STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
FOR
CONSTRUCTION ACTIVITIES
CALIFORNIA 2009-0009-DWQ
CONSTRUCTION GENERAL PERMIT
AS AMENDED BY 2012-0006-DWQ
PROJECT TITLE
Project Street Address
City, St. Zip
WDID#___________
Risk Level 2/3 Project
PREPARED BY
ADD LOGO
DATE: Month Day, Year
REVISED:
Owner/Legally Responsible Person
North County Transit District
Peykan Abbassi, Chief Development Officer
810 Mission Avenue
Oceanside, CA92054
760.966.6684
pabbassi@nctd.org
Qualified SWPPP Developer
Company Name
RBF Consulting
Full Name
Street Address
City, St. Zip
Phone Number
Email address (bold)
SWPPP Preparation Date:
Month Day, Year
Estimated Construction Dates:
Construction Start Date: Month Day, Year Construction Completion Date: Month Day, Year
TABLE OF CONTENTS
1
SWPPP REQUIREMENTS ................................................................................................................... 1
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
1.10
2
PROJECT AND SITE INFORMATION ................................................................................................. 9
2.1
2.2
2.3
2.4
2.5
2.6
3
Effluent Standards ................................................................................................................... 19
Good Site Management Housekeeping .................................................................................. 19
Non-Storm Water Management............................................................................................... 21
Erosion Control ........................................................................................................................ 21
Sediment Controls ................................................................................................................... 21
Run-on and Run-off Controls................................................................................................... 22
Rain Event Action Plans (REAPs) ........................................................................................... 22
BEST MANAGEMENT PRACTICES ................................................................................................. 25
4.1
4.2
4.3
5
Project and Site Information ...................................................................................................... 9
2.1.1 Vicinity Map ................................................................................................................ 11
Storm Water Run-On from Offsite Areas ................................................................................. 12
Findings of the Construction Site Sediment and Receiving Water Risk Determination .......... 12
Construction Schedule ............................................................................................................ 12
Potential Construction Site Pollutant Sources ......................................................................... 12
2.5.1 Potential Sources of Sediment ................................................................................... 13
2.5.2 Other Pollutants Sources............................................................................................ 13
Identification of Non Storm Water Discharges ........................................................................ 16
2.6.1 Expected Non-Storm Water Discharges and Controls ............................................... 17
RISK LEVEL 2/3 SPECIFIC PROJECT REQUIREMENTS ............................................................... 19
3.1
3.2
3.3
3.4
3.5
3.6
3.7
4
Introduction ................................................................................................................................ 1
Certifications .............................................................................................................................. 2
1.2.1 Legally Responsible Person ......................................................................................... 2
1.2.2 Approved Signatory Certification .................................................................................. 2
1.2.3 Certifications by Qualified SWPPP Developer ............................................................. 3
1.2.4 Qualified SWPPP Practitioner ...................................................................................... 4
Permit Registration Documents (PRDs) .................................................................................... 5
SWPPP Availability and Implementation ................................................................................... 5
SWPPP Amendments ............................................................................................................... 5
Retention of Records ................................................................................................................. 6
Required Non-Compliance Reporting ....................................................................................... 6
Annual Report ............................................................................................................................ 7
Changes to Permit Coverage .................................................................................................... 7
Notice of Termination ................................................................................................................ 7
Erosion and Sediment Control................................................................................................. 25
4.1.1 Erosion Control BMPs ................................................................................................ 25
4.1.2 Sediment Control BMPs ............................................................................................. 25
4.1.3 Wind Erosion Control .................................................................................................. 26
4.1.4 Tracking Control ......................................................................................................... 26
BMP Implementation Specific for this Project for Non-Storm Water Management and
Material Management .............................................................................................................. 26
4.2.1 Non-Storm Water Management BMPs ....................................................................... 26
4.2.2 Waste Management and Materials Pollution Controls ............................................... 26
Post-Construction Storm Water Management Measures ........................................................ 27
4.3.1 Post-Construction Runoff Reduction .......................................................................... 27
BMP INSPECTION AND MAINTENANCE......................................................................................... 28
5.1
BMP Inspection and Maintenance ........................................................................................... 28
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6
TRAINING ........................................................................................................................................... 29
7
RESPONSIBLE PARTIES AND OPERATORS ................................................................................. 31
7.1
7.2
8
Responsible Parties ................................................................................................................. 31
Contractor List ......................................................................................................................... 31
CONSTRUCTION SITE MONITORING PROGRAM (CSMP) ............................................................ 32
8.1
8.2
8.3
Introduction .............................................................................................................................. 32
8.1.1 Visual Monitoring, Inspection, and Sample Collection Requirements ........................ 32
8.1.2 Visual Monitoring, Inspection, and Sample Collection Locations ............................... 33
8.1.3 General Provisions ..................................................................................................... 35
Visual Monitoring, Inspections, and Recording Methods ........................................................ 35
8.2.1 Weekly BMP Inspection .............................................................................................. 35
8.2.2 Quarterly Non-Storm Water Inspection ...................................................................... 36
8.2.3 Pre-Storm, During Storm, and Post-Storm Inspection ............................................... 36
Sampling Collection and Recording Methods ......................................................................... 38
8.3.1 Sampling Methods ...................................................................................................... 38
8.3.2 Water Quality Sampling and Analysis ........................................................................ 38
8.3.3 Non-Visible Pollutant Sampling .................................................................................. 39
LIST OF FIGURES
Figure 1: Vicinity Map .................................................................................................................................. 11
LIST OF TABLES
Table 1: Potential Sources of Sediment from Construction Activities ......................................................... 13
Table 2: Construction Activity, Associated Pollutants, and Equipment ...................................................... 13
Table 3: Potential Construction Site Pollutants ........................................................................................... 14
Table 5: Critical Slope/Sheet Flow Length Combinations ........................................................................... 22
Table 5: Summary of Visual Monitoring, Inspection, and Sample Collection Requirements ...................... 33
Table 6: Test Methods, Detection Limits, Reporting Units .......................................................................... 39
Table 7: Summary of Potential Non-Visible Pollutants ............................................................................... 39
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APPENDICES
APPENDIX A: CONSTRUCTION GENERAL PERMIT DOCUMENTS
A-1: Construction General Permit Order No. 2009-0009-DWQ
A-2: Amendment Order No. 2012-0006-DWQ
APPENDIX B: SUBMITTED PERMIT REGISTRATION DOCUMENTS (PRDs)
B-1: Notice of Intent (NOl)
B-2: Risk Assessment (Construction Site Sediment and Receiving Water Risk Determination)
B-3: SWPPP Map(s)
APPENDIX C: SWPPP AMENDMENT LOG
APPENDIX D: SUBMITTED CHANGES TO PRDS (DUE TO CHANGE IN OWNERSHIP, CONTACTS,
OR ACREAGE)
APPENDIX E: CONSTRUCTION SCHEDULE
APPENDIX F: CASQA BMP HANDBOOK FACT SHEETS
APPENDIX G: CONSTRUCTION SITE MONITORING PROGRAM DOCUMENTS
G-1: CSMP Checklist
G-2: Discharge Sampling Report
G-3: Exemption Records
G-4: CSMP Locations Map
APPENDIX H: CERTIFICATIONS AND QSP TRAINING LOG
APPENDIX I:
RESPONSIBLE PARTIES
APPENDIX J:
CONTRACTORS AND SUBCONTRACTORS
APPENDIX K: CHAIN OF CUSTODY AND ANALYTICAL RESULTS
APPENDIX L: NAL EXCEEDANCE EVALUATIONS
APPENDIX M: ......................... RAIN EVENT ACTION PLAN (REAP) TEMPLATE AND COMPLETED PLANS
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LIST OF ACRONYMS
BAT - Best Available Technology Economically Achievable
BCT - Best Conventional Pollutant Control Technology
BMP - Best Management Practices
BOD - Biochemical Oxygen Demand
CFR - Code of Federal Regulations
CGP - NPDES General Permit for Storm Water Discharges Associated with Construction Activities
COC - Chain of Custody
CPESC - Certified Professional in Erosion and Sediment Control
CPSWQ - Certified Professional in Storm Water Quality
CSMP - Construction Site Monitoring Program
CWA - Clean Water Act
DWQ - Division of Water Quality
EPA - Environmental Protection Agency
LRP - Legally Responsible Person
LUP - Linear Underground/Overhead Projects
MRR - Monitoring and Reporting Requirements
MS4 - Municipal Separate Storm Sewer System
NAL - Numeric Action Level
NICET - National Institute for Certification in Engineering Technologies
NOAA - National Oceanic and Atmospheric Administration
NOI - Notice of Intent
NOT - Notice of Termination
NPDES - National Pollutant Discharge Elimination System
NRCS - Natural Resources Conservation Service
NTU - Nephelometric Turbidity Units
O&M - Operation and Maintenance
PRDs - Permit Registration Documents
REAP - Rain Event Action Plan
RUSLE - Revised Universal Soil Loss Equation
RW - Receiving Water
RWQCB – Regional Water Quality Control Board
SMARTS - Storm Water Multi Application Reporting and Tracking System
SUSMP - Standard Urban Storm Water Mitigation Plan
SWMP - Storm Water Management Program
SWPPP - Storm Water Pollution Prevention Plan
SWRCB – State Water Resources Control Board
TMDL - Total Maximum Daily Load
WDID - Waste Discharge Identification Number
WQO - Water Quality Objective
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1 SWPPP REQUIREMENTS
1.1
Introduction
This SWPPP is written for a project with coverage under the State Water Resources Control
Board Order No. 2009-0009-DWQ, General Permit No. CAS000002 and Amendment Order No.
2010-0014-DWQ as a Risk Level 2/3 project.
Client organization/company Name will ensure that the SWPPP is developed and amended or
revised by a Qualified SWPPP Developer (QSD) to insure that:
1. All pollutants and their sources, including sources of sediment associated with
construction are controlled.
2. All non-storm water discharges are identified and either eliminated, controlled, or
treated.
3. Best Management Practices (BMPs) are effective and result in the reduction or
elimination of pollutants in storm water discharges and authorized non-storm water
discharges from the project site during construction.
4. Post-construction stabilization BMPs installed to reduce or eliminate pollutants are
effective and properly maintained.
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1.2
Certifications
1.2.1
Legally Responsible Person
The Legally Responsible Person (LRP) for this project is listed below and shall be considered
the owner of this project.
North County Transit District
Peykan Abbassi, Chief Development Officer
810 Mission Avenue
Oceanside, CA92054
760.966.6684
pabbassi@nctd.org
1.2.2
Approved Signatory Certification
The Approved Signatory (AS) for this project is listed below and is legally authorized to sign and
certify Permit Registration Documents and all other Permit related documents on behalf of the
LRP through the Storm Water Multi-Application Reporting and Tracking System (SMARTS).
Approved Signatory Name
Title/Position
AS Street Address
City, State, Zip
Phone Number
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Project Name
1.2.3
Certifications by Qualified SWPPP Developer
Client Organization/Company Name will ensure that SWPPPs are written, amended and
certified by a Qualified SWPPP Developer (QSD).
Company Name
Developer Full Name, Title (e.g. Project Engineer)
Developer Street Address
City, State Zip
Phone 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)
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Project Name
1.2.4
Qualified SWPPP Practitioner
Client Organization/Company Name will ensure that all BMPs required by this General Permit
are implemented by a Qualified SWPPP Practitioner (QSP). The QSP is responsible for nonstorm water and storm water visual observations, sampling and analysis (as required), and for
ensuring full compliance with the permit and implementation of all elements of the SWPPP.
A QSP may delegate any or all of the activities associated with their responsibilities to a
designee who has received project specific SWPPP training to perform the task(s)
appropriately, but the QSP shall ensure adequate deployment. A list of name(s), address(es),
and telephone number(s) of the person(s) trained by the QSP for SWPPP management and
implementation, water pollution control, and Permit compliance during construction, shall be
provided and included in Appendix I: Responsible Parties. Documentation of all training for
individuals responsible for activities associated with compliance with this General Permit (formal
and informal) shall be documented and included in Appendix H.
The QSP for the project is listed below and shall be considered the initial contact for all storm
water related issues.
Company Name
Practitioner Full Name, Title (e.g. Project Engineer)
Practitioner Street Address
City, State Zip
Phone Number
Qualifications: ______________(ex: California registered civil engineer – License No. XXXXX)
______________(ex: CPESC No. XXXX)
Qualifications and documentation of the QSP are included in Appendix H.
Specific responsibilities of the QSP are as follows:
1. Implement prompt and effective erosion and sediment control measures.
2. Implement all non-storm water management and materials and waste management
activities such as: monitoring discharges; maintaining consistent overall general site
clean-up; making sure vehicle and equipment cleaning, fueling, and maintenance areas
are properly maintained; ensuring adequate on-site spill control materials and
equipment; ensuring that no materials other than storm water are discharged such that
they will not have an adverse effect on receiving waters or storm drain systems; and
preventing any other unauthorized discharges.
3. Ensure proper maintenance of BMPs and ensure immediate repairs to BMPs, as
needed.
4. Conduct or oversee routine storm water and non-storm water inspections, as required.
5. Conduct or oversee pre-storm inspections.
6. Conduct or oversee storm event inspections.
7. Conduct or oversee post-storm inspections.
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8. Evaluate and initiate updates and amendments to the SWPPP based on field
inspections and scope of work. Document and coordinate amendments with the QSD.
9. Ensure submittal of the annual report and all supporting documentation to State Water
Resources Control Board (SWRCB) SMARTS by September 1 of each year.
10. Submit in a timely fashion any and all Notices of Discharge and reports of Illicit
Connections or Illegal Discharges to the Regional Water Quality Control Board
(RWQCB).
1.3
Permit Registration Documents (PRDs)
PRDs will be filed electronically to the SWRCB via the SMARTS by the LRP or approved
signatory no later than 7 days prior to the commencement of construction activities. Permit
coverage shall not commence until the PRDs and the annual fee are received by the SWRCB,
and a Waste Discharge Identification Number (WDID) number is assigned and sent by
SMARTS.
The following PRDs are contained in Appendix B of this SWPPP:
1. Notice of Intent (NOI)
2. Risk Assessment (Construction Site Sediment and Receiving Water Risk Determination)
3. SWPPP Map
PRDs must be updated to reflect changes in ownership, contact information, construction
duration, or project acreage. These updated documents must be submitted through SMARTS
and included in Appendix D. This SWPPP is also required to be filed electronically and has been
submitted to the SWRCB as a PRD.
1.4
SWPPP Availability and Implementation
The 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 Amendments
The General Permit requires that SWPPP be amended or revised by a QSD (Section XIV.A)
and that the SWPPP include a listing of the date of initial preparation and the date of each
amendment. Amendments must be signed by a QSD (Section VII.B.6). It is recommended that
all amendments be dated, logged on the Amendment Log, and placed in Appendix C of the
SWPPP.
The SWPPP must be revised or modified:

To reflect modifications to storm water control measures made in response to a change
in design, construction, operation, or maintenance at the construction site that has or
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could have a significant effect on the discharge of pollutants to the waters of the United
States that has not been previously addressed in the SWPPP.

If during inspections or investigations by site staff, or by local, state, tribal or federal
officials, it is determined that the existing storm water controls are ineffective in
eliminating or significantly minimizing pollutants in storm water discharges from the
construction site.

Based on the results of an inspection, as necessary to properly document additional or
modified BMPs designed to correct problems identified. Revisions to the SWPPP must
be completed in a timely manner.
Amendments to the SWPPP will be prepared and certified by the QSD; documented on the
SWPPP amendment form; and tracked on the amendment log. Fill out the forms completely;
document the reason for the amendment and how it modifies current conditions. Cross out the
old information in the SWPPP that is being amended and note the amendment number that
replaces the information next to the item.
1.6
Retention of Records
The General Permit (Sections I.J.69 and IV.G) requires that all dischargers maintain a paper or
electronic copy of all required records for three years from the date generated or date
submitted, whichever is last. These records must be available at the construction site until
construction is completed. Client organization/company Name will furnish the RWQCB,
SWRCB, or US Environmental Protection Agency (EPA), within a reasonable time, any
requested information to determine compliance with this General Permit. State in the SWPPP
where documents will be kept and how these requirements will be met. RWQCBs may require
records to be retained for longer periods.
1.7
Required Non-Compliance Reporting
Client organization/company Name will give advance notice to the RWQCB and local storm
water management agency of any planned changes in construction activity, which may result in
noncompliance with the General Permit requirements.
The General Permit identifies several areas of non-compliance reporting. It is the responsibility
of the permittee to properly document reportable discharges or other violations of the General
Permit. Exceedances and violations will be reported using the SMARTS system and will include
the following:

Self-reporting of any discharge violations or to comply with RWQCB enforcement
actions.

Discharges which contain a hazardous substance in excess of reportable quantities
established in 40 CFR §§ 117.3 and 302.4 unless a separate National Pollutant
Discharge Elimination (NPDES) Permit has been issued to regulate those discharges.

Numeric Action Level (NAL) exceedances (NAL Exceedance Report upon request of the
RWQCB) (Only for Risk Level 2/3 Projects).
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1.8
Annual Report
Each 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 Coverage
The General Permit (Section II.C) allows a permittee to reduce or increase the total acreage
covered under the General Permit when a portion of the project is complete and/or conditions
for termination of coverage have been met; when ownership of a portion of the project is sold to
a different entity; or when new acreage is added to the project.
To change the project acreage, the permittee will electronically file changes to the PRDs using
SMARTS. These revisions include updated site information, a modified SWPPP map, and other
appropriated SWPPP updates. All updated PRDs should be included in Appendix D. In addition,
the landowner of the removed acreage will be notified of the applicable requirements for
obtaining permit coverage and new landowner information (including name, address, phone
number, and email address) will be documented and included in the SWPPP.
1.10
Notice of Termination
To 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
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required to be submitted with the NOT. Filing an NOT certifies that all General Permit
requirements have been met. The NOT is submitted when the construction project is complete
and within 90 days of meeting all General Permit requirements for termination and final
stabilization (Section II.D). Requirements include:

The site will not pose any additional sediment discharge risk than it did prior to
construction activity.

All construction related equipment, materials and any temporary BMPs no longer
needed are removed from the site.

Post-construction storm water management measures are installed and a long-term
maintenance plan that is designed for a minimum of five years has been developed.
The NOT must demonstrate that the project meets all of the requirements of Section II.D.1 of
the General Permit by one of the following methods:

Photo Documentation: 70% final cover method (no computational proof required)

Revised Universal Soil Loss Equation: RUSLE/RUSLE2 method (computational proof
required)

Results of Testing and Analysis: Custom method (discharger demonstrates that site
complies with final stabilization)
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2 PROJECT AND SITE INFORMATION
2.1
Project and Site Information
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 Figure 1 - Vicinity Map included in Section 2.1.1). The project
site currently consists of ________(ex: mass graded pads). Client organization/company Name
proposes to develop ________ (ex: parcels XX), for _________ (ex: industrial use). Additional
Info ( ex: Extension of existing maintenance yard). All work is expected to be completed by
Month, Year. Detailed SWPPP Map drawings are located in Appendix B.
This project is located in the __________ Watershed. It drains to the main reach of
the___________(ex: San Luis Rey River) . The river travels south and eventually discharges to
the__________(ex: Pacific Ocean) near the City of __________(ex: Oceanside).
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Project Information Summary
Project/Site Name: ___________
Project Street/Location: ________ (Ex: NW Corner of Mission Avenue and Myers Street)
Project Acreage: xx.xx
City: __________
State: California
ZIP Code: xxxxx
County: San Diego
Latitude: xx.xxxxxx Longitude: -xxx.xxxxxx Regional Board: San Diego
WDID: x xxxxxxxx
Are storm water discharges from the Site subject to post construction requirements from the
Phase II MS4 Permit?
Yes No
If so, are post construction requirements addressed in this SWPPP Yes No
Description: A separate Water Quality Management Plan will address post construction water
quality management and BMPs.
Previous Land Use: ___________ ex: Open Space
Proposed Land Use: ___________ex: Residential
Existing Site Impervious Area: xx.x acres
Existing Site Pervious Area: xx.x acres
Existing Runoff Coefficient: 0.xx
Proposed Site Impervious Area: xx.x acres
Proposed Site Pervious Area: xx.x acres
Proposed Runoff Coefficient: 0.xx
Are there any known contaminants on site from previous land uses or operations?
Yes
No
Description: None
This site must address all requirements of NCTD Storm Water
Yes No
Management Plan (SWMP) Post Construction Stormwater
section. .
If answering “NO” then Post Construction Run Off requirements are located in N/A
Receiving Water Information: San Luis Rey River
Does this project discharge to a water body listed as impaired due to
Sedimentation/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 beneficial
uses of SPAWN & COLD & MIGRATORY? Yes No
This project is located in the __________ Watershed. It drains to the main reach of
the___________(ex: San Luis Rey River) . The river travels south and eventually discharges to
the__________(ex: Pacific Ocean) near the City of __________(ex: Oceanside). (No) sediment
TMDL has been developed for the___________(ex: San Luis Rey River). The project does
(not) drain to a sediment sensitive water body so it has a “High/Medium/Low” Receiving Water
Risk.
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2.1.1
Vicinity Map
INSERT VICINITY MAP
Figure 1: Vicinity Map
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2.2
Storm Water Run-On from Offsite Areas
The General Permit requires (Section XIV.A.4) that the SWPPP address calculations and
design details as well as BMP controls for site run-on.
The project site currently consists of a parking lot and an open dirt lot. Current run-on and post
construction run-on will not change as a result of this project.
2.3
Findings of the Construction Site Sediment and Receiving Water Risk
Determination
A site risk analysis was conducted using the CGP’s Risk Determination Worksheet to determine
the Risk Level for this project.
Project location and schedule information was used to determine the R-factor, K-factor, and LSfactor components for the project.

The EPA’s Rainfall Erosivity Calculator tool to calculate the project R-factor. R = 144.06

The project K-factor was obtained using the. K = 0.16

The project LS-factor was obtained using the. LS = 0.16
The project erosion estimate (R*K*LS) is xx.xx tons per acre, which translates to a
“medium/high” Site Sediment Risk Factor.
The project site is located in the ___________Watershed. It drains to the ___________ which
flows to the ___________. (None of) the downstream receiving waterbodies are on the 303(d)
list or have a Total Maximum Daily Load (TMDL) for sediment. The project does (not) drain to a
sediment sensitive water body so it has a “High/Medium/Low” Receiving Water Risk.
The combination of a “Medium/High” Site Sediment Risk Factor and a “High/Medium/Low”
Receiving Water Risk results in a Risk Level 2/3 project.
The Risk Determination Worksheets are included in Appendix B.
2.4
Construction Schedule
Estimated Project Start Date: Month Day, Year
Estimated Project Completion Date: Month Day, Year
If the project completion date will need to be extended beyond the original end date, the Risk
Level will need to be recalculated.
The Contractor shall provide a detailed schedule for the ground disturbing and BMP installation
activities. Scheduled activities should include …, and final stabilization. A detailed construction
schedule should be placed in Appendix E.
2.5
Potential Construction Site Pollutant Sources
A 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
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occur on the construction site. At a minimum, when developing BMPs, Client
organization/company Name will do the following:
1. Consider the quantity, physical characteristics (e.g., liquid, powder, solid), and locations
of each potential pollutant source handled, produced, stored, recycled, or disposed of at
the site.
2. Consider the degree to which pollutants associated with those materials may be
exposed to and mobilized by contact with storm water.
3. Consider the direct and indirect pathways that pollutants may be exposed to storm water
or authorized non-storm water discharges.
4. Conduct an assessment of past spills or leaks, non-storm water discharges, and
discharges from adjoining areas.
5. Ensure retention of sampling, visual observation, and inspection records.
6. Ensure effectiveness of existing BMPs to reduce or prevent pollutants in storm water
discharges and authorized non-storm water discharges.
2.5.1
Potential Sources of Sediment
Table 1: Potential Sources of Sediment from Construction Activities
Vehicle tracking
Grading operations
Exposed soils and slopes
Import/export operations
Utility excavation operations
Landscaping operations
Topsoil stripping and stockpiling
Fine grading of home sites
2.5.2
Other Pollutants Sources
Table 2: Construction Activity, Associated Pollutants, and Equipment
Activity Type
Pollutant
Visually
Observable
Soil Disturbance:
Clear & Grub
Remove and Re-compact
Fine Grading
Trenching
Stockpiling
Sediment and organics
Sediment
Sediment
Sediment
Sediment
Cloudy to opaque
Cloudy to opaque
Cloudy to opaque
Cloudy to opaque
Cloudy to opaque
Asphalt:
Street Construction
Street Improvements
Street Demolition
Hydrocarbons
Hydrocarbons
Hydrocarbons
Oily sheen
Oily sheen
Oily sheen
Concrete Laden Liquid:
Curb & Gutter
pH
Cloudy to Milky
Storm Water Pollution Prevention Plan
13
Project Name
pH
pH
pH
pH
pH
pH
pH
Visually
Observable
Cloudy to Milky
Cloudy to Milky
Cloudy to Milky
Cloudy to Milky
Cloudy to Milky
Cloudy to Milky
Cloudy to Milky
Sawdust
Paint (when wet)
Gypsum/Joint Compound
Ceramic dust
Sawdust
PVC Glue (when wet)/Plastic
Copper/Plastic/Metals
Sheet metal/fiberglass wool
Containers/mulch/soil
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Activity Type
Pollutant
Sidewalks
Foundations
Driveways
Medians
Stuccoing
Grouting
Concrete washouts/Clean up
General:
Framing
Painting
Dry Walling
Tiling
Cabinet Building/Installing
Plumbing
Wiring/Electrical Utilities
Heating/Air Conditioning
Landscaping
Equipment Type
Equipment Type
Backhoe loader(s)
Water truck(s)
Scraper(s)
Loader(s)
Bull dozer(s)
Motor-grader
Excavator(s) / Track hoe(s)
Dump trucks (10-wheel)
Belly/Bottom dumps (tractor/trailer)
Tractor: skip loader
Skid steer loaders (Bobcat)
Concrete delivery trucks
Portable concrete mixers
Compaction equipment
Fork & Rough-terrain lifts
Generator(s)
Concrete boom pumps
Concrete pumps
Asphalt planer / grinder
Asphalt paving machine
Street striping equipment
Building material delivery trucks
Personal cars and light trucks
Waste hauling trucks
Trencher(s)
Stucco/Plaster spray pumps
Spray paint equipment (airless)
Hole drilling rig
Check YES box on left if potential construction site pollutant applies to this site. Update as
necessary.
Table 3: Potential Construction Site Pollutants
YES
Material Type
Visually
Observable
Pollutant
Diesel Fuel
Petroleum distillates, naphthalene,
xylene
Sheen/Stain
Gasoline
Benzene, toluene, xylene, MTBE
Sheen/Stain
Hydraulic Oil
Mineral oil, trace additives
Sheen/Stain
Storm Water Pollution Prevention Plan
14
Typical Location
Staging area, pole
sites
Staging area, pole
sites
Staging area, pole
sites
Project Name
YES
Material Type
Visually
Observable
Pollutant
Engine Oil
Mineral oil, additives, combustion
byproducts
Sheen/Stain
Transmission
Oil
Mineral oil, trace additives
Sheen/Stain
Engine Coolant
Ethylene and propylene glycol, heavy
Green/red
metals
Grease
Petroleum hydrocarbons
Sheen/Stain
Kerosene
Petroleum hydrocarbons
Sheen/Stain
Fertilizer
Nitrogen, phosphorus
No
Pesticide
Herbicide
Water-insoluble chlorinated
hydrocarbons, organophosphates,
carbonates, and pyrethrums.
Chlorinated hydrocarbons,
organophosphates
Varies
Varies
Soil
Amendments
Nutrients, organic matter
No
Concrete (wet)
Fly cash, heavy metals, Portland
cement
White solid
Concrete coring
Turbidity and pH
slurry
Concrete
Turbidity and pH
sawing slurry
Aluminum calcium iron oxide, calcium
Cement
sulfate
Drywall joint
Pigment, vinyl acetate
compound
Grout
Silica sand, Portland cement
Paint
Ethylene glycol, titanium oxide, VOC
Sealers
Diacetone alcohol
White
powder
Colored
liquid
Block wall & Home
construction
Animal waste
Animal waste
Asphalt
Asphalt fumes, cutback asphalt,
Yes
Black
material
Creamy
white
Suds, foam,
froth
Perchloroethylene, methylene
chloride, TCE
Soil, Turbidity, dust
Organic matter
Storm Water Pollution Prevention Plan
15
Pole foundations
Home construction
Yes
Arsenic
Material storage
area
Material storage
area
White putty
Sanitary waste Human waste
Varied
Material storage
area
Gray
powder
Gray liquid
White/yellow
Glass Oxide, urea extended phenol
Staging area, pole
sites
Staging area, pole
sites
Staging area, pole
sites
Staging area, pole
sites
Staging area
Material storage
area
Home construction
& streets
Home construction
& streets
Home construction
& streets
Gray liquid
Adhesives
Curing
Compounds
Waste wash
water
Wood
Preservatives
Cleaning
Solvents
Sediment
Vegetation
Typical Location
Home construction
Home construction
& Streets
Home construction
Staging areas & all
construction areas
All areas
Streets
Home construction
& Streets
All areas
Amber liquid
Home construction
Varies
Staging areas
Muddy
Yes
All areas
All areas
Project Name
YES
Material Type
Solid Waste
Visually
Observable
Pollutant
Floatable and blowable trash and
debris
Yes
Typical Location
All areas
Home construction
& material storage
areas
Tile
Historic land
use
contaminants (if
applicable)
2.6
Identification of Non Storm Water Discharges
All efforts are to be made to minimize non-storm water discharges. On-site inspections will
include observations for non-storm water discharges. Activities that may result in discharges will
be monitored and controlled as needed.
Authorized non-storm water discharges include:

Discharges from fire-fighting activities.

Fire hydrant flushing.

Waters used to wash vehicles where detergents are not used.

Water used to control dust.

Potable water including uncontaminated water line flushing.

Routine external building wash down that does not use detergents.

Uncontaminated air conditioning or compressor condensate.

Uncontaminated ground water or spring water.

Foundation or footing drains where flows are not contaminated with process materials
such as solvents.

Uncontaminated excavation dewatering.

Landscape irrigation.
The discharge of non-storm water is authorized under the following conditions:

The non-storm water discharge is sampled for pH and turbidity each day it occurs.

The discharge does not cause or contribute to a violation of any water quality standard.

The discharge does not violate any provision of the General Permit.

The discharge is not prohibited by the applicable Basin Plan
Storm Water Pollution Prevention Plan
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Project Name

The SWPPP includes and implements BMPs required by the General Permit to prevent
or reduce the contact of the non-storm water discharge with construction materials or
equipment

The discharge does not contain toxic constituents in toxic amounts or (other) significant
quantities of pollutants.

The sampling information is reported in the Annual Report.
If any of the above conditions are not satisfied, the discharge is not authorized by the General
Permit and not permitted by this SWPPP. Notify the RWQCB of any anticipated non-storm water
discharges not already authorized by the General Permit, the Phase II MS4 Permit or another
NPDES permit, to determine whether a separate NPDES permit is necessary.
2.6.1
Expected Non-Storm Water Discharges and Controls
Allowable non-storm water discharges anticipated to be encountered in this project include the
following:
Fire Hydrant Flushing
In the event there is a need to flush the fire hydrant the person performing the operation will
ascertain from the owner, contractor of the water line, or, fire department that there are no
chemicals or other pollutants contained in the water. The flushed water will be diverted away
from disturbed soils and into the storm drain system via a paved surface or lined channel so that
erosion, scour and sediment laden discharges will be avoided. Contractor will place gravel bag
check dams in the drainage swale to slow the velocity of the discharge. Contractor will verify
that velocity dissipaters are installed, maintained and functioning prior to the discharge.
Contractor will monitor discharged water and cease operations in the event sediment or other
pollutants are being discharged as a result of the fire hydrant flushing. In the event of discharge,
the runoff will be monitored for pH and turbidity.
Responsible party: Underground contractor, water department, fire department
Waters to Control Dust
Dust control will be implemented when wind exceed 15 MPH or when there is visible dust
generated from the site via a small diameter (3/4" to 1") fire or garden hose or with a water truck
depending on the area being serviced. Water to be used for dust suppression shall be nonchlorinated. All efforts will be made not to over apply the water spray to avoid any surface run
off. In the event there is surface run off it will be controlled with the use of perimeter silt fence.
Any discharges from the property will be observed and operations ceased if levels of sediment
in the discharge pose a negative impact on the drainage system or receiving waters. In the
event of discharge, the runoff will be monitored for pH and turbidity.
Responsible party: QSP & all trades are responsible to control dust for their operations.
Potable Water Including Uncontaminated Water Line Flushing
Domestic water lines will be flushed prior to completion. The owner or contractor of the water
line will confirm that there are no chemicals or other pollutants contained in the water. If water
supply is chlorinated, dechlorination steps will be taken prior to discharge, most likely using
dechlorination tablets. Most of the discharge will infiltrate into the ground due to the permeability
of existing soils. Any run off will be diverted away from disturbed soils and into the storm drain
system via a paved surface or lined channel so that erosion, scour and sediment laden
discharges will be avoided. Contractor will place gravel bag check dams in the drainage swale
Storm Water Pollution Prevention Plan
17
Project Name
to slow the velocity of the discharge. Contractor will verify that velocity dissipaters are installed,
maintained and functioning prior to the discharge. Contractor will monitor discharged water and
cease operations in the event sediment or other pollutants are being discharged as a result of
the uncontaminated water line flushing. Prior to discharge from the site, potable water must
be de-chlorinated. In the event of discharge, the runoff will be monitored for pH and turbidity.
Responsible party: Underground "wet" utility contractor
Routine external building wash downs without detergents
Building siding may be washed down prior to the application of paint.
The contractor will use the least amount of water possible to wash the buildings. Any residues
including calking or adhesives will be removed and properly disposed of prior to the wash down.
Contractor will use a spray nozzle that will shut off and stop the flow of water when not in use.
Contractor will inspect inlet protection to be sure it is in place and functional prior to wash down.
Sediment controls will be installed at the low end of the drainage swales in an area where it will
prevent the water from discharging directly into the inlets. Inlets will be in place and functional.
In the event of discharge, the runoff will be monitored for pH and turbidity.
Responsible party: Painting contractor
Uncontaminated air conditioning or compressor condensate
The discharges from air conditioning condensate is expected to be seasonal and at a minimum.
Waters will be diverted into the landscaped and permeable areas so as not to be discharged
into the storm drain system. The discharges will be monitored and if there is a chance of
discharge to the storm drain system, BMPs will be installed to divert the water to a permeable
area. In the event of discharge, the runoff will be monitored for pH and turbidity.
Responsible party: QSP
Landscape Irrigation
Irrigation water will be sprayed on permeable surfaces only. Landscape irrigation areas will be
monitored to prevent over watering. Watering times and schedules will be adjusted in the event
there is surface run off from the irrigated areas. In the event of discharge, the runoff will be
monitored for pH and turbidity.
Responsible party: QSP & Landscape and irrigation contractor.
Any changes in construction that will produce other allowable non-storm water discharges will
be identified. The SWPPP will be amended and the appropriate erosion and sediment controls
will be implemented.
Compliance with the General Permit does not relieve the project of other potentially applicable
discharge requirements of the various other plan requirements such as but not limited to the
Basin Plan, ASBS, the Phase II MS4 Permit or adopted TMDL allocations.
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Project Name
3 RISK LEVEL 2/3 SPECIFIC PROJECT REQUIREMENTS
3.1
Effluent Standards
Client organization/company Name will comply with the narrative effluent standards (listed
below) for Risk Level 2/3 projects.
1. Storm water discharges and authorized non-storm water discharges regulated by this
General Permit shall not contain a hazardous substance equal to or in excess of
reportable quantities established in 40 C.F.R. §§ 117.3 and 302.4, unless a separate
NPDES Permit has been issued to regulate those discharges.
2. Dischargers shall minimize or prevent pollutants in storm water discharges and
authorized non-storm water discharges through the use of controls, structures, and
management practices that achieve BAT for toxic and non-conventional pollutants and
BCT for conventional pollutants.
Risk Level 2/3 dischargers are subject to a pH Numeric Action Level (NAL) of 6.5 - 8.5 and a
turbidity NAL of 250 NTU.
3.2
Good Site Management Housekeeping
Client organization/company Name will implement good site management (i.e., "housekeeping")
measures for construction materials that could potentially be a threat to water quality if
discharged. At a minimum, the good housekeeping measures shall consist of the following:
1. Identify the products used and/or expected to be used and the end products that are
produced and/or expected to be produced. This does not include materials and
equipment that are designed to be outdoors and exposed to environmental conditions
(i.e. poles, equipment pads, cabinets, conductors, insulators, bricks, etc.).
2. Cover and berm loose stockpiled construction materials that are not actively being used
(i.e. soil, spoils, aggregate, fly-ash, stucco, hydrated lime, etc.). Inactive areas are
defined as stockpiled materials: not scheduled to be re-disturbed for at least 14 days.
Note: with the onset of precipitation all stockpile materials shall be protected.
3. Store chemicals in watertight containers with appropriate secondary containment to
prevent any spillage or leakage or in a storage shed providing complete enclosure.
4. Minimize exposure of construction materials to precipitation (not applicable to materials
designed to be outdoors and exposed to the environment).
5. Implement BMPs to control the off-site tracking of loose construction and landscape
materials.
Client organization/company Name will implement good housekeeping measures for waste
management, which at a minimum shall consist of the following:
1. Preventing disposal of any rinse or wash waters or materials on impervious or pervious
site surfaces or into the storm drain system.
2. Ensuring the containment of sanitation facilities (e.g., portable toilets) to prevent
discharges of pollutants to the storm water drainage system or receiving water.
Storm Water Pollution Prevention Plan
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Project Name
3. Cleaning or replacing sanitation facilities and inspecting them regularly for leaks and
spills.
4. Covering waste disposal containers at the end of every business day and prior to a rain
event.
5. Preventing discharges from waste disposal containers to the storm water drainage
system or receiving water. Containing and securely protecting stockpiled waste material
from wind and rain at all times unless actively being used.
6. Implementing procedures that effectively address hazardous and non-hazardous spills.
7. Developing a spill response and implementation procedure prior to commencement of
construction activities. To these ends, the SWPPP shall require that:

Equipment and materials for cleanup of spills shall be available on site and that
spills and leaks shall be cleaned up immediately and disposed of properly.

Appropriate spill response personnel are assigned and trained.
8. Ensuring the containment of concrete washout areas and other washout areas that may
contain additional pollutants to prevent discharge into the underlying soil and onto the
surrounding areas.
Client organization/company Name will implement good housekeeping for vehicle storage and
maintenance, which at a minimum, shall consist of the following:
1. Preventing oil, grease, or fuel from leaking into the ground, storm drains or surface
waters.
2. Implementing appropriate BMPs whenever equipment or vehicles are fueled,
maintained, or stored.
3. Cleaning leaks immediately and disposing of leaked materials properly.
Client organization/company Name will implement good housekeeping for landscape materials,
which at a minimum shall consist of the following:
1. Containing stockpiled materials such as mulches and topsoil when they are not actively
being used.
2. Containing fertilizers and other landscape materials when they are not actively being
used.
3. Discontinuing the application of any erodible landscape material at least 2 days before a
forecasted rain event (50 percent or greater chance of producing precipitation) or during
periods of precipitation.
4. Applying erodible landscape material at quantities and application rates according to the
manufacturer’s recommendations or based on written specifications by knowledgeable
and experienced field personnel.
5. Stacking erodible landscape material on pallets and covering or storing such materials
when not being used or applied.
Storm Water Pollution Prevention Plan
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Project Name
Client organization/company Name will implement good housekeeping measures on the
construction site to control the air deposition of site materials and from site operations. Such
particulates can include, but are not limited to, sediment, nutrients, trash, metals, bacteria, oil
and grease and organics.
Additional Risk Level 2/3 Requirement: Client organization/company Name will document all
housekeeping BMPs in the SWPPP and REAP(s) in accordance with the nature and phase of
the construction project. Construction phases at traditional land development projects include
Grading and Land Development Phase, Streets and Utilities, or Vertical Construction for
traditional land development projects.
3.3
Non-Storm Water Management
Client organization/company Name will practice proper management of non-storm water by:
1. Implementing measures to control all non-storm water discharges during construction.
2. Washing vehicles in such a manner as to prevent non-storm water discharges to surface
waters or Municipal Separate Storm Sewer System (MS4) drainage systems.
3. Cleaning streets in such a manner as to prevent unauthorized non-storm water
discharges from reaching surface water or MS4 drainage systems.
3.4
Erosion Control
Client organization/company Name will practice proper and effective erosion control by:
1. Implementing effective wind erosion control.
2. Providing effective soil cover for inactive areas, all finished slopes, and utility backfill.
3. Limiting the use of plastic materials when more sustainable, environmentally friendly
alternatives exist. Where plastic materials are deemed necessary, Client
organization/company Name will consider the use of plastic materials resistant to solar
degradation.
3.5
Sediment Controls
Client organization/company Name will practice proper and effective sediment control by:
1. Establishing and maintain effective perimeter controls as needed, and implementing
effective BMPs for all construction entrances and exits to sufficiently control erosion and
sediment discharges from the site.
2. At minimum, designing sediment basins according to the guidance provided in California
Stormwater Quality Association (CASQA’s) Construction BMP Handbook on sites where
sediment basins are to be used.
3. Additional Risk Level 2/3 Requirement: Client organization/company Name shall
implement appropriate erosion control BMPs (runoff control and soil stabilization) in
conjunction with sediment control BMPs for areas under active construction.
4. Additional Risk Level 2/3 Requirement: Client organization/company Name shall
apply linear sediment controls along the toe of the slope, face of the slope, and at the
Storm Water Pollution Prevention Plan
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Project Name
grade breaks of exposed slopes to comply with sheet flow lengths in accordance with
Table 5 below.
Table 4: Critical Slope/Sheet Flow Length Combinations
Slope Percentage
Sheet Flow Length Not to
Exceed
0-25%
20 feet
25-50%
15 feet
Over 50%
10 feet
5. Additional Risk Level 2/3 Requirement: Client organization/company Name shall
ensure that construction activity traffic to and from the project is limited to entrances and
exits that employ effective controls to prevent off-site tracking of sediment.
6. Additional Risk Level 2/3 Requirement: Client organization/company Name shall
ensure that all storm drain inlets and perimeter controls, runoff control BMPs, and
pollutant controls at entrances and exits (e.g. tire washoff locations) are maintained and
protected from activities that reduce their effectiveness.
7. Additional Risk Level 2/3 Requirement: Client organization/company Name shall
inspect all immediate access roads daily. At a minimum daily and prior to any rain event,
Client organization/company Name will remove any sediment or other construction
activity-related materials that are deposited on the roads (by vacuuming or sweeping).
3.6
Run-on and Run-off Controls
Client organization/company Name will effectively manage all run-on, all runoff within the site
and all runoff that discharges off the site. Run-on from off site shall be directed away from all
disturbed areas or shall collectively be in compliance with the effluent limitations in this General
Permit.
3.7
Rain Event Action Plans (REAPs)
Client organization/company Name will ensure a QSP develops a Rain Event Action Plan
(REAP) 48 hours prior to any likely precipitation event. A likely precipitation event is any
weather pattern that is forecast to have a 50% or greater probability of producing
precipitation in the project area. Client organization/company Name will ensure a QSP
obtains a printed copy of precipitation forecast information from the National Weather
Service Forecast Office (e.g., by entering the zip code of the project’s location at
http://www.wrh.noaa.gov/sgx/). A blank REAP template is included in Appendix M. All
completed REAPs should also be included in Appendix M.
Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a
QSP develops the REAPs for all phases of construction (i.e., Grading and Land
Development, Streets and Utilities, Vertical Construction, Final Landscaping and Site
Stabilization).
Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a
QSP verifies that a REAP includes, at a minimum, the following site information:
Storm Water Pollution Prevention Plan
22
Project Name

Site Address

Calculated Risk Level

Site Storm Water Manager Information including the name, company, and 24-hour
emergency telephone number

Erosion and Sediment Control Provider information including the name, company,
and 24-hour emergency telephone number

Storm Water Sampling Agent information including the name, company, and 24-hour
emergency telephone number
Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a
QSP includes in the REAP, at a minimum, the following project phase information:

Activities associated with each construction phase

Trades active on the construction site during each construction phase

Trade contractor information

Suggested actions for each project phase
Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a
QSP develops additional REAPs for project sites where construction activities are
indefinitely halted or postponed (Inactive Construction). At a minimum, Inactive Construction
REAPs must include:

Site Address

Calculated Risk Level

Site Storm Water Manager Information including the name, company, and 24-hour
emergency telephone number

Erosion and Sediment Control Provider information including the name, company,
and 24-hour emergency telephone number

Storm Water Sampling Agent information including the name, company, and 24-hour
emergency telephone number

Trades active on site during Inactive Construction

Trade contractor information

Suggested actions for inactive construction sites
Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a
QSP begins implementation and makes the REAP available onsite no later than 24 hours
prior to the likely precipitation event.
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Project Name
Additional Risk Level 2/3 Requirement: Client organization/company Name will ensure a
QSP maintains onsite a paper copy of each REAP in compliance with the record retention
requirements of the Special Provisions in this General Permit.
Storm Water Pollution Prevention Plan
24
Project Name
4 BEST MANAGEMENT PRACTICES
The LRP will be responsible for installing and maintaining BMPs throughout the duration of the
project. The QSP will inspect BMPs and provide recommendations for BMP installation and
maintenance. Copies of BMP fact sheets specific to this project are located in Appendix F of this
SWPPP.
4.1
Erosion and Sediment Control
4.1.1
Erosion Control BMPs
Erosion control, also referred to as soil stabilization, consists of source control measures that
are designed to prevent soil particles from detaching and becoming transported in storm water
runoff. Erosion control BMPs protects the soil surface by covering and/or binding soil particles.
This project will implement the following practices for effective erosion control:

EC-1: Scheduling

EC-5: Soil Binders
Sufficient erosion control materials, as detailed in Appendix F, will be maintained on site to allow
implementation, in conformance with General Permit requirements and as described in this
SWPPP. This includes implementation requirements for active areas and inactive areas that
require deployment before the onset of rain events.
4.1.2
Sediment Control BMPs
Sediment controls are structural measures that are intended to complement and enhance the
selected erosion control measures and reduce sediment discharges from active construction
areas. Sediment controls are designed to intercept and settle out soil particles that have been
detached and transported by the force of water. This project will implement the following
practices for effective sediment control:

SE-5: Fiber Rolls

SE-7: Street Sweeping and Vacuuming

SE-10: Storm Drain Inlet Protection
Sufficient quantities of temporary sediment control materials, as detailed in Appendix F, will be
maintained on-site throughout the duration of the project to allow implementation of temporary
sediment controls in the event of predicted rain and for rapid response to failures or
emergencies, in conformance with other Permit requirements and as described in this SWPPP.
This includes implementation requirements for active areas and non-active areas before the
onset of rain.
All BMP materials shall be certified weed free in an effort to control the spread of noxious
weeds.
Storm Water Pollution Prevention Plan
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Project Name
4.1.3
Wind Erosion Control
Wind erosion control consists of applying water or other dust palliatives to prevent or minimize
dust nuisance. This project will implement the following practices for effective wind erosion
control:

WE-1: Wind Erosion Control
Water trucks and/or a portable tank shall be made available to the field crews with an adequate
supply of non-chlorinated water to be used as necessary to mitigate the generation of airborne
dust particulates from the construction sites. Water used for dust control will be applied in such
a manner to minimize runoff from the site.
4.1.4
Tracking Control
Tracking control consists of preventing or reducing the tracking of sediment off-site by vehicles
leaving the construction area. This project will implement the following practices for tracking
control:

TC-1: Stabilized Construction Entrance/Exit
4.2
BMP Implementation Specific for this Project for Non-Storm Water
Management and Material Management
4.2.1
Non-Storm Water Management BMPs
Non-storm water management BMPs are source control BMPs that prevent pollution at their
source by limiting or reducing potential pollutants at their source or eliminating off-site
discharge. These practices involve day-to-day operations of the construction site and are
usually under the control of the contractor. These BMPs are also referred to as “good
housekeeping practices” which involve keeping a clean, orderly construction site. This project
will implement the following practices for effective non-storm water management controls:

NS-3: Paving and Grinding Operations

NS-6: Illicit Connection/Discharge

NS-9: Vehicle and Equipment Fueling

NS-12: Concrete Curing
4.2.2
Waste Management and Materials Pollution Controls
Waste 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:
Storm Water Pollution Prevention Plan
26
Project Name

WM-1: Material Delivery and Storage

WM-2: Material Use

WM-3: Stockpile Management

WM-4: Spill Prevention and Control

WM-5: Solid Waste Management

WM-6: Hazardous Waste Management (if needed)

WM-8: Concrete Waste Management
4.3
Post-Construction Storm Water Management Measures
4.3.1
Post-Construction Runoff Reduction
The Project t Title is located in an area subject to a Phase 2 MS4 Permit approved Storm Water
Management Plan (SWMP). Post-construction requirements of the Phase II MS4 Permit are
effective July 1, 2015. Therefore, this project IS NOT required to meet the post-construction
runoff reduction measures specified in the General Permit. The post-construction measures in
the General Permit are required for projects that are not located in an area subject to a MS4
Permit approved SWMP.
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Project Name
5 BMP INSPECTION AND MAINTENANCE
5.1
BMP Inspection and Maintenance
Inspections of active construction areas will be conducted by the Site QSP or their qualified
designee who has received project specific SWPPP training as follows:

Weekly

Prior to a forecast storm event

After a rain event that causes runoff from the construction site

At 24-hour intervals during extended rain events.

Quarterly non-storm water visual inspections
Daily inspections will be performed by the QSP or a designee with appropriate training to verify
that the appropriate BMPs for storm water and non-storm water are being implemented in the
following construction site locations:

Areas where active construction is occurring (including staging areas)

Project excavations are closed, with properly protected spoils, and that road surfaces
are cleaned of excavated material and construction materials such as chemicals by
either removing or storing the material in protective storage containers at the end of
every construction day

Land areas disturbed during construction are returned to preconstruction conditions or
an equivalent protection is used at the end of each workday to eliminate or minimize
erosion and the possible discharge of sediment or other pollutants during a rain event.
If deficiencies are identified during BMP inspections, repairs or design changes to BMPs must
be initiated within 72 hours of identification and need to be completed as soon as possible.
Construction Site Monitoring Program (CSMP) Checklists, located in Appendix G-1, should be
utilized to assess the condition of site compliance. See Section 8, Construction Site Monitoring
Program, for guidance in filling out the CSMP Checklist. Completed checklists shall be kept in
Appendix G-1 of the SWPPP.
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Project Name
6 TRAINING
The General Permit requires (Section VII) that all elements of the SWPPP be developed by a
QSD and implemented by a QSP. The QSP may delegate tasks to trained employees provided
adequate supervision and oversight is provided.
Personnel at the site shall receive training appropriate for individual roles and responsibilities on
the project. Appropriate personnel shall receive training on SWPPP implementation, BMP
inspection and maintenance, and record keeping. Document all training activities (formal and
informal) in the QSP Training Log located in Appendix H. Training documentation must also be
submitted in the Annual Report.
Qualified SWPPP Developer - Client organization/company Name will ensure that SWPPPs are
written, amended and certified by a Qualified SWPPP Developer (QSD). A QSD shall have one
of the following registrations or certifications, and appropriate experience:

California registered professional civil engineer;

California registered professional geologist or engineering geologist;

California registered landscape architect;

Professional hydrologist registered through the American Institute of Hydrology;

Certified Professional in Erosion and Sediment Control (CPESC)™ registered through
Enviro Cert International, Inc.;

Certified Professional in Storm Water Quality (CPSWQ)™ registered through Enviro Cert
International, Inc.

Professional in erosion and sediment control registered through the National Institute for
Certification in Engineering Technologies (NICET);
Before any construction activities start for this project, a QSD shall have attended a SWRCBsponsored or approved QSD training course. Client organization/company Name will list the
name and telephone number of the currently designated Qualified SWPPP Developer(s) in the
SWPPP.
The designated Qualified SWPPP Developer is:
Name
Developer Full Name
Phone Number
______________
Qualification(s)
________ , ___________ , ____
Qualified SWPPP Practitioner - Client organization/company Name will ensure that all BMPs
required by this General Permit are implemented by a Qualified SWPPP Practitioner (QSP). A
QSP is a person responsible for non-storm water and storm water visual observations, sampling
and analysis. Effective two years from the date of adoption of this General Permit, a QSP shall
be either a QSD or have one of the following certifications:
Storm Water Pollution Prevention Plan
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Project Name

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 SWRCBsponsored or approved QSP training course.
The designated Qualified SWPPP Practitioner(s) is(are):
Name
Practitioner Full Name
Phone Number
______________
Qualification
________
The QSP(s) identified above will provide direction to the following contractors, subcontractors,
superintendents and others as listed in Section 7.
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Project Name
7 RESPONSIBLE PARTIES AND OPERATORS
7.1
Responsible Parties
Client 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 List
Client organization/company Name will include, in the SWPPP, a list of names of all contractors,
subcontractors, and individuals who will be directed by the Qualified SWPPP Practitioner. This
list shall include telephone numbers and work addresses. Specific areas of responsibility of
each subcontractor and emergency contact numbers shall also be included. This list is included
in Appendix J.
Storm Water Pollution Prevention Plan
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Project Name
8 CONSTRUCTION SITE MONITORING PROGRAM (CSMP)
8.1
Introduction
This Construction Site Monitoring Program (CSMP) is a guide for the Client
organization/company Name QSP and/or qualified individual(s) supervised by the QSP for
monitoring and sampling procedures and instructions. This CSMP has been designed to meet
Risk Level 2/3 requirements for the Project Title.
The QSP is to determine whether BMPs included in the SWPPP are effective and if immediate
actions are needed and/or SWPPP revisions are necessary to reduce pollutants in storm water
and authorized non-storm water discharges. The QSP is responsible for implementing the
requirements of the CSMP from the commencement to the completion of construction activity.
Additionally, the QSP must ensure the site is stabilized after all construction activity has been
completed.
This CSMP was developed to address the following objectives:

To demonstrate that the site is in compliance with the Discharge Prohibitions and
applicable Numeric Action Levels (NALs) of this General Permit.

To determine whether non-visible pollutants are present at the construction site and are
causing or contributing to exceedances of water quality objectives.

To determine whether immediate corrective actions, additional Best Management
Practice (BMP) implementation, or SWPPP revisions are necessary to reduce pollutants
in storm water discharges and authorized non-storm water discharges.

To determine whether BMPs included in the SWPPP are effective in preventing or
reducing pollutants in storm water discharges and authorized non-storm water
discharges.
Revisions to the CSMP are the responsibility of Client organization/company Name and will be
performed when any of the following occur:

Site conditions or construction activities change such that a change in monitoring is
required to comply with the requirements and intent of the General Permit.

The RWQCB reviews the CSMP and requires revisions to be made.

The RWQCB requires additional CSMP requirements including sampling and analysis of
discharges to CWA § 303(d)-listed water bodies.
8.1.1
Visual Monitoring, Inspection, and Sample Collection Requirements
This CSMP requires routine and storm-related visual monitoring and inspections as well as
requisite, conditionally based sample collection for the construction site. All blank forms (CSMP
Checklist, Discharge Sampling Report, and Exemption Records) can be found in Appendix G.
Completed forms shall also be kept in Appendix G. Visual inspections and sample collection
shall be conducted per the following table:
Storm Water Pollution Prevention Plan
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Project Name
Table 5: Summary of Visual Monitoring, Inspection, and Sample Collection Requirements
Action
Visual Monitoring, Inspections, and Recording
Form
BMP
Log
Type
Daily
BMP
Sample Collection and Recording
CSMP Checklist
Discharge Sampling Report
Weekly
BMP
Quarterly
NonStormwater
PreStorm
During
Storm
PostStorm
Stormwater
Discharge
Risk Level 2
Requirement
X
X
X
X
X
X
Risk Level 3
Requirement
X
X
X
X
X
X
Receiving
Water
Non-Visible
Pollutants
X
Xa
X
a
When receiving water monitoring trigger is exceeded
8.1.2
Visual Monitoring, Inspection, and Sample Collection Locations
The visual monitoring, inspections, and sample collection requirements displayed in Table 5,
above, will be conducted at the locations identified in this section.
BMP Locations
BMP locations are shown on the SWPPP Map in Appendix B.
Drainage Areas
Drainage areas are shown on the CSMP Locations Map in Appendix G and described below.
Location
Name
Description
DA-1
Describe the location of the first drainage area.
DA-2
Describe the location of the second drainage area.
DA-3
Describe the location of the third drainage area.
…
…
Storm Water Storage and Containment Areas
Storm water storage and containment areas are shown on the CSMP Locations Map in
Appendix G and described below.
Location
Name
SC-1
Description
Describe the location of the first Storage and Containment Area.
Storm Water Pollution Prevention Plan
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Project Name
Location
Name
Description
SC-2
Describe the location of the second Storage and Containment Area.
SC-3
Describe the location of the third Storage and Containment Area.
…
…
Storm Water Discharge Points
Storm water discharge points are shown on the CSMP Locations Map in Appendix G and
described below.
Location
Name
DP-1
Description
Describe the location of the first Discharge Point.
DP-2
Describe the location of the second Discharge Point.
DP-3
Describe the location of the third Discharge Point.
…
…
Contaminated Non-Visible Pollutant Sampling Points
Contaminated non-visible pollutant sampling points are shown on the CSMP Locations Map in
Appendix G and described below.
Location
Name
Description
NV-1
Describe the location of the first Contaminated No-Visible Pollutant Sampling
Point.
NV-2
Describe the location of the first Contaminated No-Visible Pollutant Sampling
Point.
NV-3
Describe the location of the first Contaminated No-Visible Pollutant Sampling
Point.
…
…
Uncontaminated Non-Visible Pollutant Sampling Points
Uncontaminated non-visible pollutant sampling points are shown on the CSMP Locations Map
in Appendix G and described below.
Location
Name
UNV-1
Description
Describe the location of the first Uncontaminated No-Visible Pollutant Sampling
Point.
Storm Water Pollution Prevention Plan
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Project Name
Location
Name
Description
UNV-2
Describe the location of the first Uncontaminated No-Visible Pollutant Sampling
Point.
UNV-3
Describe the location of the first Uncontaminated No-Visible Pollutant Sampling
Point.
…
8.1.3
…
General Provisions

A qualifying rain event is defined in the CGP as a rain event producing ½ inch or more of
precipitation.

A minimum of 48 hours of dry weather will be used to distinguish between separate
qualifying rain events.

Visual monitoring, inspections, and sample collection are not required under the
following conditions:
o
During dangerous weather conditions such as flooding and electrical storms
o
Outside of scheduled site business hours.
If no required visual observations (inspections) or samples are collected due to these
exceptions, include a written explanation (Exemption Record) in Appendix G-3 of the
SWPPP and in the Annual Report. Each Exemption Record shall document the reasons
why the visual monitoring, inspection, and/or sample collection was not conducted.

8.2
All completed forms (CSMP Checklists, Discharge Sampling Reports, and Exemption
Records), and follow up actions shall be kept in the field copy of the SWPPP (Appendix
G) throughout the duration of construction and for at least 3 years after NOT has been
issued.
Visual Monitoring, Inspections, and Recording Methods
The following sections describe the tasks required for each of the visual monitoring and
inspections required in Section 8.1.1. The locations for each visual monitoring and inspection
are described in Section 8.1.2 and shown in the CSMP Locations Map in Appendix B. All
corrective actions shall be recorded as an attachment to the form on which they were identified.
If identified deficiencies require design changes, including additional BMPs, the implementation
of changes will be initiated within 72 hours of identification and be completed as soon as
possible. When design changes to BMPs are required, the SWPPP shall be amended to reflect
the changes.
8.2.1
Weekly BMP Inspection
Weekly inspections of all BMPs shall be conducted to:
Storm Water Pollution Prevention Plan
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Project Name

Inspect all storm water drainage areas for the presence or absence of floating and
suspended materials, a sheen on the surface, discolorations, turbidity, odors, and
source(s) of any observed pollutants;

Identify any spills, leaks, or uncontrolled pollutant sources that have or may discharge
from the site;

Inspect all BMPs;

Identify all BMPs that need maintenance to operate effectively;

Identify all BMPs that have failed;

Identify all BMPs that could fail to operate as intended;

Identify the need for additional BMPs;

If needed implement appropriate corrective action items to repair all BMPs that need
maintenance or have failed (include updates in SWPPP); and

Inspect all locations of stored or contained storm water for the presence or absence of
floating and suspended materials, a sheen on the surface, discolorations, turbidity,
odors, and source(s) of any observed pollutants.
Weekly BMP inspections shall be recorded on the CSMP Checklist form. Weekly BMP
inspections shall be performed once during each week throughout the project. All corrective
action shall be recorded on the CSMP Checklist form or included as an attachment.
8.2.2
Quarterly Non-Storm Water Inspection
Quarterly inspections of each drainage area shall be conducted to:

Identify any presence or evidence of any non-storm water discharge for each drainage
area (authorized or unauthorized);

Record pollutant characteristics (floating and suspended material, sheen, discoloration,
turbidity, odor, etc.);

Identify source of discharge; and

If needed implement appropriate corrective action items to eliminate unauthorized nonstorm water discharges and to reduce or prevent pollutants from contacting non-storm
water discharges.
Quarterly BMP inspections shall be recorded on the CSMP Checklist. Quarterly BMP
inspections shall be performed once during each quarter (January-March, April-June, JulySeptember, and October-December) throughout the project.
8.2.3
Pre-Storm, During Storm, and Post-Storm Inspection
Pre-storm, during storm, and post-storm inspections shall be conducted to:

Inspect all storm water drainage areas for the presence or absence of floating and
suspended materials, a sheen on the surface, discolorations, turbidity, odors, and
source(s) of any observed pollutants;
Storm Water Pollution Prevention Plan
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Project Name

Identify any spills, leaks, or uncontrolled pollutant sources that have or may discharge
from the site;

Inspect all BMPs;

Identify all BMPs that need maintenance to operate effectively;

Identify all BMPs that have failed;

Identify all BMPs that could fail to operate as intended;

Identify the need for additional BMPs;

If needed implement appropriate corrective action items to repair all BMPs that need
maintenance or have failed (include updates in SWPPP); and

Inspect all locations of stored or contained storm water for the presence or absence of
floating and suspended materials, a sheen on the surface, discolorations, turbidity,
odors, and source(s) of any observed pollutants.
Pre-storm inspections shall be recorded on the CSMP Checklist form. Pre-storm inspections
shall be performed within 48-hours prior to a predicted rain event with a 50% or greater
probability of precipitation. The forecast shall be recorded from http://www.srh.noaa.gov/ and
included as an attachment to the CSMP Checklist form. All corrective action shall be recorded
on the CSMP Checklist form or included as an attachment.
During storm inspections shall be recorded on the CSMP Checklist form. During storm
inspections shall be performed each day that rainfall occurs within an extended rain event. This
applies to rain events which were predicted to have a 50% or greater probability of precipitation
or have accumulated at least ½ inch of rain. All corrective action shall be recorded on the CSMP
Checklist form or included as an attachment.
Post-storm inspections shall be recorded on the CSMP Checklist form. Post-storm inspections
shall be performed within 48-hours following the conclusion of a qualifying rain event. A
summary of precipitation for the entire qualifying rain event shall be included as an attachment
to the CSMP Checklist form. All corrective action shall be recorded on the CSMP Checklist form
or included as an attachment.
Storm Water Pollution Prevention Plan
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Project Name
8.3
Sampling Collection and Recording Methods
8.3.1
Sampling Methods
The QSP shall be responsible for all sampling requirements. The QSP may designate and train
another person to perform the sampling. Any person, besides the QSP, that will perform
sampling should be listed below.
Type of Sampling
Non-Visible
Pollutant
Person to Perform Sampling
List person, default is QSP
Phone Number
(###)###-####
All samples that require laboratory analysis should be take to TBD or a comparable lab. An
example Chain of Custody (COC) for TBD is included in Appendix K. Records of all COCs shall
be kept in Appendix K. Contact information for TBD is included below:
Insert Laboratory Name & Address
All sample collected must meet the following conditions:

Samples shall be taken at all applicable discharge points shown on the CSMP Locations
Map in Appendix B to effectively characterize the site conditions.

Rain event samples shall be collected during the first two hours of discharge from a
qualifying rain event. If it is unclear whether or not the discharge is part of a qualifying
rain event, a sample should still be taken.

Records of all analytical results from the project shall be kept in Appendix K of the
SWPPP. Records shall be kept for at least three years after the NOT is issued.

Records shall include the method detection limits and reporting units, and the analytical
techniques or methods used. Quality assurance/quality control records and results.
8.3.2
Water Quality Sampling and Analysis
1. Risk Level 2/3 dischargers shall collect storm water grab samples from sampling
locations, as defined in Section 8.1.2. The storm water grab sample(s) obtained shall be
representative of the flow and characteristics of the discharge.
2. At minimum, Risk Level 2/3 dischargers shall collect 3 samples per day of the qualifying
event.
3. Risk Level 2/3 dischargers shall ensure that the grab samples collected of stored or
contained storm water are from discharges subsequent to a qualifying rain event
(producing precipitation of 1/2 inch or more at the time of discharge).
Storm Water Effluent Monitoring Requirements
Risk Level 2/3 dischargers shall analyze their effluent samples for:

pH and turbidity.
Storm Water Pollution Prevention Plan
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Project Name

Any additional parameters for which monitoring is required by the RWQCB.
Risk Level 2/3 dischargers shall refer to the table below for test methods, detection limits, and
reporting units.
Table 6: Test Methods, Detection Limits, Reporting Units
Parameter
Test Method
Min. Detection
Numeric Action Level
pH
Field test with calibrated
portable instrument
0.2 pH Units
lower NAL = 6.5
upper NAL = 8.5
Turbidity
EPA 0180.1 and/or field
test with calibrated
portable instrument
1 NTU
250 NTU
8.3.3
Non-Visible Pollutant Sampling
Non-visible pollutant sampling is required due to any breach, malfunction, leakage, or spill
observed during a visual inspection which could result in the discharge of pollutants to surface
waters that would not be visually detectable in storm water.
Non-visible pollutant samples collected must meet the following conditions:

Samples that are taken shall be analyzed for all non-visible pollutant parameters shown
in Table 6, below.

A sample shall be collected of storm water that has not come in contact with the
disturbed soil or the materials stored or used on-site (uncontaminated sample) for
comparison with the discharge sample.

Compare the uncontaminated sample to the samples of discharge using field analysis or
through laboratory analysis.
Potential Non-Visible Pollutants
Potential pollutants are shown in detail in Section 2.5. A summary of potential non-visible
pollutants is shown in Table 8, below.
Table 7: Summary of Potential Non-Visible Pollutants
Potential Non-Visible
Pollutants
Source (activity or material)
Analytical Method
Add non-visible pollutants
from section 2.5
List the source of the pollutant.
List the analytical method.
Add non-visible pollutants
from section 2.5
List the source of the pollutant.
List the analytical method.
Add non-visible pollutants
from section 2.5
List the source of the pollutant.
List the analytical method.
…
…
…
Storm Water Pollution Prevention Plan
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Project Name
Appendix A
Construction General Permit Documents
Storm Water Pollution Prevention Plan
Project Name
A-1: Construction General Permit Order No. 2009-0009-DWQ
Storm Water Pollution Prevention Plan
Project Name
A-2: Amendment Order No. 2012-0006-DWQ
Storm Water Pollution Prevention Plan
Project Name
Appendix B
Submitted Permit Registration Documents (PRDs)
Storm Water Pollution Prevention Plan
Project Name
B-1: Notice of Intent
Storm Water Pollution Prevention Plan
Project Name
B-2: Risk Assessment (Construction Site Sediment & Receiving Water Risk
Determination)
Storm Water Pollution Prevention Plan
Project Name
B-3: SWPPP Map
Storm Water Pollution Prevention Plan
Project Name
Appendix C
SWPPP Amendment Log
Storm Water Pollution Prevention Plan
Project Name
SWPPP AMENDMENT LOG
Amendment
No.
Name of
QSD
Storm Water Pollution Prevention Plan
Description
Date
Project Name
Appendix D
Submitted Changes to PRDs
(due to change in ownership, contacts, or acreage)
Storm Water Pollution Prevention Plan
Project Name
Appendix E
Construction Schedule
Storm Water Pollution Prevention Plan
Project Name
Construction Schedule (or replace with contractor provided schedule)
Estimated Dates
Event or Construction Phase
Start of Construction
Installation of Sediment Control BMPs
Installation of Erosion Control BMPs
Clearing and Grubbing
Demolition
Rough Grading
Concrete Pouring Activities
Street/Access Road Paving
Vertical Construction
Temporary Stabilization
Other:
Other:
Other:
Other:
Final Landscaping and Stabilization
Storm Water Pollution Prevention Plan
Project Name
Appendix F
CASQA BMP Handbook Fact Sheets
Storm Water Pollution Prevention Plan
Project Name
Appendix G
Construction Site Monitoring Program Documents
Storm Water Pollution Prevention Plan
Project Name
G-1: CSMP Checklist
CONSTRUCTION SITE INSPECTION CHECKLIST
Project Name
Inspector’s Name
Inspector’s Title
Inspector Company
Pictures taken?
Time of Inspection
Date of Inspection
Inspection Type
(Check Applicable)
Weather (circle all
that apply)
Most Recent Storm
Data
Date Inspection Report Written

Weekly
 Prior to forecast rain

24-hr intervals during extended rain
 After a rain event

Other
Sunny
 Quarterly Non Stormwater
__
Partly Sunny
Partly Cloudy
Cloudy
Storm Start Date & Time:
Current Rain Gauge Reading
(inches)
Visual Monitoring, Inspection, and Sampling
Locations Observed (see section 8 of SWPPP)
Stage of
Construction
Rainy
Windy
Storm Duration (hrs):
Total Storm Rainfall
(inches)
Activities Completed
Approximate
Exposed Site Area
GENERAL INFORMATION
Is the site in compliance with the SWPPP and the permit requirements?

Yes

No
If NO, indicate tasks necessary to bring the site into compliance in the area below. Include dates each task will be completed.
Was water quality sampling part of this inspection?

Yes

No
If YES, see the results on the final page of the inspection form.
Sign the following certification:
“I certify that this inspection form is true, accurate, and complete, to the best of my knowledge and belief.”
Signature __________________________________________________________________________________
Storm Water Pollution Prevention Plan
Project Name
CONSTRUCTION SITE INSPECTION CHECKLIST
Requirement
Yes No N/A
Corrective Action/Location
Temporary Erosion Controls
Does the applied erosion control provide 100% coverage for the
required areas?
Are there any non-vegetated areas that need erosion control?
Is the area where erosion control is required free from visible
erosion?
Do any vegetated areas require maintenance, irrigation,
fertilization, or mulching?
Are there any areas of the site that are disturbed, but will likely lie
dormant for over 14 days?
Do any erosion control BMPs require maintenance?
Temporary Sediment Controls
Are temporary sediment controls functional, and installed in
accordance with the details and/or the SWPPP Map?
Do any sediment control BMPs require maintenance?
Is the built-up sediment less than 1/3 the height of the barrier?
Are water bars or check dams installed where necessary and
properly spaced according to the SWPPP Map?
Are sediment controls installed and maintained in accordance
with the SWPPP map, functional and maintained?
Are silt fences and fiber rolls placed on level contours?
Storm Drain Inlet Protection
Are storm drain inlet BMPs internal to the project installed and
maintained properly?
Are offsite storm drain inlet BMPs installed and maintained
properly?
Stockpiles
Are inactive stockpiles covered and protected from run-on, run-off
from adjacent areas, and from winds?
Are stockpiles located at least 50 feet from concentrated flows,
downstream drainage courses and storm drain inlets?
Concentrated Flows
Are concentrated flow paths free of visible erosion?
Tracking Control
Does the project have a stabilized construction site entrance/exit
and is it installed correctly according to the SWPPP?
Are points of ingress/egress to public/private roads inspected,
swept, and maintained according to the SWPPP?
Wind Erosion Control
Is dust control implemented?
Dewatering Operations
Is dewatering handled in conformance with the dewatering permit
issued by the RWQCB?
Is required treatment provided for dewatering effluent?
Storm Water Pollution Prevention Plan
Project Name
CONSTRUCTION SITE INSPECTION CHECKLIST
Requirement
Yes No N/A
Corrective Action/Location
Vehicle & Equipment Fueling, Cleaning, and Maintenance
Are vehicle and equipment fueling, cleaning, maintenance and
parking areas reasonably clean and free of spills, leaks, or any
other deleterious material?
Are vehicle and equipment fueling, cleaning and maintenance
activities performed on an impermeable surface in dedicated
areas? If no, are drip pans used?
Are dedicated fueling, cleaning, and maintenance areas located
at least 50 feet away from downstream drainage facilities and
watercourses, and protected from run-on and runoff?
Is wash water contained for infiltration/ evaporation?
Is on-site cleaning limited to washing with water (no soap, soaps
substitutes, solvents, or steam)?
On each day of use, are vehicles and equipment inspected for
leaks?
Waste Management & Materials Pollution Control
Are material storage areas and washout areas protected from
run-on and runoff, and located at least 50 feet from concentrated
flows and downstream drainage facilities?
Are material handling and storage areas clean; organized; free of
spills, leaks, or any other deleterious material; and stocked with
appropriate clean-up supplies?
Are liquid materials, hazardous materials, and hazardous wastes
stored within secondary containment?
Are packaged materials stored on pallets?
Are hazardous materials and wastes stored in appropriate,
labeled containers?
Are secondary containment facilities and packaged materials
covered or protected when inactive?
Are temporary concrete washout facilities designated and water
tight?
Are concrete wastes, including residues from cutting and grinding,
contained and disposed of off-site or in concrete washout
facilities?
Are spills from mobile equipment fueling and maintenance
properly contained and cleaned up?
Is litter from work areas within the construction limits of the project
site collected and placed in dumpsters with lids?
Are trash receptacles provided in the Contractor’s yard, field
trailer areas, and at locations where workers congregate for lunch
and break periods?
Are waste management receptacles free of leaks?
Is the site free of litter?
Are waste management receptacles filled at or beyond capacity?
Are portable toilets placed within containment to prevent the
discharge (leaking) of pollutants?
Spill Control and Response
Are there proper spill clean-up materials, and posted spillreporting procedures for hazardous materials and wastes in open
and accessible locations adjacent to storage areas?
If a spill has occurred, was the QSP contacted within 24 hours of
a spill of a hazardous substance?
Storm Water Pollution Prevention Plan
Project Name
CONSTRUCTION SITE INSPECTION CHECKLIST
Requirement
Yes No N/A
Corrective Action/Location
Non-Storm Water Discharges
Is there any evidence of illicit discharges or illegal dumping on the
project site?
If yes, has the QSP been notified?
If there has been an unauthorized or non-storm water discharge,
has it been immediately contained, cleaned up and documented
in the SWPPP?
If yes, has the QSP been notified?
Discharge Points
Are discharge points and discharge flows free from visible
pollutants?
Are discharge points free of any significant erosion and
deposition?
SWPPP Update
Does the SWPPP adequately reflect the current site conditions
and contractor operations?
Are all BMPs shown in the SWPPP Map also installed on the
construction site?
Are the SWPPP and NOI on-site where it is accessible to others?
Does the SWPPP contain a current list of potential pollutant
sources?
General
If this is a pre-storm inspection, is a Rain Even Action Plan
(REAP) also being developed? (traditional projects only)
Are there any other potential stormwater or non-stormwater
pollution control concerns at the site?
Storm Water Monitoring
Is there a 50% chance of rain or greater in the forecast?
(http://www.weather.gov) Note: Print and attach NOAA forecast
to this checklist.
If a storm event occurred recently, did it produce precipitation of
0.5 inch or more? If so, this should be a post-storm inspection.
Are there any noticeable odors or visible sheen on the surface of
any runoff or discharges?
Storm Water Pollution Prevention Plan
Project Name
G-2: Discharge Sampling Report
Storm Water Pollution Prevention Plan
Project Name
DISCHARGE SAMPLING REPORT
Sampler’s Name: _____________________________
Date: ________________________
Type of Sampling Event (Circle One): Rain Event
Non-Stormwater
*Non Visible Pollutant Sampling Event? (Circle One) Yes
No
*Note: Non-visible pollutant sampling is only required if there is potential for non-visible pollutants to discharge from
the site. See Section 8.3.2 of the SWPPP for additional guidance and requirements for non-visible pollutant sampling.
Sampling Location
(Consult SWPPP Map
for Name and Location
of Sampling Points)
Time of
Sample
Collection
Parameter
(pH, Turbidity, or
Specific NonVisible Pollutant)
Analysis
Performed
By
(List Laboratory
or Person)
Result
(Include units)
% of Total
Site
Discharge
Sampler’s Signature: _____________________________
Storm Water Pollution Prevention Plan
Project Name
G-3: Exemption Records
Visual monitoring, inspections, and sample collection are not required under the following
conditions:
 During dangerous weather conditions such as flooding and electrical storms

Outside of scheduled site business hours.
If no required visual observations (inspections) or samples are collected due to these
exceptions, complete a form below. Each form shall document the reasons why the visual
monitoring, inspection, and/or sample collection was not conducted. Completed forms shall be
included in Appendix H.
Time:
Date:
Exemption
□ Dangerous weather conditions
Type:
Details of Exemption:
□ Outside of scheduled site business hours
Time:
Date:
Exemption
□ Dangerous weather conditions
Type:
Details of Exemption:
□ Outside of scheduled site business hours
Time:
Date:
Exemption
□ Dangerous weather conditions
Type:
Details of Exemption:
□ Outside of scheduled site business hours
Time:
Date:
Exemption
□ Dangerous weather conditions
Type:
Details of Exemption:
□ Outside of scheduled site business hours
Storm Water Pollution Prevention Plan
Project Name
G-4: CSMP Locations Map
Storm Water Pollution Prevention Plan
Project Name
Appendix H
Certifications and QSP Training Log
Storm Water Pollution Prevention Plan
Project Name
QSP Training Log
Date
QSP Training Topic
Storm Water Pollution Prevention Plan
Name of Trainee
QSP Initial
Project Name
Appendix I
Responsible Parties
Storm Water Pollution Prevention Plan
Project Name
Responsible Parties
Title and Contact Information
Area of Responsibility
Legally Responsible Person:
Entity Name_NCTD
LRP Contact Person: Peykan Abbassi, Chief
Development Officer
Address: 801 Mission Avenue
City, State, Zip: Oceanside, CA 92054
Telephone Number: 760.966.6684
Email: pabbassi@nctd.org
Property Owner and Permittee under the General
Permit
Authorized Signatory for the LRP:
Contact Person: Full Name
Address: 801 Mission Avenue
City, State, Zip: Oceanside, CA 92054
Telephone Number: TBD
Email: TBD
Authorized to sign (and certify) on behalf of the
LRP: the Notice of Intent, Notice of Termination,
Changes to the Permit Registration Documents,
SWPPP Certification, Annual Reports, NonCompliance reports, and any other information
requested by the RWQCB, SWRCB, or EPA under
the General Permit.
Qualified SWPPP Developer:
Company Name: Name
QSD Name: Name, Title
Address: street address
City, State, Zip: City State, zip
Telephone 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.
Storm Water Pollution Prevention Plan
Project Name
Title and Contact Information
Contractor/Subcontractor
Company Name: __________
Name:______________
Address:__________
City, State, Zip: ____________
Telephone Number (including emergency contact
number[s]):___________
Fax: ____________
Email:_____________
Storm Water Pollution Prevention Plan
Area of Responsibility
Install, maintain, and replace erosion and sediment
controls.
Project Name
Appendix J
Contractors and Subcontractors
Storm Water Pollution Prevention Plan
Project Name
CONTRACTORS AND SUBCONTRACTORS
Contractor/Subcontractor
Name and Address
Contact Person/
Phone Number
Storm Water Pollution Prevention Plan
Activity
Start
Date
End
Date
Project Name
Appendix K
Chain of Custody and Analytical Results
Storm Water Pollution Prevention Plan
Project Name
Appendix L
NAL Exceedance Evaluations
Storm Water Pollution Prevention Plan
Project Name
Numeric Action Level Exceedance Report
In the event that the storm event average of the samples exceeds an applicable NAL, Risk
Level 2/3 discharges must electronically submit all storm event sampling results to the
SWRCB’s SMARTS no later than 10 days after the conclusion of the storm event. In addition,
the RWQCBs may request the submittal of an NAL Exceedance Report. The discharger must
certify each NAL Exceedance Report in accordance with the General Permit’s Special
Provisions for Construction Activity.
An NAL Exceedance Report must contain the following information:

Analytical method(s), method reporting unit(s), and MDL(s) of each analytical parameter;

Date, place, time of sampling, visual observation (inspections), and/or measurements,
including precipitating; and

Description of the current BMPs associated with the sample that exceeded the NAL and
the proposed corrective actions taken.
Storm Water Pollution Prevention Plan
Project Name
Risk Level 2/3
Numeric Action Level Exceedance Report
Date, time,
sampling
location,
visual
observatio
ns and
precipitatio
n
Paramet
er
pH
Turbidity
EPA
Test
Method/
Protocol
Field test
with
calibrate
d
portable
instrume
nt
0180.1
and/or
field test
with
calibrate
d
portable
instrume
nt
Storm Water Pollution Prevention Plan
Discharg
e Type
Min.
Detectio
n Limit
Reportin
g Units
Numeri
c
Action
Level
Type 2
Discharge
s
0.2 pH
Units
Lower
NAL =
6.5
Upper
NAL =
8.5
Type 2
Discharge
s other
than ATS
1 NTU
NTU
250
NTU
For ATS
discharge
s
1 NTU
NTU
N/A
Test
Resul
t
Associate
d BMP
and
Correctiv
e Action
Project Name
Appendix M
Blank Rain Event Action Plan (REAP) Template and Completed Plans
Storm Water Pollution Prevention Plan
Project Name