Storm Water Pollution Prevention Plan (SWPPP) - the City of Lompoc!

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OrderEffective two years after the adoption date of this General Permit, aQSD shall have attended a State Water Board-sponsored or approvedQSD training course.2. The discharger shall list the name and telephone number of thecurrently designated Qualified SWPPP Developer(s) in the SWPPP.3. Qualified SWPPP Practitioner: The discharger shall ensure that allBMPs required by this General Permit are implemented by a QualifiedSWPPP Practitioner (QSP). A QSP is a person responsible for nonstormwater and storm water visual observations, sampling andanalysis. Effective two years from the date of adoption of this GeneralPermit, a QSP shall be either a QSD or have one of the followingcertifications:a. A certified erosion, sediment and storm water inspector registeredthrough Enviro Cert International, Inc.; orb. A certified inspector of sediment and erosion control registeredthrough Certified Inspector of Sediment and Erosion Control, Inc.Effective two years after the adoption date of this General Permit, aQSP shall have attended a State Water Board-sponsored or approvedQSP training course.4. The LRP shall list in the SWPPP, the name of any Approved Signatory,and provide a copy of the written agreement or other mechanism thatprovides this authority from the LRP in the SWPPP.5. The discharger shall include, in the SWPPP, a list of names of allcontractors, subcontractors, and individuals who will be directed by theQualified SWPPP Practitioner. This list shall include telephonenumbers and work addresses. Specific areas of responsibility of eachsubcontractor and emergency contact numbers shall also be included.6. The discharger shall ensure that the SWPPP and each amendment willbe signed by the Qualified SWPPP Developer. The discharger shallinclude a listing of the date of initial preparation and the date of eachamendment in the SWPPP.VIII. RISK DETERMINATIONThe discharger shall calculate the site's sediment risk and receiving water riskduring periods of soil exposure (i.e. grading and site stabilization) and use thecalculated risks to determine a Risk Level(s) using the methodology in2009-0009-DWQ 34 September 02, 2009
OrderAppendix 1. For any site that spans two or more planning watersheds, 13 thedischarger shall calculate a separate Risk Level for each planning watershed.The discharger shall notify the State Water Board of the site’s Risk Leveldetermination(s) and shall include this determination as a part of submittingthe PRDs. If a discharger ends up with more than one Risk Leveldetermination, the Regional Water Board may choose to break the projectinto separate levels of implementation.IX. RISK LEVEL 1 REQUIREMENTSRisk Level 1 Dischargers shall comply with the requirements included inAttachment C of this General Permit.X. RISK LEVEL 2 REQUIREMENTSRisk Level 2 Dischargers shall comply with the requirements included inAttachment D of this General Permit.XI. RISK LEVEL 3 REQUIREMENTSRisk Level 3 Dischargers shall comply with the requirements included inAttachment E of this General Permit.XII.ACTIVE TREATMENT SYSTEMS (ATS)Dischargers choosing to implement an ATS on their site shall comply with all ofthe requirements in Attachment F of this General Permit.13 Planning watershed: defined by the Calwater Watershed documents as a watershed that ranges in sizefrom approximately 3,000 to 10,000 acres http://cain.ice.ucdavis.edu/calwater/calwfaq.html,http://gis.ca.gov/catalog/BrowseRecord.epl?id=22175 .2009-0009-DWQ 35 September 02, 2009
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Storm Water Pollution Prevention Pl
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Section 1 Introduction1.1 Obtaining
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1.7 Required Non-Compliance Reporti
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proposed drainage swale. Run-on als
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• Paint (for pavement markings)2.
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SE-10 Storm Drain Inlet ProtectionT
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Section 4 Construction Site Monitor
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Section 34.1 Visual Monitoring/ Ins
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Sampling personnel will collect sto
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• Discard sample bottles or sampl
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• A summary of all analytical res
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Section 6 Notice of TerminationWith
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Owner’s (or Authorized Representa
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Appendix BContractor Information
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Appendix CSite Map/Erosion and Sedi
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SILT FENCEINLET PROTECTIONAScale: N
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Risk Assessment DeterminationConstr
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12Sediment Risk Factor WorksheetA)
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Combined Risk Level MatrixReceiving
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ATTACHMENT A.1EATTACHMENT A.1LUP Pr
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Risk Level 2 Requirements from Atta
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Any sediment basins shall be design
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Construction Site Monitoring PlanDa
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Maintenance, Inspection, and Repair
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Maintenance, Inspection and Repair
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Page 196 and 197: Quality Assurance and Quality Contr
Page 198 and 199: Date:Date Rain Predicted to Occur:0
Page 200 and 201: Rain Event Action Plan (REAP)Date o
Page 202 and 203: Appendix HPollutant Testing Guidanc
Page 204 and 205: Appendix HIPollutant Testing Guidan
Page 210 and 211: Appendix JOther Plans and Permits
Page 212 and 213: TABLE OF CONTENTSI. FINDINGS ......
Page 214 and 215: Order3. This General Permit regulat
Page 216 and 217: OrderB. Activities Covered Under th
Page 218 and 219: Order35. Discharges occurring in ba
Page 220 and 221: OrderG. Determining and Reducing Ri
Page 222 and 223: Order55. This General Permit establ
Page 224 and 225: Ordercause physical impacts on rece
Page 226 and 227: OrderIT IS HEREBY ORDERED that all
Page 228 and 229: OrderJuly 1, 2010. If an existing d
Page 230 and 231: Order3. The discharger shall contin
Page 232 and 233: OrderIII. DISCHARGE PROHIBITIONSA.
Page 234 and 235: OrderIV. SPECIAL PROVISIONSA. Duty
Page 236 and 237: Order2. Access and copy at reasonab
Page 238 and 239: Order2. There were no feasible alte
Page 240 and 241: Order2. The Porter-Cologne Water Qu
Page 242 and 243: Ordershall be within the ranges spe
Page 244 and 245: OrderVI. RECEIVING WATER LIMITATION
Page 248 and 249: OrderXIII. POST-CONSTRUCTION STANDA
Page 250 and 251: OrderXIV. SWPPP REQUIREMENTSA. The
Page 252 and 253: OrderXVI. ANNUAL REPORTING REQUIREM
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Storm Water Pollution Prevention Plan (SWPPP) - the City of Lompoc!

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