations and results from the visual inspections shall be documented on the Construction Site Inspection Checklist and included in Appendix G.


8.1 LUP Type 1 M&RP RequirementsCompany/Organization Name will be required to comply with the following M&RP requirements for the Type 1 project segments (see Figure 1 - Vicinity Map). The “segments” referenced in this SWPPP are for the purpose of defining Type 1 and Type 2/3 areas and do not correspond to any sections as defined for construction phasing or project section areas as part of the plans or CPUC submittals.

8.1.1 LUP Type 1 Inspection RequirementsInspection programs are required for LUP Type 1 projects where temporary and permanent stabilization BMPs are installed and are to be monitored after active construction is completed. Inspection activities shall continue until adequate permanent stabilization is established and, in areas where re-vegetation is chosen, until minimum vegetative coverage is established in accordance with the General Permit, Attachment A Section C.1 (Appendix A).

1. Company/Organization Name will ensure that all inspections are conducted by trained personnel. The name(s) and contact number(s) of the assigned inspection personnel are listed in the SWPPP in Appendix I.

2. The QSP, or a trained designee, will ensure that all visual inspections are conducted daily during working hours and in conjunction with other daily activities in areas where active construction is occurring.

3. The QSP, or a trained designee, will ensure that photographs of the site taken before, during, and after storm events are taken during inspections, and submitted through the SWRCB’s SMARTS website once every 3 rain events.

4. The QSP, or a trained designee, will conduct daily visual inspections to verify that:

Appropriate BMPs for storm water and non-storm water have been implemented in areas where active construction is occurring (including staging areas).

Any excavation is closed, and associated spoil piles are properly protected to withstand rain and wind.

Road surfaces are cleaned of excavated material.

Construction materials (e.g., chemicals) are either removed from the project site or stored in appropriate protective storage containers at the end of every construction day.

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

Inspections may be discontinued in non-active construction areas where soil-disturbing activities are completed and final soil stabilization is achieved (e.g., paving is completed, substructures are installed, vegetation meets minimum cover requirements for final stabilization, or other stabilization requirements are met).

Inspection forms shall be filled out completely and accurately, and signed and dated by the inspector. The original forms shall be filed at the project site trailer or maintained with the project superintendent if a site trailer is not in use. If possible, the inspector should retain of copy of all inspections he or she authored.


8.1.2 LUP Type 1 Non-visible Pollutant Monitoring RequirementsFor LUP Type 1 construction projects, the Company/Organization Name QSP will implement sampling and analysis requirements to monitor non-visible pollutants associated with:

1. The construction sites

2. Activities producing pollutants that are not visually detectable in storm water discharges

3. Activities which could cause or contribute to an exceedance of water quality objectives in the receiving waters

Sampling and analysis for non-visible pollutants is only required where the QSP believes pollutants associated with construction activities have the potential to be discharged with storm water runoff due to a spill or in the event there was a breach, malfunction, failure, and/or leak of any BMP. Also, failure to implement BMPs may require sample collection.

The QSP, or a trained designee, will rely on visual observations in accordance with the monitoring program described above to determine when to collect samples. Company/Organization Name is not required to collect samples if one of the conditions described above (e.g., breach or spill) occurs and the site is cleaned of material and pollutants and/or BMPs are implemented prior to the next storm event.

The QSP, or a trained designee, will collect samples at a point down-gradient from all discharge locations where the visual observations were made that triggered the monitoring, and which can be safely accessed. For sites where sampling is required, personnel trained in water quality sampling procedures will collect any and all storm water samples. If sampling for non-visible pollutants is required, the QSP will ensure that samples are analyzed for parameters indicating the presence of pollutants.

The QSP, or a trained designee, is not required to physically collect samples or conduct visual observations (i.e., inspections) during dangerous weather conditions such as flooding and electrical storms, outside of scheduled site business hours, or when access to the site is deemed unsafe by the project superintendent. However, If Client organization/company Name does not collect the required samples or conduct an inspection and perform visual observations due to these exceptions, an explanation shall be included in both the SWPPP and the Annual Report.

For each sampling event, the QSP, or a trained designee, will ensure the following are adhered to as practicably and safely as possible:

1. Collect samples during the first 2 hours of discharge from rain events that occur during business hours and which generate runoff.

2. Ensure that a sufficiently large sample of storm water (that has not come into contact with the disturbed soil or the materials stored or used on-site) will be collected for comparison with the discharge sample. Samples shall be collected during the first 2 hours of discharge from rain events that occur during daylight hours and which generate runoff.

3. Compare the results of the uncontaminated sample to the results of discharge samples using field analysis or through laboratory analysis. Analyses may include, but are not limited to, indicator parameters such as: pH, specific conductance, dissolved oxygen, conductivity, salinity, and Total Dissolved Solids (TDS).

4. Ensure that field samples are collected and analyzed according to manufacturer specifications of the sampling devices employed. Portable meters shall be calibrated


according to manufacturer’s specification. For laboratory analyses, all sampling, sample preservation, and other analyses must be conducted according to test procedures pursuant to 40 C.F.R. Part 136.

5. Ensure that all field and/or analytical data are kept in the SWPPP document. Monitoring data can be found within Appendix G.

For samples to be analyzed in the field, collection, analysis, and equipment calibration will be in accordance with the field instrument manufacturer's specifications.

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 6, below.

Table 7: Summary of Potential Non-Visible Pollutants

Potential Non-Visible Pollutants Source (activity or material)

Water Quality Indicator

ConstituentAnalytical Method

Sealant (MMA) Concrete Work Methyl methacylate EPA 625 (SVOC)

Curing Compounds Concrete WorkVOCs EPA 601/602 or EPA

624

SVOCs EPA 625 (SVOC)

Ash, Slag, Sand Concrete Work Al; Ca; Va; Zn EPA 200.8 (Metal); EPA 200.7 (Calcium)

Polymer/Co-polymers Soil Amendments/Dust Control

Organic Nitrogen EPA 351.3 (TKN)

BOD EPA 405.1 (BOD)

COD EPA 410.4 (COD)

DOC EPA 415.1 (DOC)

Nitrate EPA 300.0 (Nitrate)

Sulfate EPA 300.0 (Sulfate)

Nickel EPA 200.8 (Metal)

8.2 LUP Type 2/3 M&RP RequirementsCompany/Organization Name will be required to comply with the following M&RP requirements for the Type 2/3 project segments (see Figure 1 - Vicinity Map)

8.2.1 LUP Type 2/3 Inspection RequirementsInspection programs are required for LUP Type 2/3 projects where temporary and permanent stabilization BMPs are installed and are to be monitored after active construction is completed. Inspection activities shall continue until adequate permanent stabilization is established and, in areas where re-vegetation is chosen, until minimum vegetative coverage is established in accordance with the General Permit, Attachment A Section C.1 (Appendix A)


1. Company/Organization Name will ensure that all inspections are conducted by trained personnel. The name(s) and contact number(s) of the assigned inspection personnel should be listed in the SWPPP.

2. Company/Organization Name will ensure that all visual inspections are conducted daily during working hours and in conjunction with other daily activities in areas where active construction is occurring.

3. Company/Organization Name will ensure that photographs of the site taken before, during, and after storm events are taken during inspections, and submitted through the SWRCB’s SMARTS website once every three rain events.

4. Company/Organization Name will conduct daily visual inspections to verify that appropriate BMPs for storm water and non-storm water are being implemented and in place in areas where active construction is occurring (including staging areas).

5. Company/Organization Name will conduct inspections of the construction site prior to anticipated storm events, during extended storm events, and after actual storm events to identify areas contributing to a discharge of storm water associated with construction activity. Pre-storm inspections are to ensure that BMPs are properly installed and maintained; post-storm inspections are to assure that BMPs have functioned adequately. During extended storm events, inspections shall be required during normal working hours for each 24-hour period.

6. Inspections may be discontinued in non-active construction areas where soil-disturbing activities are completed and final soil stabilization is achieved (e.g., paving is completed, substructures are installed, vegetation meets minimum cover requirements for final stabilization, or other stabilization requirements are met).

7. Company/Organization Name will implement a monitoring program for inspecting projects that require temporary and permanent stabilization BMPs after active construction is complete. Inspections shall ensure that the BMPs are adequate and maintained. Inspection activities shall continue until adequate permanent stabilization is established and, in vegetated areas, until minimum vegetative coverage is established in accordance with Section C.1 of this Attachment.

8. If possible, Company/Organization Name will install a rain gauge on-site at an accessible and secure location with readings made during all storm event inspections. When readings are unavailable, data from the closest rain gauge with publicly available data may be used.

9. Company/Organization Name will Include and maintain a log of the inspections conducted in the SWPPP. The log will provide the date and time of the inspection and who conducted the inspection.

8.2.2 LUP Type 2/3 Storm Water Effluent Monitoring RequirementsCompany/Organization Name is required to monitor effluent discharges for all active construction areas located in Type 2/3 project segments. Type 2/3 projects are required to meet Numeric Action Levels (NALs) for pH and turbidity in site storm water discharges. Effluent monitoring requirements for LUP Type 2/3 projects are summarized in Table 9.

Table 8: Effluent Monitoring Requirements for LUP Type 2/3 Project

LUP Type Frequency Effluent Monitoring


2Minimum of 3 samples per day characterizing discharges associated with construction activity from the project active areas of construction.

Turbidity, pH, and non- visible pollutant parameters (if applicable)

Whenever daily average analytical effluent monitoring results indicate that the discharge is below the lower NAL for pH, exceeds the upper NAL for pH, or exceeds the turbidity NAL, Company/Organization Name will conduct a construction site and run-on evaluation to determine whether pollutant source(s) associated with the site’s construction activity may have caused or contributed to the NAL exceedance and shall immediately implement corrective actions if they are needed.

The site evaluation will be documented in the SWPPP and specifically address whether the source(s) of the pollutants causing the exceedance of the NAL:

Are related to the construction activities and whether additional BMPs or SWPPP implementation measures are required to meet BAT/BCT requirements; reduce or prevent pollutants in storm water discharges from causing exceedances of receiving water objectives; and (3) determine what corrective action(s) were taken or will be taken and with a description of the schedule for completion.

and/or:

Are related to the run-on associated with the construction site location and whether additional BMPs or SWPPP implementation measures are required to:

1. Meet BAT/BCT requirements

2. Reduce or prevent pollutants in storm water discharges from causing exceedances of receiving water objectives

3. Decide what corrective action(s) were taken or will be taken, including a description of the schedule for completion.

Additional, specific LUP Type 2/3 storm water effluent monitoring requirements include the following:

1. Company/Organization Name will collect storm water grab samples from sampling locations characterizing discharges associated with activity from the LUP active areas of construction. At a minimum, 3 samples shall be collected per day of discharge.

2. Company/Organization Name will collect samples of stored or contained storm water that is discharged subsequent to a storm event producing precipitation of ½ inch or more at the time of discharge.

3. Company/Organization Name will ensure that storm water grab sample(s) obtained be representative of the flow and characteristics of the discharge.

4. Company/Organization Name will analyze their effluent samples for pH, turbidity, and any additional parameter for which monitoring is required by the RWQCB.

8.2.3 LUP Type 2/3 Storm Water Effluent Sampling Locations1. Company/Organization Name will perform sampling and analysis of storm water

discharges to characterize discharges associated with construction activity from the entire disturbed project or area.


2. Company/Organization Name will select analyze storm water discharges using field meters calibrated in accordance with Table 10.

3. Company/Organization Name will ensure that all storm water sample collection preservation and handling shall be conducted in accordance with the “Storm Water Sample Collection and Handling Instructions” below.

8.2.4 LUP Type 2/3 Non-visible Pollutant Monitoring RequirementsCompany/Organization Name will implement sampling and analysis requirements to monitor non-visible pollutants associated with construction sites, activities producing pollutants that are not visually detectable in storm water discharges, and activities which could cause or contribute to an exceedance of water quality objectives in the receiving waters. Specific requirements include the following:

1. Sampling and analysis for non-visible pollutants is only required where Company/Organization Name believes pollutants associated with construction activities have the potential to be discharged with storm water runoff due to a spill or in the event there was a breach, malfunction, failure and/or leak of any BMP. Also, failure to implement BMPs may require sample collection.

Visual observations made during the monitoring program described above will help Company/Organization Name determine when to collect samples.

Company/Organization Name are not required to sample if one of the conditions described above (e.g., breach or spill) occurs and the site is cleaned of material and pollutants and/or BMPs are implemented prior to the next storm event.

2. Company/Organization Name will collect samples down-gradient from the discharge locations where the visual observations were made triggering the monitoring and which can be safely accessed. For sites where sampling and analysis is required, personnel trained in water quality sampling procedures shall collect storm water samples.

3. If sampling for non-visible pollutant parameters is required, Company/Organization Name will ensure that samples be analyzed for parameters indicating the presence of pollutants identified in the pollutant source assessment required in Section J.2.a.i.

4. Company/Organization Name will collect samples during the first two hours of discharge from rain events that occur during business hours and which generate runoff.

5. Company/Organization Name will ensure that a sufficiently large sample of storm water that has not come into contact with the disturbed soil or the materials stored or used on-site will be collected for comparison with the discharge sample. Samples shall be collected during the first two hours of discharge from rain events that occur during daylight hours and which generate runoff.

6. Company/Organization Name will compare the uncontaminated sample to the samples of discharge using field analysis or through laboratory analysis. Analyses may include, but are not limited to, indicator parameters such as: pH, specific conductance, dissolved oxygen, conductivity, salinity, and Total Dissolved Solids (TDS).

7. For laboratory analyses, all sampling, sample preservation, and other analyses must be conducted according to test procedures pursuant to 40 C.F.R. Part 136. Company/Organization Name will ensure that field samples are collected and analyzed according to manufacturer specifications of the sampling devices employed. Portable meters shall be calibrated according to manufacturer’s specification.


8. Company/Organization Name will ensure that all field and/or analytical data are kept in the SWPPP document.

During non-visible pollutant storm water sample collection and handling, the LUP Type 2/3 Client organization/company Name shall:

1. Identify the parameters required for testing and the number of storm water discharge points that will be sampled. Request the laboratory to provide the appropriate number of sample containers, types of containers, sample container labels, blank chain of custody forms, and sample preservation instructions.

2. Determine how to ship the samples to the laboratory. The testing laboratory should receive samples within 48 hours of the physical sampling (unless otherwise required by the laboratory). The options are to either deliver the samples to the laboratory, arrange to have the laboratory pick them up, or ship them overnight to the laboratory.

3. Use only the sample containers provided by the laboratory to collect and store samples. Use of any other type of containers could contaminate your samples.

4. Prevent sample contamination, by not touching, or putting anything into the sample containers before collecting storm water samples.

5. Not overfilling sample containers. Overfilling can change the analytical results.

6. Tightly screw the cap of each sample container without stripping the threads of the cap.

7. Complete and attach a label to each sample container. The label shall identify the date and time of sample collection, the person taking the sample, and the sample collection location or discharge point. The label should also identify any sample containers that have been preserved.

8. Carefully pack sample containers into an ice chest or refrigerator to prevent breakage and maintain temperature during shipment. Remember to place frozen ice packs into the shipping container. Samples should be kept as close to 4° C (39° F) as possible until arriving at the laboratory. Do not freeze samples.

9. Complete a Chain of Custody form for each set of samples. The Chain of Custody form shall include the Client organization/company Name s name, address, and phone number, identification of each sample container and sample collection point, person collecting the samples, the date and time each sample container was filled, and the analysis that is required for each sample container.

10. Upon shipping/delivering the sample containers, obtain both the signatures of the persons relinquishing and receiving the sample containers.

11. Designate and train personnel to collect, maintain, and ship samples in accordance with the above sample protocols and good laboratory practices.

8.2.5 LUP Type 2/3 Visual Observation and Sample Collection ExceptionsCompany/Organization Name will be prepared to collect samples and conduct visual observation (inspections) to meet the minimum visual observation requirements of this Attachment. Company/Organization Name is not required to physically collect samples or conduct visual observation (inspections) under the following conditions:

1. During dangerous weather conditions such as flooding and electrical storms;


2. Outside of scheduled site business hours.

3. When access to the site is unsafe due to storm events.

4. If the LUP Type 2/3 or 3 Client organization/company Name does not collect the required samples or visual observation (inspections) due to these exceptions, an explanation why the sampling or visual observation (inspections) were not conducted shall be included in both the SWPPP and the Annual Report.

8.2.6 LUP Type 2/3 Storm Water Sample Collection and Handling InstructionsRefer to Table 10 for test Methods, detection Limits, and reporting Units.

Table 9: 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

8.2.7 LUP Type 2/3 Monitoring MethodsThe LUP Type 2/3 or 3 Client organization/company Name’s project M&RP shall include a description of the following items:

1. Visual observation locations, visual observation procedures, and visual observation follow-up and tracking procedures.

Sampling locations, and sample collection and handling procedures. This shall include detailed procedures for sample collection, storage, preservation, and shipping to the testing lab to assure that consistent quality control and quality assurance is maintained. Client organization/company Name shall attach to the monitoring program a copy of the Chain of Custody form used when handling and shipping samples.

Identification of the analytical methods and related method detection limits (if applicable) for pH and turbidity.

2. Company/Organization Name will ensure that all sampling and sample preservation be in accordance with the current edition of "Standard Methods for the Examination of Water and Wastewater" (American Public Health Association). All monitoring instruments and equipment (including a discharger’s own field instruments for measuring pH and turbidity) shall be calibrated and maintained in accordance with manufacturers' specifications to ensure accurate measurements. All laboratory analyses shall be conducted according to test procedures under 40 CFR Part 136, unless other test procedures have been specified in this General Permit or by the RWQCB. The LUP discharger shall conduct its own field analysis of pH and may conduct its own field analysis of turbidity if the discharger has sufficient capability (qualified and trained employees, properly calibrated and maintained field instruments, etc.) to adequately perform the field analysis.


8.2.8 LUP Type 2/3 Analytical MethodsRefer to Table 8above for test Methods, detection Limits, and reporting Units for pH and turbidity.

pH: Company/Organization Name will perform pH analysis on-site with a calibrated pH meter or pH test kit. The LUP discharger shall record pH monitoring results on paper and retain these records in accordance with Section 8.2.10, below.

Turbidity: Company/Organization Name will perform turbidity\ analysis using a calibrated turbidity meter (turbidimeter), either onsite or at an accredited lab. Acceptable test methods include Standard Method 2130 or USEPA Method 180.1. The results shall be recorded in the site log book in Nephelometric Turbidity Units (NTU).

8.2.9 LUP Type 2/3 NAL Exceedance ReportIn the event that any effluent sample exceeds an applicable NAL, the RWQCBs may require Company/Organization Name to submit NAL Exceedance Reports. Each NAL Exceedance Report in accordance with the Special Provisions for Construction Activity. Company/Organization Name will retain an electronic or paper copy of each NAL Exceedance Report for a minimum of three years after the date the exceedance report is filed.

Company/Organization Name will include in the NAL Exceedance Report:

1. The analytical method(s), method reporting 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”)

2. The date, place, time of sampling, visual observation (inspections), and/or measurements, including precipitation

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

8.2.10 LUP Type 2/3 Monitoring RecordsCompany/Organization Name will ensure that records of all storm water monitoring information and copies of all reports (including Annual Reports) required by this General Permit be retained for a period of at least three years. Company/Organization Name may retain records off-site and make them available upon request. These records shall include:

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

2. The individual(s) who performed the facility inspections, sampling, visual observation (inspections), and or measurements;

3. The date and approximate time of analyses;

4. The individual(s) who performed the analyses;

5. A summary of all analytical results from the last three years, the method detection limits and reporting units, the analytical techniques or methods used, and all chain of custody forms;

6. Quality assurance/quality control records and results;


7. Non-storm water discharge inspections and visual observation (inspections) and storm water discharge visual observation records;

8. Visual observation and sample collection exception records; and

9. The records of any corrective actions and follow-up activities that resulted from analytical results, visual observation (inspections), or inspections.

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 6, below.

Table 10: Summary of Potential Non-Visible Pollutants

Potential Non-Visible Pollutants Source (activity or material)

Water Quality Indicator

ConstituentAnalytical Method

Sealant (MMA) Concrete Work Methyl methacylate EPA 625 (SVOC)

Curing Compounds Concrete WorkVOCs EPA 601/602 or EPA

624

SVOCs EPA 625 (SVOC)

Ash, Slag, Sand Concrete Work Al; Ca; Va; Zn EPA 200.8 (Metal); EPA 200.7 (Calcium)

Polymer/Co-polymers Soil Amendments/Dust Control

Organic Nitrogen EPA 351.3 (TKN)

BOD EPA 405.1 (BOD)

COD EPA 410.4 (COD)

DOC EPA 415.1 (DOC)

Nitrate EPA 300.0 (Nitrate)

Sulfate EPA 300.0 (Sulfate)

Nickel EPA 200.8 (Metal)


Appendix A

Construction General Permit Documents


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

Storm Water Pollution Prevention Plan Valley-Ivyglen Subtransmission Line – Phase I

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

Storm Water Pollution Prevention Plan Project Title

SWPPP AMENDMENT LOG

Amendment No.

Prepared by 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)

Detailed schedule by each pole location will be provided by contractor and updated as project schedule changes

Estimated Dates Event or Construction Phase

__________ Start of Project

____________ Project Completion


Appendix F

CASQA BMP Handbook Fact Sheets


Appendix G

Construction Site Inspection Report Forms

(Place Completed Forms Here)

Storm Water Pollution Prevention Plan Project title

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: North County Transit DistrictLRP Contact Person: Peykan Abbassi, Chief Development OfficerAddress: 810 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: Street AddressCity, State, Zip: _____________Telephone Number: ___________Email: ________________

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: Company 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.

Contractor/SubcontractorCompany Name: __________Name:______________Address:__________City, State, Zip: ____________Telephone Number (including emergency contact number[s]):___________Fax: ____________Email:_____________

Install, maintain, and replace erosion and sediment controls.


mailto:[email protected]


Appendix J

Contractors and Subcontractors


CONTRACTORS AND SUBCONTRACTORS

Contractor/SubcontractorName and Address

Contact Person/Phone Number Activity Start

DateEndDate


Appendix K

NAL Exceedance Site Evaluations

Numeric Action Level Exceedance Report

In the event that the storm event average of the samples exceeds an applicable NAL, Type 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.


LUP Type 2/3

Numeric Action Level Exceedance Report

Date, time, sampling location,

visual observation

s and precipitation

Parameter

Test Method/ Protocol

Discharge Type

Min. Detection

LimitReporting Units

Numeric Action Level

Test Result

Associated BMP and

Corrective Action

pH Field test with calibrated portable instrument

Type 2/3 Discharges 0.2 pH Units

Lower NAL =

6.5Upper NAL =

8.5Turbidity EPA

0180.1and/or field test with calibrated portable instrument

Type 2/3 Discharges other than

ATS

1 NTU 250 NTU

For ATS discharges 1 NTU N/A
