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3883; JEFFERSON STREET SIDEWALKS; STORM WATER POLLUTION PREVENTION PLAN; 2004-06-01
Prepared for: City of Carlsbad Public Works 1635 Faraday Avenue Carlsbad, CA 92008 Sherri Howard, Engineer Submitted by: T.B. PENICK & SONS, INC. 9747 Olson Drive San Diego, CA 92121-2802 Craig Claxton, Project Manager 858-558-1800 (Office) 858-583-0082 (Cell) M" STORM WATER POLLUTION PREVENTION PLAN For JEFFERSON STREET SIDEWALKS (%MTDA(T M( 222..4 Project Site Address: In San Diego County, City of Carlsbad, North and South Side of Jefferson Street Contractor's Water Pollution Control Manager: Victor Baez 858-558-1800 (Office) 619-719-3393 (Cell) SWPPP Prepared by: Robert Ashbaugh, ECE Global Environmental Network, Inc. (GENI) P.O. Box 8068 Fountain Valley, CA 92728-8068 714-479-1199 S SWPPP Preparation Date: June 1, 2004 S Contents Page Section 100 SWPPP Certifications and Approval...............................................................I 100.1 Initial SWPPP Certification .................................................................................. 1 100.2 SWPPP Approval...............................................................................................2 100.3 Annual Compliance Certification ........................................................................3 Section 200 SWPPP Amendments.......................................................................................4 200.1 SWPPP Amendment Certification and Approval ................................................4 200.2 Amendment Log ................................................................................................. 6 Section 300 Introduction and Project Description .............................................................7 300.1 Introduction and Project Description...................................................................7 300.2 Unique Site Features .........................................................................................7 300.3 Construction Site Estimates ...............................................................................7 300.4 Project Schedule/Water Pollution Control Schedule...........................................7 300.5 Contact Information/List of Responsible Parties.................................................7 Section400 References ........................................................................................................ 9 Section500 Body of SWPPP..............................................................................................10 500.1 Objectives ............. .............................................................................. . ............ 10 500.2 Vicinity Map ........... .......................................... .................................... ............. 10 500.3 Pollutant Source Identification and BMP Selection...........................................11 500.3.1 Inventory of Materials and Activities that May Pollute Storm Water.........................................................................11 500.3.2 Existing (pre-construction) Control Measures...................................11 500.3.3 Nature of Fill Material and Existing Data Describing the Soil ............12 500.3.4. Soil Stabilization (Erosion Control) ...................................................12 500.3.5 Sediment Control .............................................................................13 500.3.6 Tracking Control...............................................................................14 500.3.7 Wind Erosion Control .......................................................................14 500.3.8 Non-Storm Water Control.................................................................14 500.3.9 Waste Management and Materials Pollution Control ........................15 500.4 Water Pollution Control Drawings (WPCDs).....................................................15 500.5 Construction BMP Maintenance, Inspection and Repair...................................15 500.6 Post-Construction Storm Water Management..................................................15 500.6.1 Post-Construction Control Practices.................................................15 500.6.2 Operation/Maintenance after Project Completion .............................16 500.7 Training ............................................................................................................ 16 500.8 List of Subcontractors ......................................................................................16 500.9 Other Plans/Permits.........................................................................................16 Section 600 Monitoring Program and Reports .................................................................17 600.1 Site Inspections................................................................................................17 600.2 Discharge Reporting ........................................................................................17 600.3 Record Keeping and Reports ........................................................................... 17 0 S SWPPP Attachments AttachmentA...................................................................................................Vicinity Map Attachment B .................................................................. Water Pollution Control Drawings Attachment C .......................................................................BMP Consideration Checklist Attachment D .............................................................................Intentionally Not Included Attachment E..............................................................................Intentionally Not Included Attachment F..............................................................................Intentionally Not Included Attachment G . Program for Maintenance, Inspection, & Repair of Construction Site BMPs Attachment H .........................Storm Water Quality Construction Site Inspection Checklist Attachment I.................................................................Trained Contractor Personnel Log Attachment J .....................................................Subcontractor Notification Letter and Log Attachment K.................................................Notice of Discharge, Written Notice or Order Attachment L...................................................SWPPP and Monitoring Program Checklist Attachment M.....................................................Annual Certification of Compliance Form Attachment N .....................................................................................Other Plans/Permits Attachment Q..............................................................List of BMPs Used In This SWPPP 0 Séction 100 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 S Section 100 SWPPP Certifications and Approval 100.1 Initial SWPPP Certification Project Name: JEFFERSON STREET City of Carlsbad Contract No. 3883-1 "I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations". Con Date Craig Project Manager 858-558-1800 (Office) 858-583-0082 (Cell) Contractor's Name and Title Telephone Number S TB Penick & Sons, Inc. June 1, 2004 Page 1 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 100.2 SWPPP Approval For City of Carlsbad Use Only City Approval and Certification of the Storm Water Pollution Prevention Plan Project Name: JEFFERSON STREET City of Carlsbad Contract No. 3883-1 "I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and. complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations". kciaiiO Engineers Signature Date Sherri Howard 760-602-2756 (Office) 760-602-8553 (Cell) Engineer's Name Engineer's Telephone Number TB Penick & Sons, Inc. June 1, 2004 Page 2 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 100.3 Annual Compliance Certification By June 15 of each year, the contractor shall submit an Annual Certification of Compliance to the Engineer stating compliance with the terms and conditions of the Permits and the SWPPP. The Annual Certification of Compliance Form and Engineer Approval form are included in Attachment M. Completed Annual Certifications of Compliance and Approvals can be found in the following pages. TB Penick & Sons, Inc. June 1, 2004 Page 3 Section 200 - Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 is. Section 200 SWPPP Amendments 200.1 SWPPP Amendment Certification and Approval This SWPPP shall be amended: Whenever there is a change in construction or operations which may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4); or If any condition of the Permits is violated or the general objective of reducing or eliminating pollutants in storm water discharges has not been achieved. If the RWQCB determines that a Permit violation has occurred, the SWPPP shall be amended and implemented within 14 calendar days after notification by the RWQCB; Annually, prior to the defined rainy season, when required by the project's Special Provisions; and When deemed necessary by the Engineer. The amendments for this SWPPP, along with the Contractor's Certification and the Engineer's approval, can be found in the following pages. Amendments are listed in the Amendment Log in section 200.2 TB Penick & Sons, Inc. June 1, 2004 Page 4 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883.1 0 SWPPP Amendment No. Project Name: JEFFERSON STREET City of Carlsbad Contract No. 3883-1 To be Completed by Contractor "I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations". Contractor's Signature Date Craig Claxton, Project Manager 858-558-1800 (Office) 858-583-0082 (Cell) Contractor's Name and Title Telephone Number For City of Carlsbad Use Only Engineer's Approval and Certification of the Storm Water Pollution Prevention Plan Amendment "I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations". Engineer's Signature Date Sherri Howard 760-602-2756 (Office) 760-602-8553 (Cell) Engineer's Name Engineer's Telephone Number TB Penick & Sons, Inc. June 1, 2004 Page 5 Storm Water Pollution Prevention PIan(SWPPP) Contract No. 3883-1 200.2 Amendment Log Project Name JEFFERSON STREET City of Carlsbad Contract Na. 3883-1 :. TB Penick & Sons, Inc. * June 1, 2004 Page Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 Section 300 Introduction and Project Description 300.1 Introduction and Project Description The project is the construction of new sidewalks, reconstruction of existing sidewalks, removal of diseased palm trees and road widening on Jefferson Street between Chinquapin and Magnolia 300.2 Unique Site Features The project is the widening of an existing roadway. There are not any unique features. 300.3 Construction Site Estimates The project is within the existing right-of-way. This project will not increase run-off and no further hydrologic or hydraulic analysis is requested. Estimated areas of construction, including utility trenching, pavement removal and sidewalk removal, are: North of Tamarack Av, east side: 21,269 SF North of Tamarack Av, west side: 2,851 SF South of Tamarack Av, east side: 6,495 SF 300.4 Project Schedule/Water Pollution Control Schedule The graphical schedule on the following page notes the major contributing soil disturbing activities and their corresponding BMP's during the project life. 300.5 Contact Information/List of Responsible Parties The Water Pollution Control Manager (WPCM) assigned to this project is: Victor Baez 858-558-1800 (Office) 619-719-3393 (Cell) T.B. Penick & Sons 9747 Olson Drive San Diego, CA 92121-2802 C TB Penick & Sons, Inc. June 1, 2004 Page 7 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 . The WPCM shall have primary responsibility and significant authority for the implementation, maintenance, inspection and amendments to the approved SWPPP. Duties of the Contractor's WPCM include, but are not limited to: Ensuring full compliance with the SWPPP and the Permit Implementing all elements of the SWPPP including, but not limited to: Implementation of prompt and effective erosion and sediment control measures Implementing all non-storm water management, and materials and waste management activities such as: monitoring discharges (dewatering, diversion devices), general site cleanup, vehicle and equipment cleaning, fueling and maintenance, spill control, ensuring that no materials other than storm water are discharged in quantities which will have an adverse effect on receiving waters or storm drain systems, etc. Pre-storm inspections Post-storm inspections Storm event inspections •• Preparing annual compliance certification 0 • Ensuring elimination of all unauthorized discharges The Contractor's WPCM shall be assighed authority by the Contractor to mobilize crews in order to make immediate repairs to the control measures Coordinate with the Engineer to assure all of the necessary corrections/repairs are made immediately, and that the project complies with the SWPPP, the Permit and approved plans at all times TB Penick & Sons, Inc. June 1, 2004 Page 8 I W 100 Notify residence of beginning of work 150 Establish traffic control 200 Sawcut asphalt 250 Remove concrete driveways 300 Remove block work form existing walls 350 Remove asphalt -- - Improvements - - - 400 Establish subgrade for curb and gutter 450 Form and pour curb and gutter 500 Establish subgrade for concrete drivewa 550 Form and pour sidewalks and driveways 1Ii]iI !TI, Demolition 990 Notify residence that work is beginning I AAA InctII trffir .'nntrnI id ld I 14JUN04 14JUN04 56d 0 id ld 14JUN04 14JUN04 id 0 id ld 15JUN04 15JUN04 id 0 2d 2d 17JUN04 18JUN04 ld 0 ld id 18JUN04 18JUN04 ld 0 id id 18JUN04 18JUN04 ld 0 ld id 21JUN04 21JUN04 30d 0 3d 3d 22JUN04 24JUN04 30d 0 2d 2d 25JUN04 28JUN04 44d 0 2d 2d 01JUL04 02JUL04 42d 0 1dj ld I 14JUN04 114JUN04 I 56d 1 0 1ril id 15.111N04 II&JUN04 I ldl 0 1100 Sawcut Asphalt I id id I 16JUN04 116JUN04 I id 0 1200 Remove Trees and Relocate I 2d I 2d 21JUN04 122JUN04 I Idl 0 Establish subgrade for curb and gutter Form and pour curb and gutter Establish subgrade for concrete driveways --øD Form and pour sidewalks and driveways )tify residence that work is beginning nstall traffic control Sawcut Asphalt L .c Remove Trees and Relocate . Remove misc hardscape and landscape 1 Remove mailboxes - Relocate sewer cleanouts behind S/W Relocate irrigation heads behind S/W Remove Asphalt . Remove Curb and Gutter Remove Concrete Driveways up to R/W ' LLl Survey staking - Form Curb and Gutter Inspection Pour Curb and Gutter Backfill and subgrade for sidewalk 4 ' - Form sidewalk and driveways Inspection Pour sidewalk,rámp and driveways S S Reestablish irrigation behind sidewalk Core and install Mailboxes - Remove existing stripping - Install stripping ' Remove traffic control Notify residence of commencment of 'work Establish Traffic Control . jSa wcut asphalt Sawcut for trench to relocate electrical lines - Excavate trench for relocation of electrical lin Run lines thru Jefferson to eastside of street Remove sidewalks and driveway to run electrical S Relocate Electrical Power poles and pedestals 7 Remove chainlink and wood fencing - Relocate irrigation behind sidewalk Early bar - Progress bar Critical bar - Summary bar Start milestone point . Finish milestone point ~A Demolition Notify residence of beginning of work Establish traffic control Sawcut asphalt -T Remove concrete driveways Remove block work form existing walls Remove asphalt 1300 Remove misc hardscape and landscape 1dj id 23JUN04 23JUN04 id 0 1400 Remove mailboxes id id 24JUN04 24JUN04 Ad 0 1500 Relocate sewer cleanouts behind S/W 2d 2d 25JUN04 28JUN04 id 0 1600 Relocate irrigation heads behind S/W id ld 29JUN04 29JUN04 id 0 1700 Remove Asphalt 4d 4d 25JUN04 30JUN04 ld 0 1800 Remove Curb and Gutter 4d 4d 28JUN04 01JUL04 id 0 1900 Remove Concrete Driveways up to R/'N 4d 4d 29JUN04 102JUL04 id .0 Improvements • 2000 Survey staking .' id Id 24JUN04 24JUN04 48d 0 2100 Form Curb and Gutter 2d 2d 25JUN04 28JUN04 30d 0 2200 Inspection id id 29JUN04 29JUN04 30d 0 2300 Pour Curb and Gutter 2d 2d 30JUN04 01JUL04 30d 0 2400 Backfill and subgrade for sidewalk 3d 3d 02JUL04 06JUL04 30d 0 2600 Form sidewalk and driveways . 2d 2d 07JUL04 08JUL04 30d 0 2700 Inspection id id 09JUL04 09JUL04 30d 0 2800 Pour sidewalk,ramp and driveways . 2d 2d 12JUL04 13JUL04 30d 0 2900 Reestablish irrigation behind sidewalk id ld 14JUL04 14JUL04 30d 0 3000 Core and install Mailboxes id id 15JUL04 15JUL04 30d 0 3100 Remove existing stripping id id 16JUL04 16JUL04 30d 0 3200 Install stripping id ld 19JUL04 19JUL04 30d 0 3220 Remove traffic control id id 20JUL04 20JUL04 30d 0 i-.i irj fl• "L41 . . U • ' Demolition 3280 Notify residence of commencment of work ld id 01JUL04 01JUL04 41d 0' 3300 Establish Traffic Control 2d 2d 02JUL04 05JUL04 41d 0 3350 Sawcut asphalt 2d 2d 17JUN04 18JUN04 40d 0 3360 Sawcut for trench to relocate electrical lines ld id 21JUN04 21JUN04 40d 0 3365 Excavate trench for relocation of electrical lin 2d 2d 22JUN04 23JUN04 40d 0 3370 Run lines thru Jefferson to eastside of street Sd 5d 24JUN04 13WUN04 40d 0 3375 Remove sidewalks and driveway to run ld id 28JUN04 28JUN04 40d 0 3400 Relocate Electrical Power poles and 4d 4d 01JUL04 06JUL04 40d 0 3500 Remove chainlink and wood fencing 5d 5d 30JUN04 06JUL04 37d 0 3600 Relocate irrigation behind sidewalk 3d 3d 07JUL04 09JUL04 I 37dj 0 .Start date 14JUN04. Finish date 30AUG04 - - - Data date 14JUN04 Run date 03JUN04 Page number 1A © Primavera Systems. Inc. S 3700 I Remove sidewalks and driveways 7d 7d 05JUL04 13JUL04 1d 0 . 3800 Remove & Relocate Fire Hydrant and 13 of 4d 4d 12JUL04 115JUL04 ld 0 3900 Remove palm tree stumps 2d 2d 12JUL04 13JUL04 id 0 4000 Remove Asphalt 2d 2d 12JUL04 13JUL04 ld 0 4020 Remove cross gutter @ Magnolia & Carol Improvements - ld id 06AUG04 06AUG04 17d 0 - 4100 Survey stakes for Curb and Gutter ld id 14J L04 14JUL04 ld 0 4120 Place 4 base material under A/C and Curb 2d 2d 15JUL04 16JUL04 ld 0 4130 Compaction test for base ld id 19JUL04 19JUL04 ld 0 4200 Form Curb and Gutter 2d 2d 20JUL04 21JUL04 id '0 4250 Inspection ld id 22JUL04 22JUL04 id 0 4300 Pour and strip Curb and gutter 2dj 2d 23JUL04 126JUL04 Id 0 4400 Backfill and grade sidewalk/Driveway 4d 4d 27JUL04 30JUL04 Id 0 4500 Form Sidewalks and Driveways 3d 3d 02AUG04 04AUG04 id 0 4600 Inspection id Id 05AUG04 05AUG04 id 0 4610 Pour Sidewalks and Driveways 3d 3d 06AUG04 10AUG04 ld 0 4620 Pour Cross Gutter @ Magnolia & Carol ld Id 06AUG04 06AUG04 17d 0 4700 Raise Water Valves 1dj ld 11AUG04 11AUG04 ld 0 4800 Asphalt paving 2d 2d 12AUG04 13AUG04 id 0 4900 Install sewer cleanouts 4d 4d 16AUG04 19AUG04 id 0 5000 Reinstall wood and chainlink fencing 4d 4d 20AUG04 25AUG04 ld 0 5100 Remove old stripping from street 2d 2d 20AUG04 23AUG04 ld 0 5200 Install new stripping 2d 2d 24AUG04 25AUG04 ld 0 • 5300 Install all new signs 2d 2d 26AUG04 27AUG04 id 0 5400 Remove traffic control id id 30AUG04 30AUG04 ld 0 5500 id id 14JUN04 14JUN04 56d 0 Remove sidewalks and driveways Remove & Relocate Fire Hydrant and 13 of pipe Remove palm tree stumps Remove Asphalt Remove cross gutter @ Magnolia & Carol Survey stakes for Curb and Gutter 9 Place 4 base material under NC and Curb and Gu L Compaction test for base Form Curb and Gutter Inspection Pour and strip Curb and gutter Backfill and grade sidewalk/Driveway subgrade Form Sidewalks and Driveways _Inspection Pour Sidewalks and Driveways Cross Gutter @ Magnolia & Carol L Raise Water Valves 9 Asphalt paving -E=q Install sewer cleanouts i Reinstall wood and chainlink fencing Remove old stripping from street Install new stripping Install all new signs -.-ll Remove traffic control date 14JUN04 MW Finish Finish date 30AUG04 Data date 14JUN04 Run date 03JUN04 Page number 2A © Primavera Systems, Inc. Early bar Progress bar Critical bar Summary bar Start milestone point Finish milestone poir - Section 400 -. 0- . .. ., Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 Section 400 References The following documents are made a part of this SWPPP by reference: Project plans and specifications no. 3883-1, DWG 401-7, and Dwg. 401-7A dated January 8, 2004, prepared by City of Carlsbad. California Regional Water Quality Control Board Order No. 2001-01, NPDES No. CAS0108758, National Pollutant Discharge Elimination System (NPDES) Permit. Caltrans Storm Water Quality Handbooks, Construction Site Best Management Practices Manual, dated November 2000. Caltrans Storm Water Quality Handbooks, SWPPP/WPCP Preparation Manual, dated November 2000. City of Carlsbad Coastal Development Permit CDP 02-11 TB Penick & Sons, Inc. June 1, 2004 Page 9 Section 500 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 . Section 500 Body of SWPPP 500.1 Objectives This Storm Water Pollution Prevention Plan (SWPPP) has four main objectives: Identify all pollutant sources, including sources of sediment that may affect the quality of storm water discharges associated with construction activity (storm water discharges) from the construction site, and Identify non-storm water discharges, and Identify, construct, implement in accordance with a time schedule, and maintain Best Management Practices (BMPs) to reduce or eliminate pollutants in storm water discharges and authorized non-storm water discharges from the construction site during construction, and Develop a maintenance schedule for BMPs installed during construction designed to reduce or eliminate pollutants after construction is completed (post-construction BMPs). This SWPPP conforms with the required elements of Permit No. CAS0108758 issued by the State of California, State Water Resources Control Board (SWRCB). This SWPPP will be modified and amended to reflect any changes in construction or operations that may affect the discharge of pollutants from the construction site to surface waters, groundwaters, or the municipal separate storm sewer system (MS4). The SWPPP will also be amended if it is in violation of any condition of the Permit or has not achieved the general objective of reducing pollutants in storm water discharges. The SWPPP shall be readily available on-site for the duration of the project. 500.2 Vicinity Map The construction project vicinity map showing the project location, surface water boundaries, geographic features, construction site perimeter, and general topography, is located in Attachment A. The project's Title Sheet provides more detail regarding the project location and is also included in Attachment A. TB Penick & Sons, Inc. June 1, 2004 Page 10 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 0 500.3 Pollutant Source Identification and BMP Selection 500.3.1 Inventory of Materials and Activities that May Pollute Storm Water The following is a list of construction materials that will be used and activities that will be performed that will have the potential to contribute pollutants, other than sediment, to storm water runoff control practices for each activity are identified in the Water Pollution Control Drawings (WPCDs) and/or in sections 500.3.4 through 500.3.9: Vehicle fluids, including oil, grease, petroleum and coolants Asphaltic emulsions associated with asphalt concrete paving operations Cement materials associated with PCC paving operations, drainage structures and underground utilities Paints, solvents and thinners Wood products Fertilizers and herbicides Construction activities that have the potential to contribute sediment to storm water discharges include: Clear and grub operations Grading operations Soil, asphalt and concrete export operations Utility excavation operations Landscape operations Attachment C lists all Best Management Practices (BMPs) that are either minimum requirements or special contract requirements, and all BMPs selected by the Contractor for this project. Implementation and location of BMPs are shown on the WPCDs in Attachment B. Narrative descriptions of BMPs to be used during the project are listed by category in each of the following SWPPP sections. 500.3.2 Existing (Pre-Construction) Control Measures The following are existing (pre-construction) control measures encountered within the project site: The site is located in an established neighborhood with existing paved and landscaped surfaces. Curb and gutter direct storm runoff to City owned and maintained storm drain system. TB Penick& Sons, Inc. June 1, 2004 Page 11 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 0 500.3.3 Nature of Fill Material and Existing Data Describing the Soil The proposed project requires the removal of existing sidewalk and fill placed historically to construct road widening and sidewalk. This is an existing residential neighborhood. It is not anticipated to encounter pollutants other than those generated in an urban area. 500.3.4 Soil Stabilization (Erosion Control) Soil stabilization, also referred to as erosion control, consists of source control measures that are designed to prevent soil particles from detaching and becoming suspended in storm water runoff. Soil stabilization BMPs protect the soil surface by covering and/or binding soil particles. This project will incorporate minimum temporary soil stabilization requirements, temporary soil stabilization measures required by the contract documents, and other measures selected by the contractor. This project will utilize and implement the following principles for effective temporary and final soil stabilization during construction: Preserve existing vegetation where required and when feasible. Apply temporary soil stabilization (erosion control) to remaining active and non-active areas as required by the Construction Site BMPs Manual and the Special Provisions. Reapply as necessary to maintain effectiveness. Implement temporary soil stabilization measures at regular intervals throughout the defined rainy season to achieve and maintain the contract's disturbed soil area requirements. When the project's Special Provisions require it, temporary soil stabilization will be implemented 20 days prior to the defined rainy season. Stabilize non-active areas within 14 days of cessation of construction activities. Control erosion in concentrated flow paths by applying erosion control blankets, erosion control seeding, and lining swales as required in the Special Provisions. Landscape will be replaced to areas deemed substantially complete by the Engineer during the defined rainy season. At completion of construction, apply permanent erosion control to all remaining disturbed soil areas. TB Penick & Sons, Inc. June 1, 2004 Page 12 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 . Sufficient quantities of temporary soil stabilization materials will be maintained on-site to allow implementation in conformance with Caltrans requirements and described in this SWPPP. This includes implementation requirements for active areas, non-active areas, and areas that require deployment before the onset of rain. Implementation and locations of temporary soil stabilization BMPs are shown on the Water Pollution Control Drawings (WPCD5) in Attachment B and/or described in this section. The BMP Consideration Checklist in Attachment C indicates the BMPs that will be implemented to control erosion on the construction site; these are: SS-1, Scheduling SS-2, Preservation of Existing Vegetation SS-1 Scheduling The construction schedule will be arranged as much as practicable to minimize soil disturbing activities and to leave existing vegetation undisturbed. SS-2 Preservation of Existing Vegetation During construction, employees and subcontractors will be informed on the limits of disturbance within the construction site. It is not anticipated that clearing and grubbing or any disturbance of the existing vegetation will take place during this project. All employees and sub-contractors will be made aware of the limits of the project. Implementation of Soil Stabilization BMPs BMPs will be deployed in a sequence to follow the progress of grading and construction. As the locations of soil disturbance change, erosion and sedimentation controls will be adjusted accordingly to control storm water runoff at the downgrade perimeter and drain inlets. BMPs will be mobilized as follows: Year-round:The water pollution control manager will monitor weather using National Weather Service reports to track conditions and alert crews to the onset of rainfall events. Disturbed areas will be stabilized, as required by Tables 2-2 and 2-3 of the Construction Site Best Management Practices Manual, with temporary soil stabilization or with permanent erosion control as soon as possible after grading or construction is complete. During the rainy season:Disturbed areas will be stabilized with temporary or permanent soil stabilization (erosion control) before rain events. Disturbed areas that are substantially complete will be stabilized with permanent soil stabilization (erosion control) and vegetation (if within seeding window for seed establishment). Prior to forecast storm events, temporary soil stabilization BMPs will be deployed and inspected. During the non-rainy season:The project schedule will sequence construction activities with the installation of both soil stabilization and sediment control measures. The construction schedule will be arranged as much as practicable to leave existing vegetation undisturbed until immediately prior to grading. TB Penick & Sons, Inc. June 1, 2004 Page 13 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 0 500.3.5 Sediment Control Sediment controls are structural measures that are intended to complement and enhance the selected soil stabilization (erosion control) measures. 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 incorporate minimum temporary sediment control requirements, temporary sediment control measures required by the contract documents, and other measures selected by the contractor. The temporary sediment control BMPs selected are adequate to prevent a net increase of sediment in storm water discharge relative to pre-construction levels. Sufficient quantities of temporary sediment control materials 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 Caltrans requirements and as described in this SWPPP. This includes implementation requirements for active areas and non-active areas before the onset of rain. Implementation and locations of temporary sediment control BMPs are shown on the Water Pollution Control Drawings (WPCD5) in Attachment B. The BMP Consideration Checklist in Attachment C indicates all the BMPs that will be implemented to control sediment on the construction site, these are: SC-7, Street Sweeping and Vacuuming SC-b, Storm Drain Inlet Protection . SC-7 Street Sweeping and Vacuuming Street sweeping will be performed routinely throughout the project on a regular schedule as well as whenever noticeable tracking of dirt onto existing streets occurs. SC-10 Storm Drain Inlet (Dl) Protection The purpose of a Storm Drain Inlet (Dl) Protective device is to detain and / or to filter sediment- laden runoff, allowing the sediment to settle and / or to filter out the sediment prior to discharge into storm drainage systems or watercourses. When required by the WPCM, Type 3 protection utilizing filter fabric and gravel bags will be implemented on all Storm Drain Inlets that may be impacted by this project. Implementation of Temporary Sediment Controls. Temporary sediment control BMPs will be deployed according to the schedule shown in SWPPP section 300.4. During the rainy season, temporary sediment controls will be implemented at the draining perimeter of disturbed soil areas, at the toe of slopes, at storm drain inlets and at outfall areas at all times. During the non-rainy season, temporary sediment controls will be implemented at the draining perimeter of disturbed soil areas and at storm drain downstream from disturbed areas before rain events. During the non-rainy season, in the event of a predicted storm, the following temporary sediment control materials will be maintained on-site: silt fence materials, sandbags for linear barriers, fiber rolls. TB Penick & Sons, Inc. June 1, 2004 Page 14 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 0 500.3.6 Tracking Control The following BMPs have been selected to reduce sediment tracking from the construction site onto private or public roads: SC-7, Street Sweeping and Vacuuming Road Cleaning BMPs - Street Sweeping and Vacuuming SC-7 Street Sweeping and Vacuuming Street sweeping will be performed routinely throughout the project on a regular schedule as well as whenever noticeable tracking of dirt onto existing streets occurs. Road sweeping and vacuuming will be occur during soil hauling and as necessary to keep street surfaces clear of soil and debris. Washing of sediment tracked onto streets into storm drains will not occur 500.3.7 Wind Erosion Control The following BMPs have been selected to control dust from the construction site: WE-1, Wind Erosion Control . Dust Control Potable water will be applied to disturbed soil areas of the project site to control dust and maintain optimum moisture levels for compaction. The water will be applied using water trucks. Water applications will be concentrated during the late summer and early fall months. BMP WE-1, Wind Erosion Control, and BMP NS-1, Water Conservation Practices, will be implemented to provide dust control and prevent discharges from dust control activities and water supply equipment. Water application rates will be minimized as necessary to prevent runoff and ponding and water equipment leaks will be repaired immediately. During windy conditions (forecast or actual wind conditions of approximately 25 mph or greater), dust control will be applied to DSAs, including haul roads to adequately control wind erosion. TB Penick & Sons, Inc. June 1, 2004 Page 15 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 0 500.3.8 Non-Storm Water Control An inventory of construction activities and potential non-storm water discharges is provided in Section 5.3.1. The BMP Consideration Checklist in Attachment C and the following list indicates the BMPs that have been selected to control non-storm water pollution on the construction site. Implementation and locations of some non-storm water control BMPs are shown on the Water Pollution Control Drawings (WPCD5) in Attachment B. A narrative description of each BMP follows: NS-1, Water Conservation Practices NS-3, Paving and Grinding Operations NS-6, Illicit Connection/Illegal Discharge Detection and Reporting NS-7, Potable Water/Irrigation NS-8, Vehicle and Equipment Cleaning NS-9, Vehicle and Equipment Fueling NS-10, Vehicle and Equipment Maintenance NS-1 Water Conservation Practices Employees and Sub-contractors will be informed on the requirements of NS-1 in which it states the requirements to recognize and utilize water conservation practices and activities during the construction project in a manner that will avoid causing erosion and / or the transport of pollutant off site. NS-3 Paving and Grinding Operations Employees and Sub-contractors will be informed on the requirements of NS-3, in which it states the procedures that minimize pollution of storm water runoff during paving operations, including new paving and preparation of existing paved surfaces for overlays. All paving equipment will have plastic devices or plywood beneath them, when not in use, to contain drips and leaks. The non-toxic material that will be used to coat the asphalt equipment is soybean oil. Should AC material fall off or is removed from the equipment it will be collected (broom swept) and placed with the Cold Planed grindings for proper disposal. Debris resulting from the construction operations shall become the property of the contractor and shall be disposed of outside the highway right of way in conformance with the provisions in Section 7-1.13. The project will include placement of approximately 261 tons of AC pavement. Paving locations and adjacent storm drain inlets are to be protected per BMP SC-10. Paving operations will generally be conducted in August and September as shown on the project schedule in Section 300.4. BMP NS-3, Paving and Grinding Operations, will be implemented to prevent paving materials from being discharged off-site. Covers will be placed over each inlet adjacent to paving operations. The covers will consist of Filter Fabric placed over, and tucked under, each inlet grate. Following paving operations, the area will be swept, inlet covers will be removed, and the inlets will be inspected for paving materials. TB Penick & Sons, Inc. June 1, 2004 Page 16 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 S NS-6 Illicit Connection I Illegal Discharge Detection and Reporting The Onsite Supervisor will report any instances of illegal discharge or illicit connections to the RE immediately after he learns of them. Employees and Sub-contractors will be informed on the requirements of NS-6 in which it states how to recognize illicit connections or illegally dumped or discharged materials on a construction site and the requirements to report such findings to the Resident Engineer (RE). NS-8, 9, and 10, Vehicle and Equipment Operations: Several types of vehicles and equipment will be kept onsite for use throughout the project, including Backhoe/Loader, Tractor, Small Trucks, Dump trucks, chainsaw, generator, compressor, and traffic control devices. BMP's NS-9 and NS-10 will be employed to prevent discharges of fuel or other vehicle fluids. All paving equipment will have plastic devices or plywood beneath them, when not in use, to contain drips and leaks. Drip pans or absorbent pads will be used for all vehicle fueling and equipment maintenance activities that involve oil, grease, solvents, or vehicle fluids. All vehicle fueling and maintenance will be conducted on level ground at least 15 m from drainage inlets or facilities. NS-8 Vehicle and Equipment Cleaning Employees and Sub-contractors will be informed on the requirements of NS-8 in which it states the requirements to minimize or eliminate the discharge of pollutants from vehicle and equipment cleaning operations to storm drain systems or to watercourses. On-site vehicle and equipment washing will not be allowed; employees and Sub-contractors will be informed that their equipment is to be clean and in good working order prior to bringing them to the job site. Typical Best Management Practice labeled BMP-1 and BMP-3 and detailed within the Attachment Tab of this document will be available for this type of requirement. If there is a need to clean equipment that is larger than the available secondary containment needing it will be transported off site to an appropriate location for this operation. NS-9 Vehicle and Equipment Fueling Employees and Sub-contractors will be informed on the requirements of NS-9 in which it states the requirements to minimize or eliminate the discharge of fuel spills and leaks into storm drain systems or to watercourses. On-site equipment fueling may be un-avoidable on this project. During all equipment fueling Containment Pads, Utility Trays and/or absorbent pads will be used to capture any and all drippings. Typical Best Management Practice labeled BMP-1 and BMP-3 and detailed within the Attachment Tab of this document will be available for this type of requirement. Note that all fuel cans (gas cans) on site will have secondary containment. NS-10 Vehicle and Equipment Maintenance Employees and Sub-contractors will be informed on the requirements of NS-10 in which it states the procedures and practices to minimize or eliminate the discharge of pollutants to the storm drain systems or to watercourses from vehicle and equipment maintenance procedures. On-site vehicle and equipment maintenance will not be allowed; employees and Sub- contractors will be informed that their equipment is to be maintained and in good working order prior to bringing them to the job site. When on-site equipment maintenance is un-avoidable, Containment Pads, Utility Trays and/or absorbent pads will be used for activities that involve oil, grease, solvents, or vehicle fluids. Typical Best Management Practice labeled BMP-1 and BMP-3 are detailed within the Attachment Tab of this document and they will be available for this type of requirement. TB Penick & Sons, Inc. June 1, 2004 Page 17 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 500.3.9 Waste Management and Materials Pollution Control An inventory of construction activities, materials, and wastes is provided in Section 5.3.1. The BMP Consideration Checklist in Attachment C and the following list indicates the BMPs that have been selected to handle materials and control construction site waste. A narrative description of each BMP follows. WM-1, Material Delivery and Storage WM-2, Material Use WM4, Spill Prevention and Control WM-5, Solid Waste Management WM-6, Hazardous Waste Management WM-8, Concrete Waste Management WM-9, Sanitary/Septic Waste Management WM-1, and WM-2 Material Delivery, Storage, and Use In general, BMPs WM-1 and WM-2 will be implemented to help prevent discharges of construction materials during delivery, storage, and use. A sandbag barrier (BMP SC-8) will be provided around any storage areas to prevent run-on from adjacent areas. Two types of storage/containment facilities will be provided within the storage area to minimize storm water contact with construction materials: Water-tight shipping containers will be Used to store hand tools, small parts, and most construction materials that can be carried by hand, such as paint cans, solvents and grease. Very large items, such as light standards, framing materials, and stockpiled lumber, will be stored in the open in the general storage area. Such materials will be elevated with wood blocks to minimize contact with run-on. Aggregate and base materials will also be stockpiled in the general storage area and will be surrounded with additional sediment controls (i.e., SC-8, Sandbag Barrier). Spill clean-up materials, material safety data sheets, a material inventory, and emergency contact numbers will be maintained and stored in the office. WM-4 Spill Prevention and Control BMP WM-4, Spill Prevention and Control, will be implemented to contain and clean-up spills and prevent material discharges to the storm drain system. Spill prevention is also discussed above in Material Delivery, Storage, and below in the following waste management and equipment maintenance sections. I TB Penick & Sons, Inc. June 1, 2004 Page 18 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 0 WM-5 Solid Waste Management BMP WM-5, Solid Waste Management, and BMP WM-6, Hazardous Waste Management will be implemented to minimize storm water contact with waste materials and prevent waste discharges. Solid wastes will be loaded directly into trucks for off- site disposal. When on-site storage is necessary, solid wastes will be stored in watertight dumpsters in the general storage area of the contractors yard. AC and PCC rubble will be Loaded directly onto trucks for off-site disposal. Solid waste, including rubble stockpiles, will be removed and disposed off-site at least weekly. Coast Waste Management will provide solid waste disposal services. Hazardous wastes will be stored in the shipping containers or covered containment area discussed above for materials storage. Hazardous wastes will be appropriate and clearly marked containers and segregated from other non-waste materials. WM-6 Hazardous Waste Management Employees and Sub-contractors will be informed on the requirements of WM-6 in which it states the requirements to minimize or eliminate the discharge of pollutants from construction site hazardous waste to the drainage system or to watercourses. WM-8 Concrete Residuals and Washout Wastes This project includes placement of concrete. No discahrges are anticipated. Estimated pour dates are shown on the project schedule in Section 300.4. Concrete pours will not be conducted during or immediately prior to rainfall events. BMP WM-8, Concrete Waste Management, will be implemented, a concrete washout facility will be constructed and maintianed. All excess concrete and concrete washout slurries will be discharged to the washout facility for drying. BMP maintenance, waste disposal, and BMP removal will be conducted as described in WM-08. Dried-off concrete will be used as fill material if permitted by the City. The project will include saw-cutting in the sidewalk, curb and gutter, cross-gutters and the road. Saw-cutting locations must utilize vacuuming at the source to prevent run-off to storm drain inlets,. Estimated saw-cutting dates are shown on the schedule in Section 300.4. Saw-cutting operations will not be conducted during or immediately prior to rainfall events. Saw-cutting operations are expected to produce about 1.5 m3 of waste slurry consisting of water and fine PCC grit. BMP WM-08, Concrete Waste Management, will be implemented to contain and dispose of saw-cutting slurries. Sandbags will be used to contain the slurry and prevent discharges to the storm drain system. Once contained by the sandbag barrier, the slurry will be vacuumed and discharged to the concrete washout facility described above. Dried and cured concrete wastes will be disposed off- site during concrete washout maintenance activities. TB Penick & Sons, Inc. June 1, 2004 Page 19 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 WM-9 Sanitary and Septic Waste Management 11 Portable toilets will be located and maintained with the approval of the WPCM. Weekly maintenance will be provided by the sanitation sub-contractor and wastes will be removed and disposed offsite. The toilets will be located away from the concentrated flow of traffic. Note, Temporary sanitary facilities shall be located a minimum of 15 m away from drainage facilities, away from watercourses, and away from traffic circulation. 500.4 Water Pollution Control Drawings (WPCDs) The Water Pollution Control Drawings can be found in Attachment B of the SWPPP. 500.5 Construction BMP Maintenance, Inspection and Repair A program for Maintenance, Inspection and Repair of BMPs is shown in Attachment G. 500.6 Post-Construction Storm Water Management 500.6.1 Post-Construction Control Practices The following are the post-construction BMPs that are to be used at this construction site after all construction is complete: Street Sweeping Litter Control 500.6.2 Operation/Maintenance after Project Completion The post-construction BMPs that are described above will be funded and maintained as follows: Short Term Funding: City of Carlsbad Maintenance and Operations Budget Long Term Funding: City of Carlsbad Maintenance and Operations Budget The responsible party for the long-term maintenance of post-construction BMPs is the City of Carlsbad. TB Penick & Sons, Inc. June 1, 2004 Page 20 Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 is 500.7 Training Section 300.5 shows the name of the Contractor's Water Pollution Control Manager (WPCM). This person has received the following training: Mr. Baez is enrolled for training at the time this SWPPP was produced and the SWPPP will be updated to include his certification when the training is completed. The training log showing formal and informal training of various personnel is shown in Attachment I. This SWPPP was prepared by: Robert Ashbaugh, ECE (24 hour formal SWPPP Certified by Global Environmental Network, Inc.) Global Environmental Network, Inc. (Storm Water Pollution Control Trainers authorized and approved by Caltrans) P. 0. Box 8068, Fountain Valley, California 92728 714-479-1199 (Office) 500.8 List of Subcontractors All contractors and subcontractors will be notified of the requirement for storm water management measures during the project. A list of contractors will be maintained and included in the SWPPP. If subcontractors change during the project, the list will be updated accordingly. The subcontractor notification letter and log is included in the SWPPP as Attachment J. 500.9 Other Plans/Permits Attachment N includes copies of other local, state, and federal plans and permits. Following is a list of the plans and permits included in Attachment N: Current version of the State Water Resources Control Board (SWRCB) Order No. 99-08- DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000002, Waste Discharge Requirements (WDRs) for Discharges of Storm Water Runoff Associated with Construction Activity, August 1999. Including Resolution No. 2001-046, "Modification of Water Quality Order 99-08-DWQ State Water Resources Control Board (SWRCB) National Pollutant Discharge Elimination System (BNPDES) General Permit for Storm Water Discharges Associated with Construction Activity (General Permit)", adopted by the SWRCB on April 26, 2001. State Water Resources Control Board (SWRCB) Modification of Water Quality Order 99- 08-DWQ State Water Resources Control Board (SWRCB) National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) to Include Small Construction Activity (One to Five Acres), adopted by the SWRCB on December 2, 2002. TB Penick & Sons, Inc. June 1, 2004 Page 21 -------- Section 600 ( J Storm Water Pollution Prevention Plan (SWPPP) Contract No. 3883-1 Section 600 Monitoring Program and Reports 600.1 Site Inspections The Contractor will inspect the site prior to a forecast storm, after a rain event that causes runoff from the construction site, at 24-hour intervals during extended rain events, and as specified in the project Special Provisions. The results of all inspections and assessments will be documented and copies of the completed inspection checklists will be maintained with the SWPPP. Site inspections conducted for monitoring purposes will be performed using the inspection checklist shown in Attachment H. The name(s) and contact number(s) of the assigned inspection personnel are listed below: Assigned inspector: Victor Baez Contact phone: 858-558-1800 (Office) 619-719-3393 (Cell) 600.2 Discharge Reporting If a discharge occurs or if the project receives a written notice or order from any regulatory agency, the Contractor will immediately notify the Engineer and will file a written report to the Engineer within 7 days of the discharge event, notice, or order. Corrective measures will be implemented immediately following the discharge, notice or order. A sample discharge form is provided in Attachment K. The report to the Engineer will contain the following items: The date, time, location, nature of operation, and type of unauthorized discharge, including the cause or nature of the notice or order; The control measures (BMPs) deployed before the discharge event, or prior to receiving notice or order; The date of deployment and type of control measures (BMPs) deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent re-occurrence; and An implementation and maintenance schedule for any affected BMPs. 600.3 Record Keeping and Reports Records shall be retained for a minimum of three years for the following items: Site inspections Compliance certifications Discharge reports Approved SWPPP document and amendments TB Penick & Sons, Inc. June 1, 2004 Page 1 Attachment - A Vicinity Map Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street I , , 3883-1 Jefferson Street Attachment A ft\Satety Consulting DivisionWorking RFBs\Prjcts Other Than Caltrans\City of Car1sbad388-1_TB Penick'Attachment A.doc Page A-i Attach mint -B er Pollution Control Drawings Storm Water Pollution Prevention Plan (SWPPP)-Attachment B Jefferson Street Contract No 38831 S ATTACHMENT B WATER POLLUTION CONTROL DRAWINGS CONSTRUCTION PLANS FOR JEFFERSON STREET SOUTH SIDEWALK PROJECT S (PROJECT 3883-1) S.. VICINITY MAP LOCATION MAP Lj I I 2 I I I I \. .5.. .5 . ..I .. • I -- JEFFERSON STREET . f"--- --' °. 25 N -H-Fi- lo p PAN STALV -41 EGI (APPROX N= CITY OF CARLSBAD S • CARLSBAD, CALIFORNIA S 1. 0 0.25 0.5 poInts ListofBMP'sUsedinStormWaterPollutionPreventionPlan SS-11 Scheduling SS-2 Preservation of Existing Vegetation SC-7 Street Sweeping and Vacuuming SC-10 Storm Drain Inlet Protection WE-1 Wind Erosion Controls NS-i Water Conservation Practices NS-3 Paving and Grinding Operations NS-6 Illicit Connection I Illegal Discharge Detection and Reporting NS-7 Potable Water/ Irrigation NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance WM-1 Material Delivery and Storage WM-2 Material Use WM4 Spill Prevention and Control WM-5 Solid Waste Management WM-6 Hazardous Waste Management WM-8 Concrete Waste Management WM-9 Sanitary / Septic Waste Management BMP-1 Oil Absorbent Pads BMP-2 Spill Kits BMP-3 Utility Tray LM5 TAMARACK 3915 JUTERSOM 391 JEFFERSONAR VILLAGE -39 3945 EFFERSON 25 JMTERSON 3935 AFFUMM MAP GENTERSTONE MAP 13797 TCity of Carlsbad .B. Penick & Sons Jefferson Street Sidewalks WPCD-1 RDA PROJECT No. 3883-1 — r I 106/01/041 . . I CONSTRUCTION PLANS' ' - ' •' FOR JELFLRSON SIhEI NORJH SIDEWALK PROJECT (PROJECT 3883-1) WITH SDG&E WORK ORDER-NO.'274230 "H H, CITY OF CARLSBAD CARLSBAD, CALIFORNIA VICINITY MAP: ' , ' ' LOCATION MAP EO ' AA s cI AS LJ L c '[ - ______ ______ EOPWV AC W w1, 4 PALAyORMI24" PAU ' 1EOPt[24 PAL AC 8 1T1t' c IL C NC CONIC Co SIGN. R CONIC VAULT VAULT ST LIGHT W11 BRICK FENCE W1 BRICK WALL GRASS CO C /. CK WY CEIKEIWNE IWrAU 10' M 19 muow Say= 7.R lea ONIC PAhvr - jr 8 J ASPHALT ASPHALT Is CONIC CONIC-' CONC CONIC CONC AOL . IR4 CONIC - CONC CURB CONIC CURB _ ERE' 0 TREE JL REM :57ST W7E'LWE SiR/P/NC , , JEFFERSON ELEMENTARY SCHOOL List of BMP's Used in Storm Water Pollution Prevention Plan SS-1 Scheduling SS-2 Preservation' of Existing Vegetation SC-7 Street Sweeping and Vacuuming SC-10 Storm Drain Inlet Protection Wind Erosion Controls NS-1 Water Conservation Practices NS-3 Paving and Grinding Operations - NS-6 Illicit Connection / Illegal Discharge Detection and Reporting NS-7 Potable Water I Irrigation NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance WM-1 Material Delivery and Storage WM-2 Material Use WM-4 Spill Prevention and Control WM-S Solid Waste Management WM-6 Hazardous Waste Management WM-8 Concrete Waste Management WM-9 Sanitary / Septic Waste Management BMP-1 Oil Absorbent Pads BMP-2 Spill Kits BMP-3 Utility Tray City of Carlsbad T.B. Penick & Sons Jefferson Street Sidewalks WPCD-2 RDA PROJECT No. 3883-1 N/A 06/01104 Attachment - C BMP Consideration Checklist ATTACHMENT C BMP CONSIDERATION CHECKLIST 0 S CONSTRUCTION SITE BMPS CONSIDERATION CHECKLIST The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included in the SWPPP shall be checked as "Not Used" with a brief statement describing why it is not being used. All selected BMPs shall be included in the Schedule of Values, except for those items shown on the Qlans and Qaid for as a seEarate item or work TEMPORARY SOIL BMP ' BMP ' MINIMUM ' CHECK IF CHECK CHECK ' IF NOT USED, STATE No. REQUIREMENT CONTRACT IF IF NOT REASON (2) REQUIREMENT USED USED SS-1 Scheduling V V SS-2 Preservation of V Existing Vegetation SS-3 Hydraulic V SS-4 Hydroseeding V V Planting sod (1) SS-5 Soil Binders v Alternate temporary soil stabilizing measures will be implemented as parts of project complete. SS-6 Straw Mulch V Alternate temporary soil stabilizing measures will be implemented as parts of project complete. SS-7 Geotextile, Plastic V Alternate temporary soil Covers, & Erosion stabilizing measures will be Control Blankets/Mats implemented as parts of __________________ _________ __________ project complete SS-8 Wood Mulching V Alternate temporary soil stabilizing measures will be implemented as parts of project complete Temporary Concentrated Flow conveyance Controls SS-9 Earth Dikes/drainage V Not applicable to site Swales & Lined Ditches SS-10 Outlet Protection! V Not applicable to site Velocity Dissipation Devices SS-11 Slope Drains V Not applicable to site (1) The Contractor shall select one of the five measures listed or a combination thereof to achieve and maintain the contract's rainy season disturbed soil area (DSA) requirements. Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be verified by the Contractor or determined by Construction Manager. 0 Storm Water Pollution Prevention Plan (SWPPP)-Attachment C Jefferson Street) Contract No. 38831 CONSTRUCTION SITE BMPS CONSIDERATION CHECKLIST The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included in the SWPPP shall be checked as "Not Used" with a brief statement describing why it is not being used. All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and raid for as a separate item or work TEMPORARY SE III 1I I £CONTROL BMPs BMP BMP ' MINIMUM I CHECK IF ' CHECK IF I CHECK IF I IF NOT USED, STATE No. REQUIREMENT CONTRACT USED NOT REASON (2) REQUIREMENT USED SC-1 Silt Fence V1 Not applicable to site SC-2 Desilting Basin I Not applicable to site SC-3 Sediment Trap I Not applicable to site. SC-4 Check Dam 1' Not applicable to site SC-5 Fiber Rolls I Not applicable to site SC-6 Gravel Bag Berm v Not applicable to site SC-7 Street Sweeping and I Vacuuming SC-8 Sand Bag Barrier I Not applicable to site SC-9 Straw Bale Barrier I Not applicable to site SC-iO Storm Drain Inlet I I I Protection I I WINDIEROSIONtCONTROL BIVIPS& WE-1 Wind Erosion Control I I I I I TRACKING CONTROL BIVIPS TC-i ' Stabilized Construction ' I I Not applicable to site Entrance/ Exit TC-2 Stabilized Construction Not applicable to site Roadway TC-3 Entrance/Outlet Tire Not applicable to site Wash (i) Not all.minimum requirements may be applicable to every project. Applicability to a specific project shall be verified by the Contractor or determined by Construction Manager. 0 Storm Water Pollution Prevention Plan (SWPPP)-Attachment C Jefferson Street) -. - Contract No. 38831 CONSTRUCTION SITE BMPS CONSIDERATION CHECKLIST The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included in the SWPPP shall be checked as "Not Used" with a brief statement describing why it is not being used. All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and paid for as a separate item or work NON-STORM(lER MANAGEMENT1:1 'A I BMP l BMP MINIMUM ' CHECK IF ' CHECK IF ' CHECK IF IF NOT USED, STATE No. REQUIREMENT CONTRACT USED NOT REASON (2) REQUIREMENT USED NS-1 Water Conservation Practices NS-2 Dewatering Operations No dewatering operations I for this project. NS-3 Paving and Grinding Operations NS-4 Temporary Stream No stream crossing Crossing required for this project. NS-5 Clear Water Diversion No diversion required for this project. Illicit Connection/Illegal NS-6 Discharge Detection And Reporting NS-7 Potable Water/Irrigation Vehicle and Equipment Operations NS-8 Vehicle and Equipment 7 Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance (2) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be verified by the Contractor or determined by Construction Manager. r L S Storm Water Pollution Prevention Plan (SWPPP)-Attachment C Jefferson Street) Contract No. 38831 CONSTRUCTION SITE BMPS CONSIDERATION CHECKLIST The Contractor shall consider using all BMPs listed hereon. Those BMPs that are not included in the SWPPP shall be checked as "Not Used" with a brief statement describing why it is not being used. All selected BMPs shall be included in the Schedule of Values, except for those items shown on the plans and paid for as a separate item or work WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs BMP BMP ' MINIMUM ' CHECK IF CHECK IF CHECK IF IF NOT USED, STATE No. REQUIREMENT CONTRACT USED NOT REASON (2) REQUIREMENT USED WM-1 Material Delivery and V V Storage WM-2 Material Use V V WM-3 Asphalt Concrete V Not applicable to project Stockpiles WM-4 Spill Prevention and V V Control WM- 5 Solid Waste V V Management WM- 6 Hazardous Waste V Management WM 7 Contaminated Soil V Not applicable to project - Management WM- 8 Concrete Waste V V Management WM-9 Sanitary/Septic Waste V V Management WM- Liquid Waste V Not applicable to project 10 Management (2) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be verified by the Contractor or determined by Construction Manager. 0- M Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment G BMP Consideration Checklist The contractor shall use the following guidelines for maintenance, inspection, and repair of BMPs identified in the SWPPP/WPCP BEST MANAGEMENT I INSPECTION FREQUENCY-- [ MAINTENANCE/REPAIR PROGRAM PRACTICES (BMPs) (All controls) TEMPORARY SOIL STABILIZATION BMPs Review and update as necessary Inspect protective fencing and repair or SS-1 Scheduling Weekly replace as necessary SS-2 Preservation of Existing Repair or replace damaged vegetation Vegetation Bi-weekly per SS-1 working detail Repair damaged roots or compacted soils in the root zone TEMPORARY SEDIMENT CONTROL BMPs SC-7 Street Sweeping and Inspect site access points daily Vacuuming Daily Sweep tracked sediment Remove, dispose, and replace damaged, deteriorated, or otherwise unsuitable BMPs Replace torn sand bags as required. After a rain event that Remove retained sediments before they causes runoff from the reach 1/3 of the barrier height or 1/2 of the SC-10 Storm Drain Inlet construction site sediment holding capacity Protection U Clean and dispose of accumulated At 24-hour intervals during sediment deposited in sediment traps extended rain events around drainage inlets; re-secure silt fence as needed Remove BMPs when no longer needed, as directed by the Engineer. Repair surfaces damaged by BMP removal WIND EROSION CONTROL BMPs Maintain water trucks and water WE-1 Wind Erosion Control Daily distribution equipment in good order and fix leaks immediately TRACKING CONTROL BMPs SC-7 Street Sweeping and Inspect site access points daily Vacuuming Daily Sweep tracked sediment . 3883-1 Jefferson Street Sidewalk Program Attachment G H:\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments 0 thru Ndoc Page G-1 Storm Wafer Pollution Prevention Plan (SWPPP) - - Jefferson Street The contractor shall use the following guidelines for maintenance, inspection, and repair of BMPs identified in the SWPPP/WPCP BEST MANAGEMENT INSPECTION FREQUENCY PR MAINTENANCE/REPAIR GRAM 0 PRACTICES (BMPs) (All controls) NON-STORM WATER MANAGEMENT BMPs Inspect site during project execution for evidence of illicit discharges or, illegal V •V V dumping. NS-1 Water Conservation.; V Observe site perimeter for evidence or Pactices V V potential of illicitly discharged or illegally V V dumped material which may enter the job NS-3 Paving and Grinding .. , site. Operations V V Notify the Engineer of any illicit Weekly • V V discharges or illegal dumping incidents at NS-6 Illicit Connection/Illegal V the time of discovery. Discharge Detection and Prior to forecast storm V Reporting V VV . Repair broken water lines as soon as V •V After a rain event that possible or as directed by the Resident NS-7 Potable Water! Irrigation V causes runoff from the - Engineer. - NS-8 Vehicle and quipment construction site Remove, dispose and replace damaged, Cleaning - V • deteriorated, or otherwise unsuitable V At 24-hour intervals during BMPs NS-9 Vehicle and Equipment V - V extended rain events Remove vehicles and/or equipment that Fueling • V - leak. NS-10 Vehicle and Equipment V • V . Replace drip pans or absorbent materials V Maintenance • V • as needed. Re-stock spill materials.- Remove BMPs when no longer needed, V as directed by the Engineer. Repair V . V V V V slopes/surfaces damaged by BMP V V V V V • V V - removal Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street The contractor shall use the following guidelines for maintenance, inspection, and repair of BMPs identified in the SWPPP/WPCP BEST MANAGEMENT [ INSPECTION FREQUENCY MAINTENANCE/REPAIR PROGRAM PRACTICES (BMPs) (All controls) I WASTE MANAGEMENT AND MATERIALSPOLLUTION. CONTROL BMPs Keep storage areas clean, well organized, and equipped with ample clean-up supplies as appropriate for the materials stored Repair or replace perimeter controls, WM-1 Material Delivery and containment structures, covers and liners Storage as needed to maintain proper function and protection WM-2 Material Use Weekly Properly remove and dispose WM-4 Spill Prevention and Prior to forecast storm accumulated rainwater from containment Control facilities WM-5 Solid Waste Management After a rain event that Cover any stockpiles with appropriate causes runoff from the mats or covers. WM-6 Hazardous Waste construction site Maintain waste fluid containers in leak Management proof condition. Repair or replace At 24-hour intervals during dumpsters that leak WM-8 Concrete Waste Management extended rain events Remove accumulated debris from concrete washouts. Replace lining and WM-9 Sanitary/Septic Waste sand bags as necessary from Management overflowing. Schedule Refuse Contractor to pick up waste containers weekly. Provide timely service and removal to prevent dumpsters and sanitary facilities . 3883-1 Jefferson Street Sidewalk Program Attachment G H:\Safety Consulting Divsion\Working RFBs\Prjcts Other Than Cattrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments 0 thru N.doc Page G-3 Attachment - H rom Water Quality Const. Site Inspection. Checklist. - S S Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment H Storm Water Quality Construction Site Inspection Checklist GENERAL INFORMATION Project Name 3883-1 - Jefferson Street Contractor T.B. Penick & Sons Inspector's Name Inspector's Title Signature Date of Inspection Inspection Type (Check Applicable) I1 Prior to forecast rain 13 24-hr intervals during extended rain J After a rain event 11 Other Season (Check Applicable) Rainy J Non-Rainy Storm Data Storm Start Date & Time: Storm Duration (hrs): Time elapsed since last storm (Circle Applicable Units) Mm. Hr. Days Approximate Rainfall Amount (mm) PROJECT AREA SUMMARY AND DISTURBED SOIL AREA (DSA) SIZE LIMITS FROM SPECIAL PROVISIONS Total Project Area Hectares Acres Rainy Season DSA Limit Hectares Acres Field Estimate of Active DSAs Hectares Acres . 3883-1 Jefferson Street Attachment H H:\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments G thru N.doc Page H-i (D Storm Water Pollution Prevention Plan (SWPPP) - Jefferson Street OTHER REQUIREMENTS Requirement (es No NIA Corrective Action Preservation of Existing Vegetation Is temporary fencing provided to preserve vegetation in areas where no construction activity is planned? Location: - Location: Location Location: - - Temporary Soil Stabilization Does the applied temporary soil stabilization provide 100% coverage for the required areas? ______________ Are any non-vegetated areas that may require temporary soil stabilization? - Is the area where temporary soil stabilization required free from visible erosion? Location: Location: - .- Location: Location: - - Temporary Linear Sediment Barriers Are temporary linear sediment barriers properly installed in. accordance with the details, functional and maintained? Are temporary linear sediment barriers free of accumulated litter? Is the built-up sediment less than 1/3 the height of the barrier? Are cross barriers installed where necessary and properly '.• spaced? Location: Location: Location: - - - - Location: - - Location: - - - - - Storm Drain Inlet Protection - - Are storm drain inlets internal to the project properly protected.' with either Type 1, 2 or 3 inlet protection? Are storm drain inlet protection devices in working order and being properly maintained? Location: - - - Location: - - - Location: - - - - - - Location: - o.. . 3883-1 Jefferson Street - -- - Attachment H - H:\Safety consulting Oivision\Working RFBs\Prjcts Other Than caltrans\city of casbad_388-1_TB Penick\SWPPP Attachments G thru N.doc Page H-2 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street OTHER REQUIREMENTS : Requirement : (es No NIA Corrective Action Location: Desilting Basins Are basins maintained to provide the required retention/detention? Are basin controls (inlets, outlets, diversions, weirs, spillways, and racks) in working order? Location: Location: Location: Location: Stockpiles Are all locations of temporary stockpiles, including soil, hazardous waste, and construction materials in approved areas? Are stockpiles protected from run-on, run-off from adjacent areas and from winds? Are stockpiles located at least 15 m from concentrated flows, downstream drainage courses and storm drain inlets? Are required covers and/or perimeter controls in place? Location: Location: Location: Location: Concentrated Flows Are concentrated flow paths free of visible erosion? Location: Location: Location: Location: Tracking Control Are points of ingress/egress to public/private roads inspected and swept and vacuumed daily? Are all paved areas free of visible sediment tracking or other particulate matter? Location: Location: Location: Location: Wind Erosion Control . 3883-1 Jefferson Street Attachment H I-l:\Safety Consulting Division\Working RFBs\Prjcts Other Than caltrans\city of casbad_388-1_TB Penick\SWPPP Attachments 0 thru N.doc Page H-3 S Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street OTHER REQUIREMENTS : Requirement es No N/A Corrective Action Is dust control implemented in conformance with Section 10 of the Standard Specifications? Location: Location: Location: Location: - Vehicle & Equipment Fueling, Cleaning, and Maintenance Are vehicle and equipment fueling, cleaning and maintenance 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 15 m away from downstream drainage facilities and watercourses and protected from run-on and runoff? Is wash water contained for infiltration/ evaporation and disposed of outside the highway right of way? 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 and if necessary, repaired? Location: Location: - Location: Location: Waste Management & Materials Pollution Control Are material storage areas and washout areas protected from run-on and runoff, and located at least 15 m from concentrated flows and downstream drainage facilities? Are all 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 in temporary containment facilities? Are bagged and boxed materials stored on pallets? Are hazardous materials and wastes stored in appropriate, labeled containers? Are proper storage, clean-up, and spill-reporting procedures for hazardous materials and wastes posted in open, conspicuous and accessible locations adjacent to storage areas? Are temporary containment facilities free of spills and rainwater? Are temporary containment facilities and bagged/boxed materials covered? ' . 3883-1 Jefferson Street - Attachment H H:\Safety Consulting Division\Working RFB's\Prjcts Other Than Caltrans\city of carlsbad_388-1_TB Penick\SWPPP Attachments G thru Ndoc Page H-4 S - Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street OTHER REQUIREMENTS Requirement 'es No N/A Corrective Acton Are temporary concrete washout facilities designated and being used? - Are temporary concrete washout facilities functional for receiving and containing concrete waste and are concrete residues' prevented from entering the drainage system? Do temporary concrete washout facilities provide sufficient volume and freeboard for planned concrete operations? 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 the site free of litter? - Are trash receptacles provided in the Contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods? - I s litter from work areas within the construction limits of the project site collected and placed in watertight dumpsters? - Are waste management receptacles free of leaks? Are the contents of waste management receptacles properly protected from contact with storm water or from being dislodged by winds? - Are waste management receptacles filled at or beyond capacity? Location: Location: * Location: Location: - - Illicit Connection/Illegal Discharge Detection and Reporting Is there any evidence of illicit discharges or illegal dumping on the project site? If yes, has the Engineer been notified? -V - Location: - - - - Location: - - - -. - Location: Location: Discharge Points Are discharge points and discharge flows free from noticeable pollutants? - V Are discharge points free of any significant erosion or sediment transport? Location: Location: Location 3883-1 Jefferson Street V V V - V Attachment H V H:\Safety consulting Division\Working RFBs\Pricts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachnents 0 thru N.doc V - Page H-5 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street OTHER REQUIREMENTS Requirement :- ' res No. N/A' Corrective Action Location: WPCPISWPPP Update Does the WPCP/SWPPP, Project Schedule/Water Pollution Control Schedule and WPCDs adequately reflect the current site conditions and contractor operations? Are all BMPs shown on the WPCDs installed in the proper location(s) and according to the details for the plan? Location: Location: Location: Location: General Are there any other potential water pollution control concerns at the site? Location: Location: Location: Location: . 3883-1 Jefferson Street Attachment H H:\Safety consulting DivisionWorking RFBs\Pricts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments C thru N.doc Page H-6 Attachment - I Trained Contractor ersonneI Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street 0 Attachment I Storm Water Management Training Log Project Name: 3883-1 Jefferson Street Storm Water Management Topic: (check as appropriate) U Temporary Soil Stabilization U Temporary Sediment Control U Wind Erosion Control U Tracking Control Ll Non-storm water LJ Waste Management and Materials Pollution management Control Specific Training Objective: Location: Date: . Instructor: Telephone: Attendee Roster (attach additional forms if necessary) Name Company Phone Victor Baez T.B. Penick & Sons, Inc. 858-558-1800 COMMENTS: 3883-1 Jefferson Street Attachment I H:\Safety consulting Division\Working RFB's\Prjcts Other Than Caltrans\City of Carlsbad_388-1TB Penick\SWPPP Attachments G thru N.doc Page I-i G) Attachment - J Subcontractor Notification Letter .&Log Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street MAILED Attachment J (Z124 b Subcontractor Notification Letter and Notification Log Frank and Sons Paving, Inc. 1019 Third Ave Chula Vista, CA 91911 Dear Sir/Madam, Please be advised that the California State Water Resources Control Board has adopted the NPDES Statewide Storm Water Permit (Permit) to the State of California, CA S0108758, Order No. 2001-01. The goal of the permit is prevention of discharge of pollutants associated with construction activity from entering the storm drain system, ground and surface waters. The City of Carlsbad has developed a Storm Water Pollution Prevention Plan (SWPPP) in order to implement the requirements of the Permits. As a subcontractor, you are required to comply with the SWPPP and the Permits for any work that you perform on site. Any person or group who violates any condition of the Permits may be subject to substantial penalties in accordance with state and federal law. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP and the Permits. A copy of the Permits and the SWPPP are available for your review at the construction office. Please contact me if you have further questions. Sincerely, Water ollution Control Manager T.B. Penick & Sons, Inc. 3883-1 Jefferson Street Attachment J S U:\CraigC\Projcct Notebooks\Corrcspondence\to Subconuactora\1892-3 SWPPP Letter Frank & Sons.doc Page J-1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment J Subcontractor Notification Letter and Notification Log Payco Specialties 120 North Second Ave Chula Vista, CA 91910 Dear Sir/Madam, Please be advised that the California State Water Resources Control Board has adopted the NPDES Statewide Storm Water Permit (Permit) to the State of California, CA S0108758, Order No. 2001-01. The goal of the permit is prevention of discharge of pollutants associated with construction activity from entering the storm drain system, ground and surface waters. The City of Carlsbad has developed a Storm Water Pollution Prevention Plan (SWPPP) in order to implement the requirements of the Permits'. As a subcontractor, you are required to comply with the SWPPP and the Permits for any work that you perform on site. Any person or group who violates any condition of the Permits may be subject to substantial penalties in accordance with state and federal law. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP and the Permits. A copy of the Permits and the SWPPP are available for your review at the construction office. Please contact me if you have further questions. Sincerely, . '~76- Water Pollution Control Manager T.B. Penick & Sons, Inc. 3883-1 Jefferson Street Attachment I U:\CraigC\Project Notebooks\Corrcspondence\to 5ubcontractors\I 892-3 SWPPP Letter Payco.doc ' Page J- 1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment J Subcontractor Notification Letter and Notification Log Ace Electric P0 Box 601071 San Diego, CA 92160 Dear Sir/Madam, Please be advised that the California State Water Resources Control Board has adopted the NPDES Statewide Storm Water Permit (Permit) to the State of California, CA S0108758, Order No. 2001 -01. The goal of the permit is prevention of discharge of pollutants associated with construction activity from entering the storm drain system, ground and surface waters. The City of Carlsbad has developed a Storm Water Pollution Prevention Plan (SWPPP) in order to implement the requirements of the Permits. As a subcontractor, you are required to comply with the SWPPP and the Permits for any work that you perform on site. Any person or group who violates any condition of the Permits may be subject to substantial penalties in accordance with state and federal law. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP and the Permits. A copy of the Permits and the SWPPP are available for your review at the construction office. Please contact me if you have further questions. Sincerely, N Water Pollution Control Manager T.B. Penick & Sons, Inc. 3883-1 Jefferson Street Attachment J U:\CragCProject Notebooks\Correspondence\to Subcontractors\I892-3 SWPPP Letter Ace.doc Page J- 1 w Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment J IbLl Subcontractor Notification Letter and Notification Log Motta Concrete 429 Daisy Lane, Ste #B San Marcos, CA 92069 Dear Sir/Madam, Please be advised that the California State Water Resources Control Board has adopted the NPDES Statewide Storm Water Permit'(Permit) to the State of California, CA S0108758, Order No. 2001-01. The goal of the permit is prevention of discharge of pollutants associated with construction activity from entering the storm drain system, ground and surface waters. The City of Carlsbad has developed a Storm Water Pollution Prevention Plan (SWPPP) in order to implement the requirements of the Permits. As a subcontractor, you are required to comply with the SWPPP and the Permits for any work that you perform on site. Any person or group who violates any condition of the Permits may be subject to substantial penalties in accordance with state and federal law. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP and the Permits. A copy of the Permits and the SWPPP are available for your review at the construction office. Please contact me if you have further questions. Sincerely, Water Pollution Control Manager TB. Penick & Sons, Inc. 3883-1 Jefferson Street Attachment J U:\CraigC\Projcct Notcbooks\Corrcspondence\to Subcontractors\1892-3 SWPPP Letter Motta.doc Page 3-1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street S 0 Attachment J Subcontractor Notification Letter and Notification Log Guida Surveying 600 S. Andreason Drive, Ste E Escondido, CA 92029 Dear Sir/Madam, Please be advised that the California State Water Resources Control Board has adopted the NPDES Statewide Storm Water Permit (Permit) to the State of California, CA S0108758, Order No. 2001-01. The goal of the permit is prevention of discharge of pollutants associated with construction activity from entering the storm drain system, ground and surface waters. The City of Carlsbad has developed a Storm Water Pollution Prevention Plan (SWPPP) in order to implement the requirements of the Permits. As a subcontractor, you are required to comply with the SWPPP and the Permits for any work that you perform on site. Any person or group who violates any condition of the Permits may be subject to substantial penalties in accordance with state and federal law. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP and the Permits. A copy of the Permits and the SWPPP are available for your review at the construction office. Please contact me if you have further questions. Sincerely, Water Pollution Control Manager T.B. Penick & Sons, Inc. 3883-1 Jefferson Street Attachment J U:\CraigC\Projcct Notebooks\Correspcndence\to Subcontractors\IS92-3 SWPPP Letter Guida.doc Page J- 1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street 0 SUBCONTRACTOR NOTIFICATION LOG Project Name: 3883-1 Jefferson Street SUBCONTRACTOR COMPANY NAME CONTACT NAME ADDRESS PHONE NUMBER PAGER/ FIELD PHONE DATE NOTIFICATION LETTER SENT TYPE OF WORK Frank and Sons George 1019 Third Ave (619) 422- 6/2/04 AC Paving Munoz Chula Vista, CA 8322 91911 Motta Concrete Michelle 429 Daisy Lane, Ste (760) 736- 6/2/04 Site Motta B 8544 concrete San Marcos, CA 92069 Ace Electric Jeff Vannoy P0 Box 601071 (619) 521- 6/2/04 Electric San Diego, CA 9740 92160 Payco Specilaties Bill Taylor 120 North Second (619) 422- 6/2/04 Signage Ave - Chula Vista, CA 9204 and striping 91910 Guida Surveying Richard. Allen 600 S. Andreason Dr. Ste E (760) 740- 0680 6/2/04 Surveying Escondido, CA 92029 3883-1 Jefferson Street Attachment J U:\CraigC\Project Notebooks\Correspondence\to SubcontractorA1892-3 SWPPP Notification Log.doc Page J-1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street USE ADDITIONAL PAGES AS NECESSARY 3883-1 Jefferson Street Attachment J U:\CraigC\Project Notebooks\Correspondence\to Suhcontractors\1892-3 SWPPP Notification Log.doc Page J-2 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street 0 Attachment J Subcontractor Notification Letter (Sample) and Notification Log Contractor Contractor Address Dear Sir/Madam, Please be advised that the California State Water Resources Control Board has adopted the NPDES Statewide Storm Water Permit (Permit) to the State of California, CA S0108758, Order No. 2001-01. The goal of the permit is prevention of discharge of pollutants associated with construction activity from entering the storm drain system, ground and surface waters. The City of Carlsbad has developed a Storm Water Pollution Prevention Plan (SWPPP) in order to implement the requirements of the Permits. As a subcontractor, you are required to comply with the SWPPP and the Permits for any work that you perform on site. Any person or group who violates any condition of the Permits may be subject to substantial penalties in accordance . with state and federal law. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP and the Permits. A copy of the Permits and the SWPPP are available for your review at the construction office. Please contact me if you have further questions. Sincerely, Water Pollution Control Manager . 3883-1 Jefferson Street Attachment J H:\Safety Consulting DivisionWorking RFBs\Prjcts Other Than Calti-ans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments G thru N.doc Page J-1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street SUBCONTRACTOR NOTIFICATION LOG Project Name: 3883-1 Jefferson Street SUBCONTRACTOR COMPANY NAME CONTACT, NAME R ADDRESS PHONE NUMBER PAGER/ HELD PHONE DATE NOTIFICATION LETTER SENT TYPE OF WORK USE ADDITIONAL PAGES AS NECESSARY . 3883-1 Jefferson Street Attachment J H:\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad388-1_TB Penick\SWPPP Attachments G thru N.doc Page J-2 w Ll Attachment K Notice of Discharge Written Notice. or Order . Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment K Notice of Discharge, Written Notice, or Order To: Sherri Howard, Public Works Construction Inspector Date: Insert Date Subject: Notice of Discharge Project Name: 3883-1 Jefferson Street In accordance with the City of Carlsbad NPDES Statewide Permit for Storm Water Discharges Associated with Construction Activity, the following instance of discharge is noted: Date, time, and location of discharge Insert description and date of event Nature of the operation that caused the discharge insert description of operation Initial assessment of any impact cause by the discharge insert assessment Existing BMP(s) in place prior to discharge event list BMPs in place Date of deployment and type of BMPs deployed after the discharge. BMPs deployed after the discharge (with dates) Steps taken or planned to reduce, eliminate and/or prevent recurrence of the discharge insert steps taken to prevent recurrence Implementation and maintenance schedule for any affected BMPs insert implementation and maintenance schedule If further information or a modification to the above schedule is required, notify. the contact person below. Name of Contact Person Title Company Telephone Number Signature Date . 3883-1 Jefferson Street Attachment K H:\Safety Consutting Oivision\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1TB Penick\SWPPP Attachments C thru N.doc Page K-i Attachment - L SWPPP-Checklist Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment L Storm Water Pollution Prevention Plan (SWPPP) and Monitoring Program Checklist CONSTRUCTION PROJECT: 3883-1 Jefferson Street CONTRACTOR: T.B. Penick & Sons, Inc. CHECK IF ADDRESSED N/A IF NOT APPLICABLE SWPPP Section ITEM COMMENTS 100 SWPPP Certification and Approval N/A 100.1 NOl / 100.2 Related Permit Conditions / 200 SWPPP Amendments / 200.1 Amendment Certification and Approval 1 200.2 Amendment number and date entered into SWPPP - Amendment Log / 300 Introduction/Project Description '7 300.1 Project Description and Location (narrative) '7 300.2 Unique Site Features (narrative) 300.4 Project Schedule/Water Pollution Control Schedule (narrative or graphical) / 300.5 Contact Information / 400 References '7 500 Body of SWPPP / 500.1 Objectives '7 500.2 Vicinity Map (narrative or graphic) '1' 500.2 Site perimeter '7 500.2 Geographic Features '7 500.2 General topography / 500.3 Introduction & Project Description '7 500.4 Water Pollution Control Drawings (WPCD5) (graphic or narrative Site perimeter '7 500.4 Existing and proposed buildings, lots, and roadways / 500.4 Storm water collection and discharge points / 500.4 General topography before and after construction . 3883-1 Jefferson Street Attachment L H:\5afety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments C thru N.doc Page L-1 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street CHECK IF ADDRESSED SWPPP ITEM COMMENTS N/A IF NOT Section APPLICABLE 1' 500.4 Anticipated discharge location(s) V 500.4 Drainage patterns including the entire relevant drainage areas V 500.4 Temporary on-site drainage(s) V 500.3 Pollutant Source and BMP Identification or indicate on site map) V Drainage V 500.4 Drainage patterns after major grading V 500.4 Slopes after major grading '7 Attach. E Calculations for storm water run-on 500.4 BMPs that divert off-site drainage from passing through site V 500.4 Storm Water Inlets '7 500.4 Drainage patterns to storm water inlets or receiving water '7 500.4 BMPs that protect storm water inlets or receiving water Site History (narrative; if possible, indicate V location(s) on the Water Pollution Control Drawings) Nature of fill material and data describing the V 500.3.3 soil. Description of toxic materials treated, stored, disposed, spilled or leaked on site 500.3.8 & BMPs that minimize contact of contaminants 500.3.9 with storm water V Location of Areas Designated for: 500.3.8 & Vehicle storage & service 500.4 500.3.8 & Equipment storage, cleaning, maintenance 500.4 500.3.9 & Soil or waste storage 500.4 500.3.9 & Construction material loading, unloading, 500.4 storage and access 500.3.8 & Areas outside of Owners right-of-way (yards, 500.3.9 borrow areas, etc.) V BMP Locations or Descriptions for: 500.3.9 & Waste handling and disposal areas 500.4 500.3.9 & On-site storage and disposal of construction 500.4 materials and waste 500.3.8, Minimum exposure of storm water to V 500.3.9 & construction materials, equipment, vehicles, 500.4 waste V 500.6 Post Construction BMPs 500.6.1 Listing or Description of Post-construction BMPs . 3883-1 Jefferson Street Attachment L Fi:\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments G thru N.doc Page L-2 Q S Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street CHECK IF ADDRESSED SWPPP ITEM COMMENTS N/A IF NOT Section APPLICABLE V 500.4 Location of post-construction BMPs V 500.6.2 Parties responsible for long-term maintenance V Additional Information V 500• 3 1 Description of other pollutant sources and BMPs V 500.3.2 Pre-construction control practices V 500 3 1 • Inventory of materials and activities that may pollute storm water V 500.3.8 & BMPs to reduce/eliminate potential pollutants 500.3.9 listed in the inventory N/A 300.4 Runoff coefficient (before & after) N/A 300.4 Percent impervious (before & after) V Attach. F Copy of the NOC V 300.3 Construction activity schedule V 300.5 Contact information V 500.4 .1 SOIL STABILIZATION (EROSION CONTROL) V The SWPPP shall include: V 500.4 Areas of vegetation on site V 500.4 Areas of soil disturbance that will be stabilized during rainy season V 500.4 Areas of soil disturbance which will be exposed during any part of the rainy season V 300.4 Implementation schedule for erosion control V 500.3.4 BMPs for erosion control V 500.3.7 BMPs to control wind erosion V 500.3.5 SEDIMENT CONTROL V 500.3.5 & Description/Illustration of BMPs to prevent 500.4 increase of sediment load in discharge V 300.4, Implementation schedule for sediment control 500.3.5 measures V 500.3.6 BMPs to control sediment tracking V 500.3.8 & NON-STORM WATER MANAGEMENT 500.3.9 V 500.3.8 & Description of non-storm water discharges to 500.3.9 receiving waters V 500.3.8 & Locations of discharges 500.3.9 V & Description of BMPs 500.3.9 V 300.5 Name and phone number of person responsible for non-storm water management V 500.6 J POST-CONSTRUCTION 3883-1 Jefferson Street Attachment L H:\Safety Consulting Oivision\Working RFBs\Prjcts Other Than Cattrans\City of Cartsbad_388-1_TB PenickSWPPP Attachments G thru N.doc Page L-3 Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street CHECK IF ADDRESSED SWPPP ITEM COMMENTS N/A IF NOT Section APPLICABLE '1' 500.6.1 Description of post-constructiOn BMPs Operation/Maintenance of BMPs after project V 500.6.2 completion (including short-term funding, long-term funding and responsible party) V 500.5 MAINTENANCE, INSPECTIONS, AND REPAIR V 300.5, Name and phone number of person(s) 600.1 responsible for inspections Complete inspection checklist: date, weather, 600.1, inadequate BMPs, visual observations of Attach. H BMPs, corrective action, inspector's name, title, signature OTHER REQUIREMENTS V 500.7 Documentation of all training V 500.8 List of Contractors/Subcontractors Section B: Monitorina and Renortina CHECK IF ADDRESSED SWPPP ITEM COMMENTS N/A IF NOT Section APPLICABLE 1' 600.1 Description of Site Inspection Plans V 100.3 Compliance certification (annually 7/1) V 600.2 Discharge reporting Keep records of all inspections, compliance V 600.3 certifications, and noncompliance reports on site for a period of at least three years SECTION C: STANDARD PROVISIONS FOR CONSTRUCTION ACTIVITIES CHECK IF ADDRESSED ITEM COMMENTS N/A IF NOT APPLICABLE 100.1 Signed SWPPP Certification C.9, 10 . 3883-1 Jefferson Street Attachment L ft\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments G thru N.doc Page L-4 S S S Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street NPDES PERMIT No. CAS0108758 REQUIREMENTS CHECK IF ADDRES SED ITEM COMMENTS N/A IF NOT APPLICABLE 500.3 & SWPPP references and/or includes H 1 b 500.4 permanent and temporary BMPs 1 100-600 SWPPP contains all elements required in the H 2 b State General Permit. CAS000002 1 100.1 & SWPPP limits application, generation, & H.6 Attach. F migration of toxic substances 500.3.4 & Implementation of adequate Erosion and H.7 500.3.5 Sediment Controls after construction Attach. F Copy of the Notification of Construction (NOC) H.8.a SWPPP contains BMPs for mobile operations (material production or recycling operations) including AC recycling, PCC Recycling, 1 500.3.8 Concrete Mixing, Crushing, & storage of H.8.b materials that are established by the contractor on the construction site or on other property specifically arranged for by Caltrans. SWPPP applies to all areas that are directly related to construction including but not limited N/A 500.4 to staging & storage yards, material borrow H.8.b areas, or access roads whether or not they reside in CT RM. The SWPPP contains RWQCB WDR MM I WI 500. 3 . 8 requirements for projects that reuse Aerially H.9 Deposited Lead. (Applicable only for projects that reuse ADL soils.) S 3883-1 Jefferson Street Attachment L ftSafety Consulting Division\Working RFBsPrjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments 0 thru N.doc Page L-5 Attachment -M Annual Certication of Compliance Form Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street S Attachment M Annual Certification of Compliance for the Construction Contractor Project Name: Contractor Company Name: Contractor Address: Construction Start Date: Description of Work 3883-1 Jefferson Street T.B. Penick & Sons, Inc 9747 Olson Drive, San Diego, CA 92121-2802 Completion Date: Road Construction Work Now in Progress: 0 Work Planned for Next 12 Months Road construction "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Contractor Signature: Date: S 3883-1 Jefferson Street Attachment N H:\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad _388-1_TB Penick\SWPPP Attachments C thru N.doc Page N-i Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street S Approval by the City for the Annual Certification of Compliance Findings I, and/or personnel acting under my direction and supervision, have inspected the project site and the work described above and find as follows: DYES U NO Storm water pollution control measures are being implemented in accordance with the SWPPP approved for the project. DYES U NO The project site and activities thereon are in compliance with the Caltrans Statewide NPDES Permit No. CAS0108758, and local NPDES permits, which ever is applicable. When both I and 2 above are checked "yes", the resident engineer must complete the annual certification below. If either I or 2 above are checked "no", the resident engineer must: File a notice of non-compliance within 30 days of identification of the noncompliance; in Document follow up actions below; • Notify the contractor; and Initiate corrective actions in accordance with the contract. City Follow up Actions: / certif.' under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate, and complete. / am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. CERTIFICATION BY CITY Engineer's Name and Signature Date . 3883-1 Jefferson Street Attachment N H:\Safety Consulting Division\Working RFBs\Prjcts Other Than Caltrans\City of Carlsbad_388-1_TB Penick\SWPPP Attachments G thru N.doc Page N-i - Attachment- N Other Plans/Permts Storm Water Pollution Prevention Plan (SWPPP) Jefferson Street Attachment N Other Plans/Permits 0, . 3883-1 Jefferson Street Attachment N H:tSafety Consulting Oivision\Working RFBs\Prjcts Other Than Caltcans\City of Carlsbad_388-1_TB PenickSWPPP Attachments C thru N.doc Page N-i State Water Resources Control Board (a Arnold Schwarzengger Governor y Tamminen :cretaPy for nvironmental Protection Division of Water Quality 1001 I Street S Sacramento, California 95814• (916) 341-5537 Mailing Address: P.O. Box 1977• Sacramento, California 95812-1977 FAX (916)341-5543• Internet Address: http://www.swrcb.ca.gov To: CONSTRUCTION STORM WATER DISCHARGER SUBJECT: CHECKLIST FOR SUBMITTING A NOTICE OF INTENT In order for the State Water Resources Control Board to expeditiously process your Notice of Intent (NOT), the following items must be submitted to either of the addresses indicated below: I. NOI (please keep a copy for your files) with all applicable sections completed and original signature of the landowner or signatory agent; Check made out to the "State Water Resources Control Board" Fee is ($200 + $20/acre) plus 18.5% surcharge. See reverse for listing of fees by acre. Site Map of the facility (see NOT instructions). DO NOT SEND BLUEPRINTS U.S. Postal Service Address Overnight Mailing Address State Water Resources Control Board State Water Resources Control Board Division of Water Quality . Division Of Water Quality Attn: Storm Water Section Attn: Storm Water, 15th Floor P.O. Box 1977 1001 I Street Sacramento, CA 95812-1977 . Sacramento, CA 95814 NOIs are processed in the order they are received. A NOI receipt letter will be mailed to the land owner within approximately two weeks. Incomplete NOI submittals will be returned to the landowner's address within the same timeframe and will specify the reason(s) for return. If you need a receipt letter by a specific date (for example, to provide to a local agency), we advise that you submit your NOI thirty (30) days prior to the date the receipt letter is needed. Please do not call us to verify your NO! status. A copy of your NOI receipt letter will be available on our web page within twenty-four (24) hours of processing. Go to: htt2://esmr.swrcb.ca.gov:7778/dwg/ConRecejptLetter.as to. retrieve an electronic copy of your NOT receipt letter. If you have any questions regarding this matter, please contact us at (916) 341-5537. 9 4 Acres Fee '18.5% Surcharge Total Fee Acres Fee 18.5% Surcharge Total Fee 0 $200.00 $37 $237 51 $1,220.00 $226 $1,446 1 $220.00 $41 $261 52 $1,240.00 $229 $1,469 2 $240.00 $44 $284 53 $1,260.00 $233 $1,493 3 $260.00 $48 $308 54 $1,280.00 . $237 $1,517 4 , $280.00 $52 $332 55 $1,300.00 $241 $1,541 5 $300.00 $56 $356 56 '$1,320.00 $244 $1,564 6 $320.00 $59 $379 57 $1,340.00 $248 $1,588 7 $340.00 $63 $403 58 $1,360.00 ' ''$252 ' $1,612 8 . $360.00 $67 $427 59 $1,380.00 $255 $1,635 9 $380.00 $70 $450 60 $1,400.00 $259 $1,659 10 ' $400.00 $74 $474 ' 61 $1,420.00 $263 $1,683 11 $420.00 $78 ' $498 , 62 $1,440.00 $266 $1,706 12 $440.00 $81 $521 63 $1,460.00 $270 $1,730 13 '$460.00 $85 $545 , 64 $1,480.00 '- $274 $1,754 14 $480.00 $89 $569 65 $1,500.00 $278 $1,778 15 $500.00 ' $93 $593 66 $1,520.00 $281 $1,801 16 $520.00 $96 , $616 67 $1,540.00 $285 $1,825 17 $540.00 , $100 ' $640 68 $1,560.00 $289 $1,849 18 $560.00 $104 $664 69 $1,580.00 $292 $1,872 19 $580.00 $107 $687 70 $1,600.00 $296 $1,896 20 $600.00 $111 $711' 71 $1,620.00 , $300 $1,920 21 $620.00 $115 $735 72 $1,640.00 $303 $1,943 22 $640.00 ' $118 $758 73 $1,660.00 $307 $1,967 23 $660.00 ' $122 $782 74 $1,680.00 $311 ' $1,991 24 $680.00 $126 $806 ' ' 75 , $1,700.00 $315 $2,015 25 $700.00 $130 ' $830 76 $1,720.00 $318 $2,038 26 $720.00 $133 , $853 77 $1,740.00 ' $322 $2,062 27 $740.00 ' $137 $877 78 $1,760.00 $326 $2,086 28 $760.00 $141 ' $901 ' 79 $1,780.00 ' $329 $2,109 29 $780.00 $144 $924. 80 $1,800.00 $33.3 ' $2,133 30 $800.00 $148 ' $948 81 $1,820.00 $337 ' $2,157 31 $820.00 , $152 $972 82 $1,840.00 $340 . $2,180 32 $840.00 $155' $995 83 $1,860.00 $344 $2,204 33 $860.00 $159 , $1,019 84 $1,880.00 $348 $2,228 34 $880.00 / $163 $1,043 85 $1,900.00 $352 $2,252 35 $900.00 $167 $1,067 86 $1,920.00 , $355 $2,275 36 $920.00 $170 '.$1,090 87 $1,940.00 $359 $2,299 37 $940.00 $174 $1,114 , 88 $1,960.00 $363 $2,323 38 $960.00 ' $178 '$1,138 89 $1,980.00 . $366 $2,346 39 $980.00 $181 $1,161 90 $2,000.00 $370 $2,370 40 $1,000.00 ' $185 $1,185 91 $2,020.00 $374 $2,394 41 $1,020.00 $189 $1,209 92 $2,040.00 $377 $2,417 42 $1,040:00 $192 $1,232 93 $2,060.00 $381 $2,441 43 $1,060.00 $196 $1,256 94 $2,080.00 $385 $2,465 44 $1,080.00 $200 ' $1,280 , 95 $2,100.00 $389 $2,489, 45 $1,100.00 $204 $1,304 96 $2,120.00 $392 $2,512 46 $1,120.00 $207 , $1,327 97 $2,140.00 $396 $2,536 47 $1,140.00 $211 $1,351 98 $2,160.00 $400 $2,560 48 $1,160.00 $215 $1,375 , 99 $2,180.00 $403 $2,583 49 $1,180.00 $218 $1,398 >100 $2,200.00 $407 $2,607 50 $1,200.00 $222 ' $1,422 o FACT SHEET FOR WATER QUALITY ORDER 99.08-DWQ STATE WATER RESOURCES CONTROL BOARD (SWRCB) 901 P STREET, SACRAMENTO, CALIFORNIA 95814 NATIONAL 'POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (GENERAL PERMIT) BACKGROUND In 1972, the Federal Water Pollution Control Act (also referred to as the Clean Water Act [CWA]) was amended to provide that the discharge of pollutants to waters of the United States from any point source is unlawful unless the discharge is in compliance with an NPDES permit The 1987 amendments to the CWA added Section 402(p) which establishes a framework for regulating municipal and industrial storm water discharges under the NPDES Program. On November 16, 1990, the U.S. Environmental Protection Agency (USEPA) published final regulations that establish storm water permit application requirements for specified categories of industries. The regulations provide that discharges of storm water to waters of the United States from construction projects that encompass five (5) or more acres of soil disturbance are effectively prohibited unless the discharge is in compliance with an NPDES Permit. Regulations (Phase II Rule) that became final on December 8, 1999, expand the existing NPDES program to address storm water discharges from construction sites that disturb land equal to or greater than one (1) acre and less than five (5) acres (small construction activity). The regulations require that small construction activity, other than those regulated under an individual or Regional Water Quality Control Board General Permit, must be permitted no later than March 10, 2003. While federal regulations allow two permitting options for storm water discharges (individual permits and General Permits), the ,SWRCB has elected to adopt only one statewide General Permit at this time that will apply to all storm water discharges associated with construction activit', except from those on Tribal Lands, in the Lake Tahoe Hydrologic Unit, and those performed by the California Department of Transportation (Caltrans). Construction on Tribal Lands is regulated by an USEPA permit, the Lahontan Regional Water Control Board adopted a separate NPDES permit for the Lake Tahoe Hydrologic Unit, and the SWRCB adopted a separate NPDES permit for Caltrans projects. This General Permit requires all dischargers where construction activity disturbs one acre or more, to: Develop and implement a Storm Water Pollution Prevention Plan (SWPPP) which specifies Best Management Practices (BMPs) that will prevent all construction pollutants from contacting storm water and with the intent of keeping all products of erosion from moving off site into receiving waters. Eliminate or reduce nonstorm water discharges to storm sewer systems and other waters of the nation. Perform inspections of all BMPs This General Permit shall be implemented and enforced by the nine California Regional Water Quality Control Boards (RWQCBs). The General Permit accompanying this fact sheet regulates storm water runoff from construction sites. Regulating many storm water discharges under one per will greatly reduce the otherwise overwhelming administrative burden associated with permitting individual storm water discharges. Dischargers shall submit a Notice of Intent (NOI) to obtain coverage under this General Permit. It is expected that as the storm water program develops, the RWQCBs may issue General Permits or individual permits containing more specific permit provisions. When this occurs, those dischargers will no longer be regulated by this General Permit. On August 19, 1999, the State Water Resources Control Board (SWRCB) reissued the General Construction Storm Water Permit (Water Quality Order 99-08-DWQ referred to as "General Permit"). The San Francisco BayKeeper, Santa Monica BayKeeper, San Diego BayKeeper, and Orange Coast Keeper filed a petition for writ of mandate challenging the General Permit in the Superior Court, County of Sacramento. The Court issued a judgment and writ of mandate on September 15, 2000. The Court directed the SWRCB to modify the provisions of the General Permit to require permittees to implement specific sampling and analytical procedures to determine whether Best Management Practices (BMPs) implemented on a construction site are: '(1) preventing further impairment by sediment in storm waters discharged directly into waters listed as impaired for sediment or silt, and (2 ) preventing other pollutants, that are known or should be known by permittees to occur on construction sites and that are not visually detectable in storm water discharges, from causing or contributing to exceedances of water quality objectives. The monitoring provisions in the General Permit have been modified pursuant to the court order. TYPES OF CONSTRUCTION ACTIVITY COVERED BY THIS GENERAL PERMIT Construction activity subject to this General Permit includes clearing, grading, disturbances to the ground such as stockpiling, or excavation that results in soil disturbances of at least one acre of total land area. Construction activity that results in soil disturbances of less than one acre is subject to this General Permit if the construction activity is part of a larger common plan of development that encompasses one or more acres of soil disturbance or if there is significant water quality impairment resulting from the activity. Construction activity does not include routine maintenance to maintain original line and grade, hydraulic capacity, or original purpose of the facility, nor does it include emergency construction activities required to protect public 2 health and safety. Dischargers should confirm with the local RWQCB whether or not a particular routine maintenance activity is subject to this General Permit. A construction project which includes a dredge and/or fill discharge to any jurisdictional surface water (e.g., wetland, channel, pond, or marine water) will also need a CWA Section 404 permit from the U.S. Army Corps of Engineers and a CWA Section 401 Water Quality Certification from the RWQCB/SWRCB. Storm water discharges from dredge spoil placement which occurs outside of Corps jurisdiction (upland sites) and are part of construction activity which disturbs one or more acres of land are covered by this general permit. Proponents of construction projects which disturb one or more acres of land within the jurisdictional boundaries of a CWA Section 404 permit should contact the local RWQCB to determine the applicability of this permit to the project. NOTIFICATION REQUIREMENTS It is the responsibility of the landowner to obtain coverage under this General Permit prior to commencement of construction activities. To obtain coverage, the landowner must file an NOI with a vicinity map and the appropriate fee with the SWRCB. In addition, coverage under this permit shall not occur until the applicant develops an adequate SWPPP for the project. Section A of the General Permit outlines the required contents of a SWPPP. For proposed construction activity on easements or on nearby property by agreement or permission, the entity responsible for the construction activity shall file an NOI and filing fee and shall be responsible for . development of the SWPPP, all of which must occur prior to commencement of construction activities. A separate NO! shall be submitted to the SWRCB for each construction site. Owners of new. construction shall file an NOI prior to the commencement-of construction. Owners of an ongoing construction site that is covered under the previous General Construction Permit (WQ Order No.92-08-DWQ) (1) shall continue to implement their existing SWPPP and monitoring program and (2) shall implement any necessary revisions to their SWPPP in a timely manner but in no case later than 90-calender days from adoption of this General Permit in accordance with Section A of this General Permit. The NOI requirements of the General Permit are intended to establish a mechanism which can be used to clearly identify the responsible parties, locations, and scope of operations of dischargers covered by the General Permit and to document the discharger's knowledge of the requirements for a SWPPP. The NOI must be sent to the following address: State Water Resource Control Board Division of Water Quality Storm Water Permit Unit P.O. Box 1977 Sacramento, CA 95812-1977 The total annual fee is the current base fee plus applicable surcharges. When construction is complete or ownership has been transferred, dischargers shall file a Notice of Termination with the RWQCB certifying that all State and local requirements have been met in accordancewith Special Provisions for Construction Activity, C.7, of the General Permit. Dischargers who fail to obtain coverage under this General Permit for storm water discharges to surface waters will be in violation of the CWA and the California Water Code. CONSTRUCTION ACTIVITY NOT COVERED BY THIS GENERAL PERMIT This General Permit does not-apply to storm water discharges from (1) those areas on Tribal Lands; (2) the Lake Tahoe Hydrologic Unit; (3) construction under one acre, unless part of a larger common plan of development or sale; (4) projects covered by an individual NPDES Permit for storm water discharges associated with construction activity; and (5) landfill construction that is subject to the general industrial permit. Storm water discharges in the Lake Tahoe Hydrologic Unit are regulated by a separate permit(s) adopted by the California Regional Water Quality Control Board, Lahontan Region (LRWQCB). USEPA regulates storm water discharges on Tribal Lands. Permit applications for storm water discharges that will be conducted in the Lake Tahoe Hydrologic Unit must be submitted directly to the LRWQCB. DESCRIPTION OF GENERAL PERMIT CONDITIONS S The following is a brief description of the major provisions of the General Permit and the basis for the General Permit. Prohibitions This General Permit authorizes the discharge of storm water to surface waters from construction activities that result in the disturbance of one or more acres of land. It prohibits the discharge of materials other than storm water and authorized non-storm water discharges and all discharges which contain a hazardous substance in excess Of reportable quantities established at 40 Code of Federal Regulations (CFR) 117.3 or 40 CFR 302.4 unless a separate NPDES Permit has been issued to regulate those discharges. In addition, this General Permit contains provisions that uphold discharge prohibitions contained in water quality control plans, as implemented through the nine RWQCB5. Effluent Limitations Permits for storm water discharges associated with construction activity shall meet all applicable provisions of Sections 301 and 402 of the CWA. These provisions require controls of pollutant discharges that utilize best available technology economically achievable (BAT) and best conventional pollutant control technology (BCT) to reduce pollutants and any more stringent controls necessary to meet water quality standards. 0 It is not feasible at this time for the SWRCI3 to establish numeric effluent limitations. The reasons why it is not feasible to establish numeric effluent limitations are discussed in detail in SWRCB Order Nos. WQ 91-03 and WQ 91-04. Therefore, the effluent limitations contained in this General Permit are narrative and include the requirement to implement appropriate BMPs. The BMPs shall primarily emphasize source controls such as erosion control and pollution prevention methods. The discharger shall also install structural controls, as necessary, such as sediment control which will constitute BAT and BCT and will achieve compliance with water quality standards. The narrative effluent limitations constitute compliance with the requirements of the CWA. Elimination or reduction of nonstorm water discharges is a major goal of this General Permit. Nonstorm water discharges include a wide variety of sources, including improper dumping, spills, or leakage from storage tanks or transfer areas. Nonstorm water discharges may contribute a significant pollutant load to receiving waters: Measures to control spills, leakage, and dumping and to prevent illicit connections during construction shall be addressed through structural as well as non-structural BMPs. This General Permit prohibits the discharge of materials other than storm water and authorized nonstorm water discharges. It is recognized that certain nonstorm water discharges may be necessary for the completion of construction projects. Such discharges include, but are not limited to irrigation of vegetative erosion control measures, pipe flushing and testing; street cleaning, and dewatering. Such discharges are allowed by this General Permit provided they are not relied upon to clean up failed or inadequate construction or post-construction BMPs designed to keep materials onsite. These authorized nonstorm water discharges shall (1) be infeasible to eliminate, (2) comply with BMPsas described in the SWPPP, and (3) not cause or contribute to a violation of water quality standards. Additionally, these discharges may be required to be permitted by the local RWQCB (e.g., some RWQCBs have adopted General Permits for dewatering discharges). 'This General Permit is performance-based to the extent that it prohibits the discharge of storm water that causes or threatens to cause pollution, contamination, or nuisance; but it also allows the owner/developer to determine the most economical, effective, and possibly innovative BMPs. The requirements of this General Permit are intended to be implemented on a year-round basis, not just during the part of the year when there is a high probability of a precipitation event which results in storm water runoff. The permit should be implemented at the appropriate level and in a proactive manner during all seasons while construction is ongoing. Weather and storm predictions or weather information concerning the 10-year, 6-hour storm event and mean annual rainfall can be obtained by calling the Western Regional Climate Center at 775-674-7010 or via the internet at www.wrcc.dri.edu/precip.html and/or www.wrcc.dri.edulpcpnfreq.html. Receiving Water Limitations Language 5 The receiving water limitations language is fundamentally different from the language adopted 1 in the SWRCB General Industrial Activities Storm Water Permit on April 17, 1997. Construction related activities which cause or contribute to an exceedance of water quality standards must be corrected immediately and cannot wait for the RWQCB to approve a plan of action to correct. The dynamic nature of construction activity allows the discharger the ability to more quickly identify and correct the source of the exceedances. Therefore, the owner is required to take immediate corrective action and to provide a report to the appropriate RWQCB within 14-calendar days of the violation describing the corrective action. Storm Water Pollution Prevention Plan (SWPPP) This General Permit requires development and implementation of a SWPPP. This document emphasizes the use of appropriately selected, correctly installed and maintained pollution reduction BMPs. This approach provides the flexibility necessary to establish BMPs which can effectively address source control of pollutants during changing construction activities: All dischargers shall prepare and implement a SWPPP prior to disturbing a site. The SWPPP must be implemented at the appropriate level to protect water quality at all times throughout the life of the project. Nonstorm water BMPs must be implemented year round. The SWPPP shall remain on the site while the site is under construction, commencing with the initial mobilization and ending with the termination of coverage under the permit. The SWPPP has two major objectives: (1) to help identify the sources of sediment and other pollutants that affect the quality of storm water discharges and (2) to describe and ensure the implementation of BMPs to reduce or eliminate sediment and other pollutants in storm water as well as nonstorm water discharges. The SWPPP shall include BMPs which address source control and, if necessary, shall also include BMPs which address pollutant control. Required elements of a SWPPP include: (1) site description addressing the elements and characteristics specific to the site, (2) descriptions of BMPs for erosion and sediment controls, (3) BMPs for construction waste handling and disposal, (4) implementation of approved local plans, (5) proposed post-construction controls, including description of local post-construction erosion and sediment control requirements, and (6) nonstorm water management. To ensure that the preparation, implementation, and oversight of the SWPPP is sufficient for effective pollution prevention, individuals responsible for creating, revising, overseeing, and implementing the SWPPP should participate in applicable training programs and document such training in the SWPPP. SWPPPs are reports that are available to the public under Section 308(b) of the CWA and will be made available by the RWQCBupon request. Monitoring Program I N. El Another major feature of the General Permit is the development and implementation of a monitoring program. All dischargers are required to conduct inspections of the construction site prior to anticipated storm events and after actual storm events. During extended storm events, inspections must be made during each 24-hour period. The goals of these inspections are (1) to identify areas contributing to a storm water discharge; (2) to evaluate whether measures to reduce pollutant loadings identified in the SWPPP are adequate and properly installed and functioning in accordance with the terms of the General Permit; and (3) whether additional control practices or corrective maintenance activities are needed. Equipment, materials, and workers must be available for rapid response to failures and emergencies. All corrective maintenance to BMPs shall be performed as soon as possible, depending upon worker safety. Each discharger shall certify annually that the construction activities are in compliance with the requirements of this General Permit. Dischargers who cannot certify annual compliance shall notify the appropriate RWQCB. A well-developed monitoring program will provide a good method for checking the effectiveness of the SWPPP. Retention of Records The discharger is required to retain records of all monitoring information, copies of all reports required by this General Permit, and records of all data used to complete the NOT for all construction activities to be covered by the General Permit for a period of at least three years from the date generated. This period may be extended by request of the SWRCB and/or RWQCB. With the exception of reporting noncompliance to the appropriate RWQCB, dischargers are not required to submit the records, except upon specific request by the RWQCB. 7 is STATEWATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99-08- DWQ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002 WASTE DISCHARGE REQUIREMENTS (WDRS) FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY The State Water Resources Control Board finds that: Federal regulations for controlling pollutants in storm water runoff discharges were promulgated by the U.S. Environmental Protection Agency (USEPA) on November 16, 1990 (40 Code of Federal Regulations (CFR) Parts. 122, 123, and 124). The regulations require discharges of storm water to surface waters associated with construction activity including clearing, grading, and excavation activities (except operations that result in disturbance of less than five acres of total land area and which are not part of a larger common plan of development or sale) to obtain an NPDES permit and to implement Best Available Technology Economically Achievable (BAT) and Best Conventional Pollutant Control Technology (BCT) to reduce or eliminate storm water pollution. On December 8, 1999 federal regulations promulgated by USEPA (40CFR Parts 9, 122, 123, and 124) expanded the NPDES storm water program to include storm water discharges from municipal separate storm sewer systems (MS4s) and construction sites that were smaller than those previously included in the program. Federal regulation 40 CFR § 122.26(b)(15) defines small construction activity as including clearing, grading, and excavating that result in land disturbance of equal to or greater than one acre or less than five acres or is part of a larger common plan of development or sale. Permit applications for small construction activities are due by March 10, 2003. This General Pen-nit regulates pollutants in discharges of storm water associated with construction activity (storm water discharges) to surface waters, except from those areas on Tribal Lands; Lake Tahoe Hydrologic Unit; construction projects which disturb less than one acre, unless part of a larger common plan of development or sale; and storm water discharges which are determined ineligible for. coverage under this General Permit by the California Regional Water Quality Control Boards (RWQCBs). Attachment 1 contains addresses and telephone numbers of each RWQCB office. This General Permit does not preempt or supersede the authority of local storm water management agencies to prohibit, restrict, or control stormwater discharges to separate storm sewer systems or other watercourses within their jurisdiction, as allowed by State and Federal law. 0 To obtain authorization for proposed storm water discharges to surface waters, pursuant to this General Permit, the landowner (discharger) must submit a Notice of Intent (NOT) with a vicinity map and the appropriate fee to the SWRCB prior to commencement of construction activities. In addition, coverage under this General Permit shall not occur until the applicant develops a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the requirements of Section A of this permit for the project. For proposed construction activity conducted on easements or on nearby property by agreement or permission, or by an owner or lessee of a mineral estate (oil, gas, geothermal, aggregate, precious metals, and/or industrial minerals) entitled to conduct the activities, the entity responsible for the construction activity must submit the NOT and filing fee and shall be responsible for development of the SWPPP. If an individual NPDES.Permit is issued to a discharger otherwise subject to this General Permit or if an alternative General Permit is subsequently adopted which covers storm water discharges regulated by this General Permit, the applicability of this General Permit to such discharges is automatically terminated on the effective date of the individual permit or the date of approval for coverage under the subsequent General Permit. This action to adopt an NPDES permit is exempt from the provisions of the California Environmental Quality Act (Public Resources Code Section 21100, et seq.) in accordance with section 13389 of the California Water Code. The SWRCB adopted the California Ocean Plan, and the RWQCBs have adopted and the SWRCB has approved Water Quality Control Plans (Basin Plans). Dischargers regulated by this General Permit must comply with the water quality standards in these Basin Plans and subsequent amendments thereto. The SWRCB finds storm water discharges associated with construction activity to be a potential significant sources of pollutants. Furthermore, the SWRCB finds that storm water discharges associated with construction activities have the reasonable potential to cause or contribute to an excursion above water quality standards for sediment in the water bodies listed in Attachment 3 to this permit. It is not feasible at this time to establish numeric effluent limitations for pollutants in storm water discharges from construction activities. Instead, the provisions of this General Permit require implementation of Best Management Practices (BMPs) to control and abate the discharge of pollutants in storm water discharges. Discharges of non-storm water may be necessary for the completion of certain construction projects. Such discharges include, but are not limited to: irrigation of vegetative erosion control measures, pipe flushing and testing, street cleaning, and dewatering. Such discharges are authorized by this General Permit as long as they (a) do . comply with Section A.9 of this General Permit, (b) do not cause or contribute to violation of any water quality standard, (c) do not violate any other provision of this General Permit, (d) do not require a non-storm water permit as issued by some RWQCBs, and (e) are not prohibited by a Basin Plan. If a non-storm water discharge is subject to a separate permit adopted by a RWQCB, the discharge must additionally be authorized by the RWQCB permit. Following adoption of this General Permit, the RWQCBs shall enforce the provisions herein including the monitoring and reporting requirements. Following public notice in accordance with State and Federal laws and regulations, the SWRCB in a public meeting on June 8, 1998, heard and considered all comments. The SWRCB has prepared written responses to all significant comments. This Order is an NPDES permit in compliance with section 402 of the Clean Water Act (CWA) and shall take effect upon adoption by the SWRCB provided the Regional Administrator of the USEPA has no objection. If the USEPA Regional Administrator objects to its issuance, the General Permit shall not become effective until such objection is withdrawn. This General Permit does not authorize discharges of fill or dredged material regulated by the U.S. Army Corps of Engineers under CWA section 404 and does not constitute a waiver of water quality certification under CWA section 401. 15 The Monitoring Program and Reporting Requirements are modified in compliance with a judgment in the case of San Francisco BayKeeper, et al. v. State Water Resources 10 Control Board. The modifications include sampling and analysis requirements for direct discharges of sediment to waters impaired due to sediment and for pollutants that are not visually detectable in- runoff that may cause or contribute to an exceedance of water quality objectives. - - 16 Storm water discharges associated with industrial activity that are owned or operated by municipalities serving populations less than 100,000 people are no longer exempt from - the need to apply for or obtain a storm water discharge permit. A temporary exemption, which was later extended by USEPA, Was provided under section 1068(c) of the Intermodal Surface Transportation and Efficiency Act (ISTEA) of 1991. Federal - regulation 40 CFR § 122.26(e)(1)(ii) requires the above municipalities to submit permit application by March 10, 2003. - 17 This permit may be reopened and modified to include different monitoring requirements for small construction activity than for construction activity over five (5) acres. : 0 3 IT IS HEREBY ORDERED that all dischargers who file an NOI indicating their intention to be regulated under the provisions of this General Permit shall comply with the following: A. DISCHARGE PROHIBITIONS: Authorization pursuant to this General Permit does not constitute an exemption to applicable discharge prohibitions prescribed in Basin Plans, as implemented by the nine RWQCBs. Discharges of material other than storm water which are not otherwise authorized by an NPDES permit to a separate storm sewer system (MS4) or waters of the nation are prohibited, except as allowed in Special Provisions for Construction Activity, C.3. Storm water discharges shall not cause or thieaten to cause pollution, contamination, or nuisance. Storm water discharges regulated by this General Permit shall not contain a hazardous substance equal to or in excess of a reportable quantity listed in 40 CFR Part 117 and/or 40 CFR Part 302. B. RECEIVING WATER LIMITATIONS: Storm water discharges and authorized nonstorm water discharges to any surface or ground water shall not adversely impact human health or the environment. The SWPPP developed for the construction activity covered by this General Permit shall be designed and implemented such that storm water discharges and authorized nonstorm water discharges shall not cause or contribute to an exceedance of any applicable water quality standards contained in a Statewide Water Quality Control Plan and/or the applicable RWQCB's Basin Plan. Should it be determined by the discharger, SWRCB, or RWQCB that storm water discharges and/or authorized nonstorm water discharges are causing or contributing to an exceedance of an applicable water quality standard, the discharger shall: a. Implement corrective measures immediately following discovery that water quality standards were exceeded, followed by notification to the RWQCB by telephone as soon as possible but no later than 48 hours after the discharge has been discovered. This notification shall be followed by a report-within 14-calender days to the appropriate RWQCB, unless otherwise directed by the RWQCB, describing (l) the nature and cause of . the water quality standard exceedance; (2) the BMPs currently being implemented; (3) any additional BMPs which will be implemented to 4 prevent or reduce pollutants that are causing or contributing to the exceedance of water quality standards; and (4) any maintenance or repair of BMPs. This report shall include an implementation schedule for corrective actions and shall describe the actions taken to reduce the pollutants causing or contributing to the exceedance. b. The discharger shall revise its SWPPP and monitoring program immediately after the report to the RWQCB to incorporate the additional BMPs that have been and will be implemented, the implementation schedule, and any additional monitoring needed. C. Nothing in this section shall prevent the appropriate RWQCB from enforcing any provisions of this General Permit while the discharger prepares. and implements the above report. C. SPECIAL PROVISIONS FOR CONSTRUCTION ACTIVITY: All dischargers shall file an NOI and pay the appropriate fee for construction activities conducted at each site as required by Attachment 2: Notice of Intent-- General Instructions. All dischargers shall develop and implement a SWPPP in accordance with Section A: Storm Water Pollution Prevention Plan. The discharger shall. implement controls to reduce pollutants in storm water discharges from their construction sites to the BAT/BCT performance standard. Discharges of non-storm water are authorized only where they do not cause or contribute to a violation of any water quality standard and are controlled through implementation-of appropriate BMPs for elimination or reduction of pollutants. Implementation Of appropriate BMPs is a condition for authorizatiori of non- storm water discharges. Non-storm water discharges and the BMPs appropriate for their control must be described in the SWPPP. Wherever feasible, alternatives which do not result in discharge of nonstorm water shall be implemented in accordance with Section A.9. of the SWPPP requirements. All dischargers shall develop and implement a monitoringprogram and reporting plan in accordance with Section B: Monitoring Program and Reporting Requirements. All dischargers shall comply with the lawful requirements of municipalities, counties, drainage districts, and other local agencies regarding discharges of storm water to separate storm sewer systems or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs developed to comply with NPDES permits issued by the RWQCBs to local agencies. . 5 6. All dischargers shall comply with the standard provisions and reporting requirements contained in Section C: Standard Provisions. 7. The discharger may terminate coverage for a portion of the project under this General Permit when ownership of a portion of this project has been transferred or when a phase within this multi-phase project has been completed. When ownership has transferred, the discharger must submit to its RWQCB a Change of Information Form (COI) Attachment 4 with revised site map and the name, address and telephone number of the new owner(s). Upon transfer of title, the discharger should notify the new owner(s) of the need to obtain coverage under this General Permit. The new owner must comply with provisions of Sections A. 2. (c) and B. 2. (b) of this General Permit. To terminate coverage for a portion of the project when a phase has been completed, the discharger must submit to its RWQCB a COI with a revised map that identifies the newly delineated site. 8. The discharger may terminate coverage under this General Permit for a complete project by submitting to its RWQCB a Notice of Termination Form (NOT), and the post-construction BMPs plan according to Section A. 10 of this General Permit. Note that a construction project is considered complete only when all portions of the site have been transferred to a new owner; or the following conditions have been met: There is no potential for construction related storm water pollution, All elements of the SWPPP have been completed, C. Construction materials and waste have been disposed of properly, The site is in compliance with all local storm water management requirements, and A post-construction storm water management plan is in place as described in the site's SWPPP. 9. This General Permit expires five years from the date of adoption. D. REGIONAL WATER QUALITY. CONTROL BOARD (RWQCB) AUTHORITIES: RWQCBs shall: Implement the provisions of this General Permit. Implementation of this General Permit may include, but is not limited to requesting the submittal of SWPPPS, reviewing SWPPPs, reviewing monitoring reports, conducting compliance inspections, and taking enforcement actions. Issue permits as they deem appropriate to individual dischargers, categories of dischargers, or dischargers in a geographic area. Upon issuance of such permits by a RWQCB, the affected dischargers shall no longer be regulated by this General Permit. RWQCBs may require, on a case-by-case basis, the inclusion of an analysis of potential downstream impacts on receiving waterways due to the permitted construction. RWQCBs may provide information to dischargers on the development and implementation of SWPPPs and monitoring programs and may require revisions to SWPPPs and monitoring programs. RWQCBs may require dischargers to retain records for more than three years. RWQCBs may require additional monitoring and reporting program requirements including sampling and analysis of discharges to water bodies listed in Attachment 3 to this permit. Additional requirements imposed by the RWQCB should be consistent with the overall monitoring effort in the:receiving waters. RWQCBs may issue individual NPDES permits for those construction activities found to be ineligible for coverage under this permit. 7 CERTIFICATION The undersigned, Administrative Assistant to the Board, does hereby certify that the foregoing is a full, true, and correct copy of an order duly and regularly adopted at a meeting of the State Water Resources Control Board held on August 19, 1999. AYE: James M. Stubchaer Mary Jane Forster John W. Brown Arthur G. Baggett, Jr. NO-- None ABSENT: None ABSTAIN: None f Maureen Marché Administrative Assistant to the Board a SECTION A: STORM WATER POLLUTION PREVENTION PLAN I. Objectives A Storm Water Pollution Prevention Plan (SWPPP) shall be developed and implemented to address the specific circumstances for each construction site covered by this General Permit. The SWPPP shall be certified in accordance with the signatory requirements of section C, Standard Provision for Construction Activities (9). The SWPPP shall be developed and amended or revised, when necessary, to meet the following objectives: Identify all pollutant sources including sources of sediment that may affect-the quality of storm water discharges associated with construction activity (storm water discharges) from the construction site, and Identify :non-storm water discharges, and C. Identify, construct, implement in accordance with a time schedule, and maintain Best Management Practices (MPs) to reduce or eliminate pollutants, in storm water discharges and authorized nonstorm water discharges from the construction site during construction, and d. Develop a maintenance schedule for BMPs installed during construction designed to reduce or eliminate pollutants after construction is completed (Jost- construction BMPs). ' Identify a sampling and analysis strategy and sampling schedule for discharges from construction activity which discharge directly into water bodies listed on Attachment 3. (Clean Water Aát Section 303(d) [303(d)] Water Bodies listed for Sedimentation). , f For all construction activity, identify a sampling and analysis strategy and sampling schedule for discharges that have been discovered through visual monitoring to be potentially contaminated by pollutants not visually detectable in the runoff. 2. Implementation Schedule For construction activity commencing on or after adoption of this General Permit, the SWPPP shall be developed prior to the start of soil-disturbing activity in accordance with this Section and shall be implemented concurrently with commencement of soil-disturbing activities. Existing permittees engaging in construction activities covered under the terms of the previous General Construction Permit SWPPP (WQ Order No;92-08-DWQ) shall continue to implement their existing SWPPP and shall implement any RU necessary revisions to their SWPPP in accordance with this Section of the General Permit in a timely manner, but in no case more than 90-calender days from the date of adoption of this General Permit. C. For ongoing construction activity involving a change of ownership of property, the new owner shall review the existing SWPPP and amend if necessary, or develop a new SWPPP within 45-calender days. d. Existing permittees shall revise their SWPPP in accordance with the sampling and analysis modifications prior to August 1, 2001. For ongoing construction activity involving a change of ownership the new owner shall review the existing SWPPP and amend the sampling and analysis strategy, if required, within 45 days. For construction activity commencing after the date of adoption, the SWPPP shall be developed in accordance with the modification language adopted. 3. Availability The SWPPP shall remain on the construction site while the site is under construction during working hours, commencing with the initial construction activity and ending with termination of coverage under the General Permit. 4. Required Changes The discharger shall amend the SWPPP whenever there is a change in construction or operations which may affect the discharge of pollutants to surface waters, ground waters, or a municipal separate storm sewer system (MS4). The SWPPP shall also be amended if the discharger violates any condition of this General Permit or has not achieved the general objective of reducing or eliminating pollutants in storm water discharges. If the RWQCB determines that the discharger is in violation of this General Permit, the SWPPP shall be amended and implemented in a timely manner, but in no case more than 14-calendar days after notification by the RWQCB. All amendments should be dated and directly attached to the SWPPP. The RWQCB or local agency with the concurrence of the RWQCB may require the discharger to amend the SWPPP. 5. Source Identification The SWPPP shall include: (a) project information and (b) pollutant source identification combined with an itemization of those BMPs specifically chosen to control the pollutants listed. a. Project Information 10 The SWPPP shall include a vicinity map locating the project site with respect to easily identifiable major roadways, geographic features, or landmarks. At a minimum, the map must show the construction site perimeter, the geographic features surrounding the site, and the general topography. The SWPPP shall include a site map(s) which shows the construction project in detail, including the existing and planned paved areas and buildings. At a minimum, the map must show the construction site perimeter; existing and proposed buildings, lots, roadways, storm water collection and discharge points; general topography both before and after construction; and the anticipated discharge location(s) where the storm water from the construction site discharges to a municipal storm sewer system or other water body. The drainage patterns across the project area must clearly be shown on the map, and the map must extend as far outside the site perimeter as necessary to illustrate the relevant drainage areas. Where relevant. drainage areas are too large to depict on the map, map notes or inserts illustrating the upstream drainage areas are sufficient. Temporary on-site drainages to carry concentrated flow shall be selected to comply with local ordinances, to control erosion, to return flows to their natural drainage courses, and to prevent damage to downstream properties. 3. Information presented in the SWPPP may be represented either by narrative or by graphics. Where possible, narrative descriptions should be. plan notes. Narrative descriptions which do not lend themselves to plan notes can be contained in a separate document which must be referenced on the plan. b. Pollutant Source and BMP Identification The SWPPP shall include a description of potential sources which are likely to add pollutants to storm water discharges or which may result in nonstorm water discharges from the construction site. Discharges originating from off-site which flow, across or through areas disturbed by construction that may contain pollutants should be reported to the RWQCB. The SWPPP shall: 11 ' (1) Show drainage patterns and slopes anticipated after major grading activities are completed. Runoff from offsite areas should be prevented from flowing through areas that have been disturbed by construction unless appropriate conveyance systems are in place. The amount of anticipated storm water run-on must be considered to determine the appropriateness of the BMPs chosen. Show all calculations for anticipated storm water run-on, and describe all BMPs implemented to divert off-site drainage described in section A. 5 a. (2) (c) around or through the construction project. Show the drainage patterns into each on-site storm water inlet point or receiving water. Show or describe the BMPs that will protect operational storm water inlets or receiving waters from contaminated discharges other than sediment discharges, such as, but not limited to: storm water with elevated pH levels from contact with soil amendments such as lime or gypsum; slurry from sawcutting of concrete or asphalt ;washing of exposed aggregate concrete; concrete rinse water; building washing operations; equipment washing operations; minor street washing associated with street delineation; and/or sealing and paving activities occurring during rains. Show existing site features that, as a result of known past usage, may contribute pollutants to storm water, (e.g., toxic materials that are known to have been treated, stored, disposed, spilled, or leaked onto the construction site). Show Or describe the BMPs implemented to minimize the exposure of storm water to contaminated soil or toxic materials. Show areas designated for the (a) storage of soil or waste, (b) vehicle storage and service areas, (c) construction material loading, unloading, and access areas, (d) equipment storage, cleaning, and maintenance areas. Describe the BMPs for control of discharges from waste handling and disposal areas and methods of on-site storage and disposal of construction materials and construction waste. Describe the BMPs designed to minimize or eliminate the exposure of storm water to construction materials, equipment, vehicles, waste storage areas, or service areas. The BMPs described shall be in compliance with Federal, State, and local laws, regulations, and ordinances. Describe all post-construction BMPs for the project, and show the location of each BMP on the map. (Post-construction BMPs consist of permanent features designed to minimize pollutant discharges, including sediment, from the site after construction has been. completed.) Also, describe the agency or parties to be the responsible party for long-term maintenance of these BMPs. 12 Show the locations of direct discharge from the construction site into a Section 303(d) list water body. Show the designated sampling locations in the receiving waters, which represent the prevailing conditions of the water bodies upstream of the construction site discharge and immediately downstream from the last point of discharge. Show the locations designated for sampling the-discharge from areas identified in Section A. 5. b. (2), (3), and (4) and Section A. S. c. (l)and (2). Samples shall be taken should visual monitoring indicate that there has been a breach, malfunction, leakage, or spill from a BMP which could result in the discharge in storm water of pollutants that would not be visually detectable, or if storm water comes into contact with soil amendments or other exposed materials or contamination and is allowed to be discharged. Describe the sampling procedure, location, and rationale for obtaining the uncontaminated sample of storm water. Additional Information The SWPPP shall include a narrative description of pollutant sources and BMPs that cannot be adequately communicated or identified on the site map. In addition, a narrative description of preconstruction control practices (if any) to reduce sediment and other pollutants in storm water discharges shall be included. The SWPPP shall include an inventory of all materials used and activities performed during construction that have the potential to contribute to the discharge of pollutants other than sediment in storm water. Describe the BMPs selected and the basis for their selection to eliminate or reduce these pollutants in the storm water discharges. The SWPPP shall include the following information regarding the construction site surface area: the size (in acres or square feet), the runoff coefficient before and after construction, and the percentage that is impervious (e.g., paved, roofed, etc.) before and after construction. The SWPPP shall include a copy of the NOI, and the Waste Discharge Identification (WDID) number. Should a WDID number not be received from the SWRCB at the time construction commences, the discharger shall include proof of mailing of the NO!, e.g., certified mail receipt, copy of check, express mail receipt, etc. The SWPPP shall include a construction activity schedule which describes all major activities such as mass grading, paving, lot or parcel 13 ' improvements at the site and the proposed time frame to conduct those activities. (6) The SWPPP shall list the name and telephone number of the qualified person(s) who have been assigned responsibility for prestorm, poststorm, and storm event BMP inspections; and the qualified person(s) assigned responsibility to ensure full compliance with the permit and implementation of all elements of the SWPPP, including the preparation of the annual compliance evaluation and the elimination of all unauthorized discharges. 6. Erosion Control Erosion control, also referred to as "soil stabilization" is the most effective way to retain soil and sediment on the construction site. The most efficient way to address erosion control is to preserve existing vegetation where feasible, to limit disturbance, and to stabilize and revegetate disturbed areas as soon as possible after grading or construction. Particular attention must be paid to large mass-graded sites where the potential for soil exposure to the erosive effects of rainfall and wind is great. Mass graded construction sites may be exposed for several years while theproject is being built out. Thus, there is potential for significant sediment discharge from the site to surface waters. At a minimum, the discharger/operator must implement an effective combination of erosion and sediment control on all disturbed areas during the rainy season. These disturbed areas include rough graded roadways, slopes, and building pads. Until permanent vegetation is established, soil cover is the most cost-effective and expeditious method to protect soil particles from detachment and transport by rainfall. Temporary soil stabilization can be the single-most important factor in reducing erosion at construction sites. The discharger shall consider measures such as: covering with mulch, temporary seeding, soil stabilizers, binders, fiber rolls or blankets, temporary vegetation, permanent seeding, and a variety of other measures. The SWPPP shall include a description of the erosion control practices, including a time schedule, to be implemented during construction to minimize erosion on disturbed areas of a construction site. The discharger must consider the full range of erosion control BMPs. The discharger must consider any additional site-specific and seasonal conditions when selecting and implementing appropriate BMPs. The above listed erosion control measures are examples of what should be considered and are not exclusive of new or innovative approaches currently available or being developed. a. The SWPPP shall include: 14 An outline of the areas of vegetative soil cover or native vegetation onsite which will remain undisturbed during the construction project: Ani outline of all areas of soil disturbance including cut or fill areas which will be stabilized during the rainy season by temporary or permanent erosion control measures, such as seeding, mulch, or blankets, etc. An outline of the areas of soil disturbance, cut, or fill which will be left exposed during any part of the rainy season, representing areas of potential soil erosion where sediment control BMPs are required to be used during construction. A proposed schedule for the implementation of erosion control measures. The SWPPP shall include a description of the BMPs and control practices to be used for both temporary and permanent erosion control measures. C. The SWPPP shall in adescription of the BMPs to reduce wind erosion,at all times, with particular attention paid to stock-piled materials. 7. Stabilization All disturbed areas of the construction site must be stabilized. Final stabilization for the purposes of submitting a NOT is satisfied when: -All soil disturbing activities are completed AND EITHER OF THE TWO FOLLOWING CRITERIA ARE MET: -A uniform vegetative cover with 70 percent coverage has been established OR: -equivalent stabilization measures have been employed. These measures include the use of such BMPs as blankets, reinforced channel liners, soil cement, fiber matrices, geotextiles, or other erosion resistant soil coverings or treatments. Where background native vegetation covers less than 100 percent of the surface, such as in and areas, the 70 percent coverage criteria is adjusted as follows: If the native vegetation covers 50 percent of the ground surface, 70 percent of 50 percent (.70 X .50=35) would require 35 percent total uniform surface coverage. Sediment Control 15• o The SWPPP shall include a description or illustration of BMPs which will be implemented to prevent a net increase of sediment load in storm water discharge relative to preconstruction levels. Sediment control BMPs are required at appropriate locations along the site perimeter and at all operational internal inlets to the storm drain system at A times during the rainy season. Sediment control practices may include filtration devices and barriers (such as fiber rolls, silt fence, straw bale barriers, and gravel inlet filters) and/or settling devices (such as sediment traps or basins). Effective filtration devices, barriers, and settling devices shall be selected, installed and maintained properly. A proposed schedule for deployment of sediment control BMPs shall be included in the SWPPP. These are the'most basic measures to prevent sediment from leaving the project site and moving into receiving waters. Limited exemptions may be authorized by the RWQCB when work on active areas precludes the use of sediment control BMPs temporarily. Under these conditions, the SWPPP must describe a plan to establish perimeter controls prior to yhe onset of rain. During the nonrainy season, the discharger is responsible for ensuring that adequate sediment control materials are available to control sediment discharges at the downgrade perimeter and operational inlets in the event of a predicted storm. The discharger shall consider a full range of sediment controls, in addition to the controls listed above, such as straw bale dikes, earth dikes, brush barriers, drainage swales, check dams, subsurface drain, sandbag dikes, fiber rolls, or other controls. At a minimum, the discharger/operator must implement an effective combination of erosion and sediment control on all disturbed areas during the rainy season. If the discharger chooses to rely on sediment basins for treatment purposes, sediment basins shall, at a minimum, be designed and maintained as follows: Option 1: Pursuant to local ordinance for sediment basin design and maintenance, provided that the design efficiency is as protective or more protective of water quality than Option 3. XN Option 2: Sediment basin(s), as measured from the bottom of the basin to the principal outlet, shall have at least a capacity equivalent to 3,600 cubic feet of storage per acre draining into the sediment basin. The length of the basin shall be more than twice the width of the basin. The length is determined by measuring the distance between the inlet and the outlet; and the depth must not be less than three feet nor greater than five feet for safety reasons and for maximum efficiency. XG Option 3: Sediment basin(s) shall be designed using the standard equation: As=].2Q/Vs Where: As is the minimum surface area for trapping soil particles of a certain size; Vs is the settling velocity of the design particle size chosen; and Q=C x Ix A where Q is the discharge rate measured in cubic feet per second; C is the runoff coefficient; I is the precipitation intensity for the 10-year, 6-hour rain event and A is the area draining into the sediment basin in acres. The design particle size shall be the smallest soil grain size determined by wet sieve analysis, or the fine silt sized (0.01mm) particle, and the Vs used shall be 100 percent of the calculated settling velocity. The length is determined by measuring the distance between the inlet and the outlet; the length shall be more than twice the dimension as the width; the depth shall not be less than three feet nor greater than five feet for safety reasons and for maximum efficiency (two feet of storage, two feet of capacity). The basin(s) shall be located on the site where it can be maintained on a year-round basis and shall be maintained on a schedule to retain the two feet of capacity; OR Option 4: The use of an equivalent surface area design or equation, provided that the design efficiency is as protective or more protective of water quality than Option 3. to A sediment basin shall have a means for dewatering within 7-calendar days following a storm event. Sediment basins may be fenced if safety (worker or public) is a concern. The outflow from a sediment basin that discharges into a natural drainage shall be provided with outlet protection to prevent erosion and scour of the embankment and channel. The discharger must consider any additional site-specific and seasonal conditions when selecting and designing sediment control BMPs. The above listed sediment control measures are examples of what should be considered and are not exclusive of new or innovative approaches currently available or being developed. The SWPPP shall include a description of the BMPs to reduce the tracking of sediment onto public or private roads at all times. These public and private roads shall be inspected and cleaned as necessary. Road cleaning BMPs shall be discussed in the SWPPP and will not rely on the washing of accumulated sediment or silt into the storm drain system. . 9. . Non-Storm Water Management [I 17 . Describe all non-storm water discharges to receiving waters that are proposed fOr the construction project. Non-storm water discharges should be eliminated or reduced to the extent feasible. Include the locations of such discharges and descriptions of all BMPs designed for the control of pollutants in such discharges. Onetime discharges shall be monitored during the time that such discharges are occurring. A qualified person should be assigned the responsibility for ensuring that no materials other than storm water are discharged in quantities which will have an adverse effect on receiving waters or storm drain systems (consistent with BATIBCT), and the name and contact number of that person should be included in the SWPPP document. Discharging sediment-laden water which will cause or contribute to an exceedance of the applicable RWQCB's Basin Plan from a dewatering site or sediment basin into any receiving water or storm drain without filtration or equivalent treatment is prohibited. 10. Post-Construction Storm Water Management The SWPPP shall include descriptions of the BMPs to reduce pollutants in storm water discharges after all construction phases have been completed at the site (Post- Construction BMPs). Post-Construction BMPs include the minimization of land disturbance, the minimization of impervious surfaces, treatment of storm water runoff using infiltration, detention/retention, biofilter BMPs, use of efficient irrigation systems, ensuring that interior drains are not connected to a storm sewer system, and appropriately .i designed and constructed energy dissipation devices. These must be consistent with all local post-construction storm water management requirements, policies, and guidelines. The discharger must consider site-specific and seasonal conditions when designing the control practices. Operation and maintenance of control practices after construction is completed shall be addressed, including short-and long-term funding sources and the responsible party. 11. Maintenance, Inspection, and Repair The SWPPP shall include a discussion of the program to inspect and maintain all BMPs as identified in the site plan or other narrative documents throughout the entire duration of the project. A qualified person will be assigned the responsibility to conduct inspections. The name and telephone number of that person shall be listed in the SWPPP document. Inspections will be performed before and after storm events and once each 24-hour period during extended storm events to identify BMP effectiveness and implement repairs or design changes as soon as feasible depending upon field conditions.. Equipment, materials, and workers must be available for rapid response to failures and emergencies. All corrective maintenance to BMPs shall be performed as soon as possible after the conclusion of each storm depending upon worker safety. For each inspection required above, the discharger shall complete an inspection checklist. At a minimum, an inspection checklist shall include: a. Inspection date. • 18 b. Weather information: best estimate of beginning of storm event, duration of event, time elapsed since last storm, and approximate amount of rainfall (inches). C. A description of any inadequate BMPs. If it is possible to safely access during inclement weather, list observations of all BMPs erosion controls, sediment controls, chemical and waste controls, and non-storm water controls. Otherwise, list result of visual inspection at relevant outfall, discharge point, or downstream location and projected required maintenance activities. Corrective actions required, including any changes to ,SWPPP necessary and implementation dates. Inspectors name, title, and signature. The dischargers shall prepare their inspection checklists using the inspection checklist form provided by the SWRCB or RWQCB or on forms that contain the equivalent information. Training Individuals responsible for SWPPP preparation, implementation, and permit compliance shall be appropriately trained, and the SWPPP shall document all training. This includes those personnel responsible for installation, inspection, maintenance, and repair of BMPs. Those responsible for overseeing, revising, and amending the SWPPP shall also document their training. Training should be both formal and informal, occur on an ongoing basis when it is appropriate and convenient, and should include training/workshops offered by the SWRCB, RWQCB, or other locally recognized agencies or professional organizations. List of Contractors/Subcontractors The SWPPP shall include a list of names of all contractors, (or subcontractors) and individuals responsible for implementation of the SWPPP. This list should include telephone numbers and addresses. Specific areas of responsibility of each subcontractor and emergency contact numbers should also be included. Other Plans This SWPPP may incorporate by reference the appropriate elements of other plans required by local, State, or Federal agencies. A copy of any requirements incorporated by reference shall be kept at the construction site. 19 Public Access The SWPPP shall be provided, upon request, to the RWQCB. The SWPPP is considered a report that shall be available to the public by the RWQCB under section 308(b) of the Clean Water Act. Preparer Certification The SWPPP and each amendment shall be signed by the landowner (discharger) or his representative and include the date of initial preparation and the date of each amendment. SECTION B: MONITORING PROGRAM AND REPORTING REQUIREMENTS Required Changes The RWQCB may require the discharger to conduct additional site inspections, to submit reports and certifications, or perform sampling and analysis. 2. Implementation a. The requirements of this Section shall be implemented at the time of commencement of construction activity (see also Section A. 2. Implementation Schedule). The discharger is responsible for implementing these requirements until construction activity is complete and the site is stabilized. b. For ongoing construction activity involving a change in ownership of property covered by this General Permit, the new owner must complete a NOI and - implement the requirements of this Section concurrent with the change of ownership. For changes of information, the owner must follow instructions in C. 7. Special Provisions for Construction Activity of the General Permit. 3. Site Inspections Qualified personnel shall conduct inspections of the construction site prior to anticipated storm events, during extended storm events, and after actual storm events to identif' areas contributing to a discharge of storm water associated with construction activity. The name(s) and contact number(s) of the assigned inspection personnel shall be listed in the SWPPP. Pre-storm inspections are to ensure that BMPs are properly installed and maintained; post-storm inspections are to assure that the BMPs have functioned adequately. During extended storm events, inspections shall be required each 24-hour period. Best Management Practices (BMPs) shall be evaluated for adequacy and proper implementation and whether additional BMPs are required in accordance with the terms of the General Permit (see language in Section A. 11. Maintenance, Inspection, and Repair). Implementation of nonstorm water discharge BMPs shall be verified and their 20 effectiveness evaluated. One time discharges of non-storm water shall be inspected when such discharges occur. 4 Compliance Certification Each discharger or qualified assigned personnel listed by name and contact number in the SWPPP must certify annually that construction activities are in compliance with the requirements of this General Permit and the SWPPP. This Certification shall be based upon the site inspections required in Item 3 of this Section. The certification must be completed by July 1 of each year. 5 Noncompliance Reporting Dischargers who cannot certify compliance, in accordance with Item 4 of this Section and/or who have had other instances of noncompliance excluding exceedances of water quality standards as defined in Section B. 3. Receiving Water Limitations Language, shall notify the appropriate RWQCB within 30 days. Corrective measures should be implemented immediately following discovery that water quality standards were exceeded. The notifications shall identify the noncompliance event, including an initial assessment of any impact caused by the event; describe the actions necessary to achieve compliance; and include a time schedule subject to the modifications by the RWQCB indicating when compliance will be achieved. Noncompliance notifications must be submitted within 30-calendar days of identification of noncompliance. Monitoring Records Records of all inspections, compliance certifications, and noncompliance reporting must be retained for a period of at-least three years from the date generated. With the exception of noncompliance reporting, dischargers are not required to submit these records. - 7. Monitoring Program for Sedimentation/Siltation Dischargers of storm water associated with construction activity that directly enters a waterbody listed in Attachment 3 shall conduct a sampling and analysis program for the pollutants (sedimentation/siltation or turbidity) causing the impairment. The discharger shall monitor for the applicable parameter. If the water body is listed for sedimentation or siltation, samples should be analyzed for Settleable Solids (mi/i) and Total Suspended Solids (mg/i). Alternatively or in addition, samples may be analyzed for suspended sediment concentration according to ASTM D3977-97. If the water body is listed for turbidity, samples should be analyzed for turbidity (NTU). Discharges that flow-through tributaries that are not listed in Attachment 3 or that flow into Municipal Separate Storm Sewer Systems (MS4) are not subject to these sampling and analysis requirements. The sampling and analysis parameters and procedures must be designed to determine whether. the BMPs installed and maintained prevent discharges of sediment from contributing to impairment in receiving waters. 21 Samples shall be collected during the first two hours of discharge from rain events which result in a direct discharge to any water body listed in Attachment 3. Samples shall be collected during daylight hours (sunrise to sunset). Dischargers need not collect more than four (4) samples per month. All samples shall be taken in the receiving waters and shall be representative of the prevailing conditions of the water bodies. Samples shall be collected from safely accessible locations upstream of the construction site discharge and immediately downstream from the lat point of discharge. For laboratory analysis, all sampling, sample preservation, and analyses must be conducted according to test procedures under 40 CFR Part 136. Field samples shall be collected and analyzed according to the specifications of the manufacturer of the sampling devices employed. Portable meters shall be calibrated according to manufacturer's specification. All field and/or laboratory analytical data shall be kept in the SWPPP document, which is to remain at the construction site at all times until a Notice of Termination has been submitted and approved. 8. Monitoring Program for Pollutants Not Visually Detectable in Storm Water A sampling and analysis program shall be developed and conducted for pollutants which are not visually detectable in storm water discharges, which are or should be known to occur on the construction site, and which could cause or contribute to an exceedance of water quality objectives in the receiving water. Pollutants that should be considered for inclusion in this sampling and analysis program are those identified in Sections A.5.b. and A.5.c. Construction materials and compounds that are not stored in water-tight containers under a water-tight roof or inside a building are examples of materials for which the discharger may have to implement sampling and analysis procedures. The goal of the sampling and analysis is to determine whether the BMPs employed and maintained on site are effective in preventing the potential pollutants from coming in contact with storm water and causing or contributing to an exceedance of water quality objectives in the receiving waters. Examples of construction sites that may require sampling and analysis include: sites that are known to have contaminants spilled or spread on the ground; sites where construction practices include the application of soil amendments, such as gypsum, which can increase the pH of the runoff; or sites having uncovered stockpiles of material exposed to storm water. Visual observations before, during, and after storm events may trigger the requirement to collect samples. Any breach, malfunction, leakage, or spill observed which could result in the discharge of pollutants to surface waters that would not be visually detectable in storm water shall trigger the collection of a sample of discharge. Samples shall be collected at all discharge locations which drain the areas identified by the visual observations and which can be safely accessed. For sites where sampling and analysis is required, personnel trained in water quality sampling procedures shall collect storm water samples. A sufficiently large sample of storm water that has not come in contact with the disturbed soil or the materials stored or used on-site 22 (uncontaminated sample) shall be collected for comparison with the discharge sample.. Samples shall be collected during the first two hours of discharge from rain events that occur during daylight hours and which generate runoff. The uncontaminated sample shall be compared to the samples of discharge using field analysis or through laboratory analysis. Analyses may include, but are not limited to, indicator parameters such as: pH, specific conductance, dissolved oxygen, conductivity, salinity, and TDS. For laboratory analysis, all sampling, sample preservation, and analyses must be conducted according to test procedures under 40 CFR Part 136. Field discharge samples shall be collected and analyzed according to the specifications of the manufacturer of the sampling devjces employed. Portable meters shall be calibrated according to manufacturer's specification. All field and/or analytical data shall be kept in the SWPPP document, which is to remain at the construction site at all times untj1a Notice of Termination has been submitted and approved. SECTION C: STANDARD PROVISIONS FOR CONSTRUCTION ACTIVITY Duty to Comply The discharger must comply with all of the conditions of this General Permit. Any permit noncompliance constitutes a violation of the Clean Water Act (CWA) and the Porter-Cologne Water Quality Control Act and is grounds for enforcement action and/or removal from General Permit coverage. The discharger shall comply with effluent standards or prohibitions established under Section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if this General Permit has not yet been modified to incorporate the requirement. 2. General Permit Actions This General Permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the discharger for a General Permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not annul any General Permit condition. If any toxic effluent standard or prohibition (including any schedule of compliance specified in such effluent standard or prohibition) is promulgated -under Section 307(a) of the CWA for a toxic pollutant which is present in the discharge and that standard or prohibition is more stringent than any limitation on the pollutant in this General Permit, this General Permit shall be modified or revoked and reissued to conform to the toxic effluent standard or prohibition and the dischargers so notified. 23 Need to Halt or Reduce Activity Not a Defense It shall not be a defense for a discharger inan enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this General Permit. Duty to Mitigate The discharger shall take all responsible steps to minimize or prevent any discharge in violation of this General Permit, which has a reasonable likelihood of adversely affecting human health or the environment. - 5. Proper Operation and Maintenance 7. The discharger shall at all times properly operate and maintain any facilities and systems of treatment and control (and related appurtenances) which are installed or used by the discharger to achieve compliance with the conditions of this General Permit and with the requirements of Storm Water Pollution Prevention Plans (SWPPP). Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. Proper operation and maintenance may require the operation of backup or auxiliary facilities or similar systems installed by a discharger when necessary to achieve. compliance with the conditions of this General Permit. Property Rights This General Permit does not convey any property rights of any sort or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor does it authorize any infringement of Federal, State, or local laws or regulations. Duty to Provide Information The discharger shall furnish the RWQCB, State Water Resources Control Board,-or USEPA, within a reasonable time, any requested information to determine compliance with this General Permit. The discharger shall also furnish, upon request, copies of records required to be kept by this General Permit. Inspection and Entry The discharger shall allow the RWQCB, SWRCB, USEPA, and/or, in the case of construction sites which discharge through a municipal separate storm sewer, an authorized representative of the municipal operator of the separate storm sewer system receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: 24 Enter upon the discharger's premises at reasonable times where a regulated construction activity is being conducted or where records must be kept under the conditions of this General Permit; Access and copy at. reasonable times any records that must be kept under the conditions of this General Permit; C. Inspect at reasonable times the complete construction site, including any off-site staging areas or-material storage areas, and the erosion/sediment controls; and d. Sample or monitor at reasonable times for the purpose of ensuring General Permit compliance. 9. Signatory Requirements a. All Notice of Intents (NOIs), Notice of Terminations (NUTs), SWPPPs, certifications, and reports prepared in accordance with this Order submitted to the SWRCB shall be signed as follows:. (1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer, or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation, or (b) the manager of the construction activity if authority to sign documents has been assigned or delegated to the manager in accordance with corporate, procedures; For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or For a municipality, State, Federal, or other public agency: by either a principal executive officer, ranking elected official, or duly authorized representative. The principal executive officer of a Federal agency includes the chief executive officer of the agency or the senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., Regional Administrator of USEPA). b. All SWPPPs, reports, certifications, or other information required by the General Permit and/or requested by the RWQCB, SWRCB, USEPA, Or the local storm water management agency shall be signed by a person described above or by a duly authorized representative. A person is a duly authorized representative if: (1) The authorization is made in writing by a person described above and retained as part of the SWPPP; or 25 fo (2) The authorization specifies either an individual or a position having responsibility for the overall operation of the construction activity, such as the position of manager, operator, superintendent, or position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. •(A duly authorized representative may thus be either a named individual or any individual occupying a named position). C. If an authorization is no longer accurate because a different individual' or position has responsibility for the overall operation of the construction activity, a new authorization must be attached to the SWPPP prior-to submittal of any reports, information, or certifications to be signed by the authorized representative. Certification ' Any person signing documents under Section C, Provision 9 above, shall make the following certification: ' "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Anticipated Noncompliance The discharger will give advance notice to the RWQCB and local storm water management agency of any planned changes in the construction activity which may result in noncompliance with General Permit requirements. Penalties for Falsification of Reports Section 309(c)(4) of the CWA provides that any person who knowingly makes any false material statement, representation, or certification in any record or other document submitted or required to be maintained under this General Permit, including reports of compliance or noncompliance shall upon conviction, be punished by a fine of not more than $10,000 or by imprisonment for not more than two years or by both. 1 ] 26 13 Oil and Hazardous Substance Liability Nothing in this General Permit shall be construed to preclude the institution of any legal action or relieve the discharger from any responsibilities, liabilities, or penalties to which the discharger is or may be subject to under Section 311 of the CWA. 14 Severability The proYisions of this General Permit are severable; and, if any provision of this General Permit or the application of any provision of this General Permit to any circumstance is held invalid, the application of such provision to other circumstances and the remainder of this General Permit shall not be affected thereby. Reopener Clause This General Permit may, be modified, revoked and reissued, or terminated for cause due to promulgation of amended regulations, receipt of USEPA guidance concerning regulated activities, judicial decision, or in accordance with 40 Code of Federal Regulations (CFR) 122.62, 122.63, 122.64, and 124.5. Penalties for Violations of Permit Conditions Section 309 of the CWA provides significant penalties for any person who viOlates.a permit condition implementing Sections 301, 302, 306, 307,308, 318, fie or 405 of the CWA or any permit condition or limitation implementing any such section in a permit issued under Section 402. Any person who violates any permit condition of this General Permit is subject to a civil penalty not to exceed $27,500 per calendar day of such violation; as well as any other appropriate sanction provided by Section 309 of the CWA. The Porter-Cologne Water Quality Control Act also provides for civil and criminal penalties which in some cases are greater than those under the CWA. Availability A copy of this General Permit shall be maintained at the construction site during construction activity and be available to operating personnel. Transfers This General Permit is not transferable. A new owner of an ongoing construction activity must submit a NOI in accordance with the requirements of this General Permit to be authorized to discharge under this General Permit. An owner who sells property covered MA 15 16 ' by this General Permit shall inform the new owner of the duty to file a NOI and shall provide the new owner with a copy of this General Permit. 19. Continuation of Expired Permit This General Permit continues in force and effect until a new General Permit is issued or the SWRCB rescinds this General Permit. Only those dischargers authorized to discharge under the expiring General Permit are covered by the continued General Permit. n 28 Attachment 1 SWRCB AND RWQCB CONTACT LIST I0 Please see Storm Water Contacts at- http://www.swrcb.ca.gov/storinwtr/contact.html 10 (. I . NOTICE OF INTENT (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY GENERAL INSTRUCTIONS Who Must Submit Discharges of storm water associated, with construction that results in the disturbance of one acre or more of land must apply for coverage under the General Construction Activities Storm Water Permit (General Permit). Construction activity which is a part of a larger common area of development or sale must also be permitted. (For example, if 4 acres of a 20-acre subdivision is disturbed by construction activities, and the remaining 16 acres is to be developed at a future date, the property owner must obtain a General Storm Water Permit for the 4-acre project). Construction activity includes, but is not limited to: clearing, grading, demolition, excavation, construction of new structures, and reconstruction of existing facilities involving removal and replacement that results in soil disturbance. This includes construction access roads, staging areas, storage areas, stockpiles, and any off-site areas which receive run-off from the construction project such as discharge points into a receiving water. Construction activity does not include routine maintenance to maintain original line and grade, hydraulic capacity, or original purpose of the facility. The owner of the land where the construction activity is occurring is responsible for obtaining a permit. Owners may obtain coverage under the General Permit by filing a NOI in accordance with the following instructions. Coverage for construction activity conducted' on easements (e.g., pipeline construction) or on nearby properties by agreement or permission, or by an owner or lessee of a mineral estate (oil, gas, geothermal, aggregate, precious metals, and/or industrial minerals) entitled to conduct the activities, shall be obtained by the entity responsible for the construction activity. Linear construction projects which will have construction activity occurring in one or more than one Region should contact the State Water Resources Control Board at the number listed below prior to submitting an NOI application for specific information related to the use of the NOI form. Construction Activity Not Covered By This General Permit Storm water discharges in the Lake Tahoe Hydrologic Unit will be regulated by a separate permit(s) adopted by the California Regional Water Quality Control Board, Lahontan Region, and will not be covered under the State Water Resources Control Board's (SWRCB) General Permit. Storm water discharges on Indian Lands will be regulated by the U.S. Environmental Protection Agency. Where to Apply ( The NOI form, vicinity map, and appropriate fee must be mailed tb the SWRCB at the following address: State Water Resources Control Board Division of Water Quality Attn: Storm Water Permit Unit P.O. Box 1977 Sacramento, CA 95812-1977 When to Apply .• Property owners proposing to conduct construction activities subject to this General Permit must file a Notice of, lntent prior to the commencement of construction activity.. Fees The total annual fee is the current base fee plus applicable surcharges. for all construction sites submitting an NOI. Checks should be made payable to: SWRCB. Completing the Notice of Intent (NOI) The submittal to obtain coverage under the General Permit must include a completed NOI Form (Notice of Intent, attached), a vicinity map, and the appropriate annual fee. The NOI must be completely and accurately filled out; the vicinity map and annual fee must be included with the NOI or the submittal is considered incomplete and will be rejected. A construction site is considered to be covered by the General Permit upon filing a complete NOI submittal, and implementation of a defensible Storm Water Pollution Prevention Plan (SWPPP). Upon receipt of a complete NOI submittal, each discharger will be sent a receipt letter containing the waste discharger's identification (WDID) number. Questions? . . If you have any questions on completing the NOI please call the SWRCB at (916) 341-5537. 2 NOI-LINE-BY-LINE INSTRUCTIONS Please type or print when completing the NOT Form and vicinity map. SECTION 1--NOI STATUS Mark one of the two boxes at the top portion of the NOT. Check box I if the NOT is being completed for new construction. Check box 2 if the NOT is' being submitted to report changes for a construction site already covered by the General Permit. An example of a change that warrants a resubmittal of the NOT is a change of total area of the construction site. The permit is non-transferable, a change of ownership requires a Notice of Termination (NOT) submittal and a new NOT. Complete only those portions of the NOI that apply to the changes (the NO! must always be signed). If box 2 is checked, the WDID number must be included. SECTION II--PROPERTY OWNER . Enter the construction site owner's official or legal name and address; contact person (if other than owner), title, and telephone number. SECTION 111--DEVELOPER / CONTRACTOR INFORMATION Enter the name of the developer's (or general contractor's) official or legal name, address, contact person, title, and telephone number. The contact person should be someone who is familiar with the construction site and is responsible for compliance and oversight of the general permit. SECTION TV-CONSTRUCTION PROJECT INFORMATION Enter the project name, site address, county, city, (or nearest city if construction is occurring in an unincorporated area), zip code, and telephone number (if any) of the construction site. Include an emergency contact telephone or pager number. Construction site information should include latitude and longitude designations, tract numbers, and/or mile post markers, if applicable. The site contact person should be someone who is familiar with the project, site plans, SWPPP, and monitoring program. All NOIs must be accompanied by a vicinity map. Part A: Enter the total size in acres of all areas associated with construction activity, including all access roads. Part B: Enter the total size in acres of the area to be disturbed by construction activity and the percentage of the area listed in Part A above that this represents. Part C: Enter the percentage of the site that is impervious (areas where water cannot soak into the ground, such as concrete, asphalt, rooftops, etc.) before and after construction. Part D: Include tract numbers, if available. 3 Part E: Enter the mile post marker number at the project site location. Part F: Indicate whether the construction site is part of a larger common plan of development or sale. For example, if the construction activity is occurring on a two-acre site which is within a development that is one acre or greater, answer yes. Part G: Enter the name of the development (e.g. "Quail Ridge Subdivision", "Orange Valley Estates", etc.). Part H: Indicate when construction will begin (month, day, year). When a NOT is being submitted due to a change in ownership, the commencement date should be the date the new ownership took effect. Part I: Indicate the percentage of the total project area to be mass graded. Part J: Enter the estimated completion dates for the mass grading activities and for the project completion. Part K: Indicate the type(s) of construction taking place. For example, "Transportation" should be checked for the construction of roads; "Utility" should be checked for installation of sewer, electric, 'or telephone systems. Include a description of the major construction activities, (e.g., 20 single family homes, a supermarket, an office building, a factory, etc.) , SECTION V--BILLING ADDRESS To continue coverage under the General Permit, the annual fee must be paid. Indicate where the annual fee invoice should be mailed by checking one of the following boxes: Owner: sent to the owners address as it appears in Section II. Developer/Contractor: sent to the developer's address as it appears in Section III. Other: sent to a different address and enter that address in the spaces provided. SECTION VT--REGULATORY STATUS Indicate whether or not the site is subject to local erosion/sediment control odinances. Indicate whether the erosion/sediment control plan designed to comply with the ordinance addresses the construction of infrastructure and structures in addition to grading. Identify the name and telephone number of the local agency, if applicable. (S 4 SECTION Vu--RECEIVING WATER INFORMATION le i Part A: Indicate whether the storm water runoff from the construction site discharges indirectly to waters of the United States, directly to waters of the United States, or to a separate storm drain system. Indirect discharges include discharges that may flow overland across adjacent properties or rights-of-way prior to discharging into waters of the United States Enter the name of the owner/operator of the relevant storm drain system, if applicable. Storm water discharges directly to waters of the United States will typically have an outfall structure directly from the facility to a river, lake, creek, stream, bay, ocean, etc. Discharges to separate storm sewer systems are those that discharge to a collection system operated by municipalities, flood control districts, utilities, or similar entities. Part B: Enter the name of the receiving water. Regardless of point of discharge, the owner must determine the receiving water for the construction site's storm water discharge. Enter the name of the receiving water. SECTION VIII--IMPLEMENTATION OF NPDES PERMIT REQUIREMENTS Part A: Indicate the status of the SWPPP, date prepared, or availability for review. Also 1 indicate if a tentative construction schedule has been included in the SWPPP (the inclusion of a construction activity schedule is a mandatory SWPPP requirement). Part B: Provide information concerning the status of the development of a monitoring program, a component of the SWPPP which outlines an inspection and maintenance schedule for the proposed Best Management Practices (BMPs). Provide name and phone number of program preparer. Part C: Provide the name and phone numbers of the responsible party or parties designated to insure compliance with all elements of the General Permit and SWPPP. SECTION IX--VICINITY MAP AND FEE Provide a "to scale" or "to approximate scale" drawing of the construction site and the immediate surrounding area. Whenever possible, limit the map to an 8.5" x 11' or 11" x 17" sheet of paper. At a minimum, the map must show the site perimeter, the geographic features surrounding the site, and general topography, and a north arrow. The map must also include the location of the construction project in relation to named streets, roads, intersections, or landmarks. A NOI containing a map which does not clearly indicate the location of the construction project will be rejected. Do not submit blueprints unless they meet the above referenced size limits. 5 SECTION X--CERTIFICATIONS This section must be completed by the owner or signatory agent of the construction site*. The certification provides assurances that the NOI and vicinity map were completed in an accurate and complete fashion and with the knowledge that penalties exist for providing false information. Certification also requires the owner to comply with the provisions in the General Permit. (0 * For a corporation: a responsible corporate officer (or authorized individual). For a partnership or sole proprietorship: a general partner or the proprietor, respectively. For a municipality, State, Federal, or other public agency: either a principal executive officer, ranking elected official, or duly authorized representative. 6 Attachment 2 Slate Water Resources Control Board NOTICE OF INTENT TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER . J ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER No. 99-08-DWQ) NQ[ STATUS (SEE INSTRUCTIONS) H MARK ONLY ONE ITEM 1. 0 New Construction 2. 0 Change of Information for WDID# I I i1 PROPERTY OWNER Name - Contact Person Mailing Address Title City . St at e Zip Phone IL DEVELOPER/CONTRACTOR INFORMATION . Developer/Contractor Contact Person Mailing Address Title City Stat e Zip - Phone .-ONSTRUCTION PROJECT INFORMATION \oect Name Site Contact Person Physical Address/Location . Latitude Longitude o County City (or nearest City) Zip Site Phone Number . Emergency Phone Number Total size of construction site area: . C. Percent of site imperviousness (including rooftops): Acres . D. Tract Number(s): Before Construction: % Total area to be disturbed: Acres (% of total ) After Construction: . % E. Mile Post Marker. F. Is the construction site part of a larger common plan of development or sale? G. Name of plan or development: DYES 0 NO J. Projected construction dates: H. Construction commencement date: / / Complete grading: II Complete project: Il l. % of site to be mass graded: K. Type of Construction (Check all that apply): 1. 0 Residential 2. 0 Commercial 3.0 Industrial 4.0 Reconstruction 5.0 Transportation 6. 0 Utility Description: 7.0 Other (Please List): V. BILLING INFORMATION SEND BILL TO: Name Contact Person 0 OWNER (as in II. above) Mailing Address Phone/Fax 'EVELOPER in Ill. above) City State Zip OTHER (enter information at right) VI. REGULATORY STATUS Has a local agency approved a required erosion/sediment control plan ............................................................ Does the erosion/sediment control plan address construction activities such as infrastructure and structures?. Name of local agency: Phone: ( - - Is this project or any part thereof, subject to conditions imposed under a CWA Section 404 permit of 401 Water Quality Certification?.. NO If yes, provide details: DYES El NO o YES 0 NO DYESD VII. RECEIVING WATER INFORMATION A. Does the storm water runoff from the construction site discharge to (Check all that apply): D Indirectly to waters of the U.S. 0 Storm drain system - Enter owner's name:__________________________ 0 Directly to waters of U.S. (e.g. , river, lake, creek, stream, bay, ocean, etc.) B. Name of receiving water: (river, lake, creek, stream, bay, ocean): Vffl IlVlI-'LtIV1P1lAIIUN UI- N1'L1.5 l-'KMlI KUUIKEMENTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) (check one) D A SWPPP has been prepared for this facility and is available for review: Date Prepared: Date Amended: 0 A SWPPP will be prepared and ready for review by (enter date): D A tentative schedule has been included in the SWPPP for activities such as grading, street construction, home construction, etc. MONITORING PROGRAM A monitoring and maintenance schedule has been developed that includes inspection of the construction BMPs before anticipated storm events and after actual storm events and is available for review. - If checked above: A qualified person has been assigned responsibility for pre-storm and post-storm BMP inspections to identity effectiveness and necessary repairs or design changes ..................................................................................... 0 YESD NO .. Name: Phone: PERMIT COMPLIANCE RESPONSIBILITY A qualified person has been assigned responsibility to ensure full compliance with the Permit, and to implement all elements of the Storm Water Pollution Prevention Plan including: Preparing an annual compliance evaluation...................................................................................................................................... YES NO Name: Phone: Eliminating all unauthorized discharges ...................................................................................................... fl NO K. VICINITY MAP AND FEE (must show site location in relation to nearest named streets, intersections, etc.) Have you included a vicinity map with this submittal? .................................................................................................................................... YES 0 NO Have you included payment of the annual fee with this submittal? ............................................... .................................................... ............... j YES NO X. CERTIFICATIONS "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. In addition, I certify that the provisions of the permit, including the development and implementation of a Storm Water Pollution Prevention Plan and a Monitoring Program Plan will be complied with." Printed Name: Signature: Date: Title: I 2 I S ATTACHMENT 3 303d Listed Water Bodies for Sedimentation 1 MATTOLE RIVER 1100 Sedimentation/Siltati on 1 TRINITY RIVER, SOUTH FORK 1100 Sedimentation/Siltati 1 REDWOOD CREEK 1 1100 on Sedimentation/Siltati 1100 on Sedimentation/Siltati 1 MAD RIVER on 1 ELK RIVER 1100 Sedimentation/Siltati on 1 EEL RIVER, SOUTH FORK -------------- - ---------------1100 Sedimentation/Siltati on 1 EEL RIVER, NORTH FORK j 1100 Sedimentation/Siltati on 1 TRINITY RIVER 1100 Sedimentation/Siltati on 1 EEL RIVER, MIDDLE FORK 1100 Sedimentation/Siltati on 1 MAD RIVER 2500 Turbidity 1 TEN MILE RIVER 1100 Sedimentation/Siltati on 1 NOYO RIVER t 1100 Sedimentation/Siltati on 1 BIG RIVER 1100 Sedimentation/Siltati on 1 ALBION RIVER 1100 Sedimentation/Siltati on 1 NAVARRO RIVER 1100 Sedimentation/Siltati on 1 GARCIA RIVER 1100 Sedimentation/Siltati on 1 GUALALA RIVER S 1100 Sedimentation/Siltati on 1 RUSSIAN RIVER 11.00 Sedimentation/Siltati on 1 TOMKI CREEK 1100 Sedimentation/Siltati on 1 VAN DUZEN RIVER 1100 Sedimentation/Siltati on 1 EEL RIVER DELTA 1100 Sedimentation/Siltati ___ on 1 EEL RIVER, MIDDLE MAIN FORK 1100 Sedimentation/Siltati on . 1 ESTERO AMERICANO 1100 Sedimentation/Siltati 1 NAVARRO RIVER DELTA . . 1100 Sedimentation/Siltati on 1 EEL RIVER, UPPER MAIN FORK 1100 Sedimentation/Siltati on 1 FRESHWATER CREEK 1100 Sedimentation/Siltati ion 1 SCOTT RIVER 1100 Sedimentation/Siltati on 2 TOMALES BAY . 1100 Sedimentation/Siltati on .2 NAPA RIVER 1100 1 Sedimentation/Siltati Ion 2 SONOMA CREEK 1100 1 Sedimentation/Siltati • ______________ on 2 _______________ PETALUMA RIVER ______ 1 1100 1 Sedimentation/Siltati on 2 LAGUNITAS CREEK 1100 Sedimentation/Siltati WALKER CREEK - 1 6 on S6dimentation/Siltati' 2 SAN GREGORIO CREEK 1100 Sedimentation/Siltati ' on 2 SAN FRANCISQUITO CREEK 1100 Sedimentation/Siltati on 2 PESCADERO CREEK (REG 2) 1100 Sedimentation/Siltati - 2 BUTANO CREEK • 1100 on Sédimentation/Siltati 3 MORRO BAY 1100 on Sedimentation/Siltati on 3 SAN LORENZO RIVER ESTUARY 1100 Sedimentation/Siltati on 3 SHINGLE MILL CREEK 1100 Sedimentation/Siltati 3 • MOSS LANDING HARBOR 1100 on Sedimentation/Siltati - 3 WATSONVILLE SLOUGH • 1.100 on on Sedimentation/Siltati on. 3 SAN LORENZO RIVER 1100 Sedimentation/Siltati on 3 ELKHORN SLOUGH • 1100 Sedimentation/Siltati on 3 SALINAS RIVER LAGOON (NORTH) 1100 Sedimentation/Siltati ____ ____ • on 3 GOLETA SLOUGH/ESTUARY 1100 Sedimentation/Siltati on 3 • CARPINTERIA MARSH (EL ESTERO 1100 Sedimentation/Siltati MARSH) on 3 LOMPICO CREEK 1100 Sedimentation/Siltati 3 MORO COJO SLOUGH . 1100 on Sedimentation/Siltati on 3 1 VALENCIA CREEK 1100 Sedimentation/Siltati • on 3 PAJARO RIVER 1100 Sedimentation/Siltati on ,1* S 61 3 RIDER GULCH CREEK 1100 Sedimentation/Siltati on . . . ......... . .3 ILLAGAS CREEK iI6ó "itaT ___ on 1 SAN ENITO RIVER 1100 B Sedimentation/Siltati on 3 SALINAS RIVER 1100 Sedimentation/Siltati on 3 CHORRO CREEK 1100 Sedimentation/Siltati on 3 LOS OSOS CREEK 1100 Sedimentation/Siltati on 3 SANTA YNEZ RIVER 1100 Sedimentation/Siltati on 3 SAN ANTONIO CREEK (SANTA 1100 Sedimentation/Siltati BARBARA COUNTY) . on 3 CARBONERA CREEK 1100 Sedimentation/Siltati on 3 SOQUEL LAGOON 1100 Sedimentation/Siltati on 3 APTOS CREEK . 1100 Sedimentation/Siltati on 4 MUGU LAGOON 1100 Sedimentation/Siltati on 5 HUMBUG CREEK . 1100 Sedimentation/Siltati on 5 PANOCHE CREEK 1100 Sedimentation/Siltati. on 5 FALL RIVER (PIT) 1100 Sedimentation/Siltati on 6 BEAR CREEK (R6) .1100 Sedimentation/Siltati on 6 MILL CREEK (3) 1100 Sedimentation/Siltati on 6 HORSESHOE LAKE (2) 'fl*- 60 Sedimentation/Siltati on 6 BRIDGEPORT RES 1100 Sedimentation/Siltati on 6 TOPAZ LAKE •1100 Sedimentation/Siltati __ on 6 LAKE TAHOE . 1100 Sedimentation/Siltati 6 PINE CREEK I on (2) 1100 Sedimentation/Siltati on 6 TRUCKEE RIVER 1100 Sedimentation/Siltati on 6 CLEARWATER CREEK 1100 Sedimentation/Siltati on 6 GRAY CREEK (R6) 1100 Sediiientation/5j1tatj on_______ 6 WARD CREEK . 1100 • Sedimentation/Siltati on 6 BLACKWOOD CREEK 1100 Sedimentation/Siltati ________ on 6 GOODALE CREEK 1100 Sedimentation/Siltati on 6 EAST WALKER' RIVER 1100 Sedimentation/Siltati 6 HEAVENLY VALLEY CREEK 1100 on Sedimentation/Siltati on 6 WOLF CREEK (1) 1100 Sedimentation/Siltati 6 WEST WALKER RIVER 1100 on Sedimentation/Siltati 6 HOT SPRINGS. CANYON CREEK 1100 on Sedimentation/Siltati on 6 BRONCO CREEK 1100 Sedimentation/Siltati on 6 ' SQUAW CREEK 1 , 1100 Sedimentation/Siltati _ 7 ______ IMPERIAL VALLEY DRAINS 1100 on Sedimentation/Siltati on 7 1 NEW RIVER (R7) 1100 Sedimentation/Siltati on 7 1 ALAMO RIVER 1100 ' Sedimentation/Siltati on 8 SAN DIEGO CREEK, REACH 1 1100 Sedimentation/Siltati on____ 8 RATHBONE (RATHBUN) CREEK ' 1100 Sedimentation/Siltati on 8 SAN DIEGO CREEK', REACH 2 1100 Sedimentation/Siltati on 8 UPPER NEWPORT BAY ECOLOGICAL 1100 Sedimentation/Siltati RESERVE On 8 BIG BEAR LAKE ' 1100 Sedimentation/Siltati on 8 ELSINORE, LAKE 1100 Sedirnentation/Siltati 9 SAN ELIJO LAGOON 1100 on Sedimentation/Siltati on 9 LOS PENASQUITOS LAGOON 1100 Sedimentation/Siltati On 9 AGUA HEDIONDA LAGOON ' 1100 Sedimentation/Siltati On 9' BUENA VISTA LAGOON 1100 Sedimentation/Siltati NEW OWNER INFORMATION AND CHANGE OF INFORMATION (COI) FORM FOR THE GENERAL CONSTRUCTION PERMIT NO. CAS000002 Owners Name: Date: WDID No.: Date of Last NOT Change: Prepared By: Signature of Preparer: - - Area Transferred (acres)1 column 1 Area Remaining (acres)2 column 2 Lot/Tract Numbers Transferred Contact Person and Company Name of NewOwner(s) Add ress(es) of the New Owner(s) Phone # of New Owner . Is Const/Post Construction Complete? Yes/No Date of Ownership Transfer 2 3 4 - 5 6 7 8 9 10 - Use approximate area (in acres) if no exact figure is available. - 2CalcuIate running total in this column as follows: Enter in column 2, line 1, the area from NOT minus the area in column 1. Enter in column 2, line 2, the area in column 2, line 1, minus the area in line 2, column 1. Enter in column 2, line 3,- the area in column 2, line 2, minus the area in line 3, column 1, and so forth. S S Attachment Q Storm Water Pollution Prevention Plan Jefferson Street Contract No. 3883-1 Attachment Q List of BMP's Used in Storm Water Pollution Prevention Plan SS-1 Scheduling SS-2 Preservation of Existing Vegetation SC-7 Street Sweeping and Vacuuming SC-10 Storm Drain Inlet Protection WE-1 Wind Erosion Controls NS-1 Water Conservation Practices NS-3 Paving and Grinding Operations NS-6 Illicit Connection / Illegal Discharge Detection and Reporting NS-7 Potable Water / Irrigation NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance WM-i Material Delivery and Storage WM-2 Material Use WM-4 Spill Prevention and Control WM-5 Solid Waste Management WM-6 Hazardous Waste Management WM-8 Concrete Waste Management WM-9 Sanitary / Septic Waste Management BMP-1 Oil Absorbent Pads BMP-2 Spill Kits BMP-3 Utility Tray 0 Scheduling 01) - \ \ p->-- : \ A", 44 t's I It's 'Iss-il Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management '1) Definition and This best management practice (BMP) involves developing, for every project, a Purpose schedule that includes sequencing of construction activities with the implementation of construction site BMPs such as temporary soil stabilization (erosion control) and temporary sediment controls measures. The purpose is to • reduce the amount and duration of soil exposed to erosion by wind, rain, runoff • and vehicle tracicing,and to perforrnthe construction activities and control • practices in accordance with the planned schedule. Apprbpriate Cisttuctiön seqiiencingshàll be scheduled to minimize land disturbance for all Applications projects during the rains' and non-rainy season. Appropriate BMPs shall be implemented .duiing both rainy and non-rainy seasons. Limitations None, identified. . . •', Standards and • Developing a schedule and planning the project are the very first steps in an Specifications effective storm water program. The schedule shall clearly show how the rainy season relates to soil-disturbing and re-stabilization activities. The construction schedule shall be incorporated into the SWPPP or WPCP. The schedule shall include, detail on the rainy season implementation and deployment of: - Temporary soil stabilization. BMPs. - Temporary sediment control BMPs. - Tracking control BMPs. - Wind erosion control BMPs. LV , Caltrans Storm Water Quality Handbooks • ,. Section 3 Construction Site Best Management Practices Manual • • Scheduling SS-1 March 1, 2003 1 of '3 Scheduling ss-11 - Non-storm water BMPs. - Waste management and materials pollution control BMPs. Schedule shall also include dates for significant long-term operations or activities that may have planned non-storm water discharges such as dewatering, sawcutting, grinding, drilling, boring, crushing, blasting, painting, hydro-demolition, mortar mixing, bridge cleaning, etc. Schedule work to minimize soil disturbing activities during the rainy season. Develop the sequencing and timetable for the start and completion of each item such as site clearing and grubbing, grading, excavation, paving, pouring foundations, installing utilities, etc., to minimize the active construction area during the rainy season. Schedule major grading operations for the non-rainy season when practical. Stabilize non-active areas within 14 days from the cessation of soil-disturbing activities or one day prior to the onset of precipitation, whichever occurs first. Monitor the weather forecastfor rainfall. When rainfall is predicted, adjust the construction schedule to allow the implementation of soil stabilization and sediment controls and sediment treatment controls on all disturbed areas prior to the onset of rain. Be prepared year-round to deploy soil stabilization and sediment control practices as required by Section 2 of this Manual. Erosion may be caused during dry seasons by unseasonal rainfall, wind, and vehicle tracking. Keep the site stabilized year-round, and retain and maintain rainy season sediment trapping devices in operational condition. Sequence trenching activities so that most open portions are closed before new trenching begins. Incorporate staged seeding and re-vegetation of graded slopes as work progresses. Consider scheduling when establishing permanent vegetation (appropriate planting time for specified vegetation). Apply permanent erosion control to areas deemed substantially complete during the project's defined seeding window. Jfr Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Scheduling SS-1 March 1, 2003 • 2of3 Scheduling ss-iI Maintenance and • Verify that work is progressing in accordance with the schedule. If progress Inspection deviates, take corrective actions. Amend the schedule when changes are warranted or when directed by the Resident Engineer (RE). The Special Provisions require annual submittal of a rainy season implementation schedule. Amend the schedule prior to the rainy season to show updated information on the deployment and implementation of construction site BMPs. O'D ,CA* Caltrans Storm Water Quality Handbooks - Section 3 Construction Site Best Management Practices Manual Scheduling SS-1 March 1, 2003 3 of 3 PreservatiOnof Existing Vege4ation_''1Ss-2I 4 4, •44. - . - ____________________ 05 Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Mterials and Waste Management Definition ard-Preservation ofexistingvegetationis-theidentification-and protection-of desirable Purpose vegetation that provides erosion and sediment control benefits. Appropriate Preserve existing vegetation at areas on a site where no construction activity is Applications planned or will occur at a later date., Specifications for preservation of existing vegetation can be found in Standard Specifications, Section 7- 1.11 On a year-round basis, temporary fencing shall be provided prior to the commencement of clearing and grubbing operations or other soil-disturbing activities in areas. .4 . •. .- .. - and grubbing operations should staged preserve existing Clearing be to • vegetation. - • Limitations Protection of existing vegetation requires planning, and may limit the area available for construction activities. - -- Standards and Timing •• Specifications . Preservation of existing vegetation shall be provided prior to the commencement of clearing and grubbing operations or other soil-disturbing - , activities in areas identified on the plans to be preserved, especially on areas • designated as Environmentally Sensitive Areas (ESAs). Preservation of existing vegetation shall conform to scheduling requirements set forth in the special provisions. • •. a . - - LV , Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual • Preservation of Existing Vegetation SS-2 March 1, 2003 , 1of3 Preservation of Existing Vegetation ISS-21 Design and Layout Mark areas to be preserved with temporary fencing made of orange polypropylene that is stabilized against ultraviolet light. The temporary fencing shall be at least 1 meter (3.2. ft) tall and shall have openings not larger than 50 mm by 50 mm (2 in by 2 in). Fence posts shall be either, wood or metal, at the Contractor's discretion, as appropriate for the intended purpose. The post spacing and depth shall be adequate to completely support the fence in an upright position. Minimize the disturbed areas by locating temporary roadways to avoid stands of trees and shrubs and to follow existing contours to reduce cutting and filling. Consider the impact of grade changes to existing vegetation and the root zone. Installation Construction materials, equipment storage, and parking areas shall be located where they will not cause root compaction. Keep equipment away from trees to prevent trunk and root damage. Maintain existing irrigation systems. Employees and subcontractors shall be instructed to honor protective devices. No heavy equipment, vehicular traffic, or storage piles of any construction materials shall be permitted within the drip line of any tree to be retained. Removed trees shall not be felled, pushed, or pulled into any retained trees. Fires shall not be permitted within 30 in (100 ft) of the drip line of any retained trees. Any fires shall be of limited size, and shall be kept under continual surveillance. No toxic or construction materials (including paint, acid, nails, gypsum board, chemicals, fuels, and lubricants) shall be stored within 15 in (50 ft) of the drip line of any retained trees, nor disposed of in any way which would injure vegetation. Trenching and Tunneling Trenching shall be as far away from tree trunks as possible, usually outside of the tree drip line or canopy. Curve trenches around trees to avoid large roots or root concentrations. If roots are encountered, consider tunneling under them. When trenching and/or tunneling near or under trees to be retained, tunnels shall be at least 450 mm (18 in) below the ground surface, and not below the tree center to minimize impact on the roots. Tree roots shall not be left exposed to air; they shall be covered with soil as soon as possible, protected, and kept moistened with wet burlap or peat moss• until the tunnel and/or trench can be completed. r Caltrans Storm Water Quality Handbooks . Section 3 Construction Site Best Management Practices Manual Preservation of Existing Vegetation SS-2 March l2003 • . 2of3 Preservation of Existing Vegetation ss-21 The ends of damaged or cut roots shall be cut off smoothly. Trenches and tunnels shall be filled as soon as possible. Careful filling and tamping will eliminate air spaces in the soil which can damage roots. Remove any trees intended for retention if those trees are damaged seriously enough to affect their survival. If replacement is desired or required, the new tree shall be of similar species, and at least 50 mm (2 in) caliper, unless otherwise required by the contract documents. After all other work is complete, fences and barriers shall be removed last. This is because protected trees may be destroyed by carelessness during the final cleanup and landscaping. Maintenance and During construction, the limits of disturbance shall remain clearly marked at all Inspection times. Irrigation or maintenance of existing vegetation shall conform to the requirements in the landscaping plan. If damage to protected trees still occurs, maintenance guidelines described below shall be followed: Serious tree injuries shall be attended to by an arborist. During construction, District Environmental shall be contacted to ensure that ESAs are protected. O LVfr, Caltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Preservation of Existing Vegetation SS-2 , March l2003 30f3 Street Sweeping and Vacuuming ssv 'I V Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and Practices to remove tracked sediment to prevent the sediment from entering a Purpose storm drain or watercourse. 9 Appropriate These practices are implemented anywhere sediment is tracked from the project Applications site onto public or private paved roads, typically at points of ingress/egress. Limitations Sweeping and vacuuming may not be effective when soil is wet or muddy. Standards and • Kick brooms or sweeper attachments shall not be used Specifications Inspect potential sediment tracking locations daily. Visible sediment tracking shall be swept and/or vacuumed daily. If not mixed with debris or trash, consider incorporating the removed sediment back into the project. Maintenance and • Inspect ingress/egress access points daily and sweep tracked sediment as Inspection needed, or as required by the Resident Engineer (RE). Be careful not to sweep up any unknown substance or any object that may be potentially hazardous. Adjust brooms frequently; maximize efficiency of sweeping operations. After sweeping is finished, properly dispose of sweeper wastes at an approved dumpsite in conformance with the provisions in Standard Specifications Section 7-1.13 . Ole g Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Street Sweeping and Vacuuming SC-7 March 1, 2003 1 of 1 Storm Drain Inlet Protection SC-101 Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management S Definition and Devices used at storm drain inlets that are subject to runoff from construction Purpose activities to detain and/or to filter sediment-laden runoff to allow sediment to settle and/or to filter sediment prior to discharge into storm drainage systems or watercourses. Appropriate # Where ponding will not encroach into highway traffic. Applications # Where sediment laden surface runoff may enter an inlet. # Where disturbed drainage areas have not yet been permanently stabilized. # Where the drainage area is 0.4 ha (1 ac) or less. # Appropriate during wet and snow-melt seasons. Limitations # Requires an adequate area for water to pond without encroaching upon traveled way and should not present itself to be an obstacle to oncoming traffic. # May require other methods of temporary protection to prevent sediment-laden storm water and non-storm water discharges from entering the storm drain system. # Sediment removal may be difficult in high flow conditions or if runoff is heavily sediment laden. If high flow conditions are expected, use other on- site sediment trapping techniques (e.g. check dams) in conjunction with inlet protection. # Frequent maintenance is required. # For drainage areas larger than 0.4 ha (1 ac), runoff shall be routed to a . sediment trapping device designed for larger flows. See BMPs SC-2, "SedimentlDesilting Basin," and SC-3 "Sediment Trap." CA* Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Storm Drain Inlet Protection SC-10 March 1, 2003 1 of 7 Storm Drain Inlet Protection Isc-iol S # Filter fabric fence inlet protection is appropriate in open areas that are subjecf to sheet flow and for flows not exceeding 0.0 14 m3/s (0.5 cfs). # Gravel bag barriers for inlet protection are applicable when sheet flows or concentrated flows exceed 0.014 m3/s (0.5 cfs), and it is necessary to allow for overtopping to prevent flooding. # Fiber rolls and foam barriers are not appropriate for locations where they cannot be properly anchored tothe surface. # Excavated drop inlet sediment traps are appropriate where relatively heavy flows are expected and overflow capability is needed. Standards and Identify existing and/or planned storm drain inlets that have the potential to Specifications, receive sediment-laden surface runoff. Determine if storm drain inlet protection is needed, and which method to use. Methods and Installation # DI Protection Type 1 -Filter Fabric Fence -The filter fabric fence (Type 1) protection is illustrated on Page 5. Similar to constructing a silt fence. See BMP SC-I, "Silt Fence." Do not place filter fabric underneath the inlet grate since the collected sediment may fall into the drain inlet when the fabric is removed or replaced. 5 # DI Protection Type 2- Excavated Drop Inlet Sediment Trap -The excavated drop inlet sediment trap (Type 2) is illustrated in Page 6. Similar to constructing a temporary silt fence, See BMP SC-1, "Silt Fence." Size excavated trap to provide a minimum storage capacity calculated at the rate of 130 M3 /ha (67 yd3/ac) of drainage area. # DI Protection Type 3— Gravel bag - The gravel bag barrier (Type 3) is illustrated in Page 7. Flow from a severe storm shall not overtop the curb. In areas of high clay and silts, use filter fabric and gravel as additional filter media. Construct gravel bags in accordance with BMP SC-6, "Gravel Bag Berm." Gravel bags shall be used due to their high permeability. # DI Protection Type 4—Foam Barriers and Fiber Rolls - Foam barrier or fiber roll (Type 4) is placed around the inlet and keyed and anchored to the surface. Foam barriers and fiber rolls are intended for use as inlet protection where the area around the iiilet is unpaved and the foam barrier or fiber roll can be secured to the surface. RE or Construction Storm Water Coordinator approval is required. g Caltrans Storm Water Quality Handbooks - . Section 4 Construction Site Best Management Practices Manual - Storm Drain Inlet Protection SC-10 March 1, 2003 2 of 7 Storm Drain Inlet Protection SC-101 S Maintenance and General Inspection # Inspect all inlet protection devices before and after every rainfall event, and weekly during the rest of the rainy season. During extended rainfall events, inspect inlet protection devices at least once every 24 hours. # Inspect the storm drain inlet after severe storms in the rainy season to check for bypassed material. # Remove all inlet protection devices within thirty days after the site is stabilized, or when the inlet protection is no longer needed. - Bring the disturbed area to final grade and smooth and compact it. Appropriately stabilize all bare areas around the inlet. - Clean and re-grade area around the inlet and clean the inside of the storm drain inlet as it must be free of sediment and debris at the time of final inspection. Requirements by Method # Type 1 - Filter Fabric Fence - This method shall be used for drain inlets requiring protection in areas 5 where finished grade is established and erosion control seeding has been applied or is pending. - Make sure the stakes are securely driven in the ground and are structurally sound (i.e., not bent, cracked, or splintered, and are reasonably perpendicular to the ground). Replace damaged stakes. - Replace or clean the fabric when the fabric becomes clogged with sediment. Make sure the fabric does not have any holes or tears. Repair or replace fabric as needed or as directed by the RE. - At a minimum, remove the sediment behind the fabric fence when accumulation reaches one-third the height of the fence or barrier height. Removed sediment shall be incorporated in the project at locations designated by the RE or disposed of outside the highway right-of-way in conformance with the Standard Specifications Section 7-1.13. # Type 2- Excavated Drop Inlet Sediment Trap - This method may be used for drain inlets requiring protection in areas that have been cleared and grubbed, and where exposed soil areas are subject to grading. - Remove sediment from basin when the volume of the basin has been reduced by one-half. LV , caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Storm Drain Inlet Protection SC-10 March 1, 2003 3 of 7 Storm Drain Inlet Protection # Type 3 - Gravel Bag Barrier is - This method may be used for drain inlets surrounded by AC or paved surfaces. - Inspect bags for holes, gashes, and snags. - Check gravel bags for proper arrangement and displacement. Remove the sediment behind the barrier when it reaches one-third the height of the barrier. Removed sediment shall be incorporated in the project at locations designated by the RE or disposed of outside the highway right- of-way in conformance with the Standard Specifications Section 7-1.13. # Type 4 Foam Barriers and Fiber Rolls - This method may be used for drain inlets requiring protection in areas that have been cleared and grubbed, and where exposed soil areas subject to grading. RE or Construction Storm Coordinator approval is required. - Check foam barrier or fiber roll for proper arrangement and displacement. Remove the sediment behind the barrier when it reaches one-third the height of the barrier. Removed sediment shall be incorporated in the project at locations designated by the RE or disposed of outside the highway right-of-way in conformance with the Standard Specifications. g Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Storm Drain Inlet Protection SC-10 March 1, 2003 4 of 7 Storm Drain Inlet Protection Fence per 50-01 SECTION A-A 150 mm Mm overlap at ends of silt fence. Drain inlet JA : jffj: ±4 Geotextile Blanket Sheet flow A >< Less than I 0.4 ha (1 ac) —Silt Fence per 50-01 I X PLAN DI PROTECTION TYPE 1 NOT TO SCALE NOTES For use in areas where grading has been completed and final soil stabilization and seeding are pending. Not applicable in paved areas. Not applicable with concentrated flows. Lv , Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual March 1, 2003 Section 4 Storm Drain Inlet Protection SC-10 5 of 7 Storm Drain Inlet Protection Isciol Stabilize, area and grade uniformly around perimeter S Ceo t e x t I e B an <el: Silt fence Per SC-01 1:1 slope 3 Mm 300 mm Mm 600 mm Max Note: 'I I I" Remove sediment 1.2 m ± before reaching one—third full. Section AA flaw Concentrated Rock filter(use if flow is concentrated) [ - i X Edge of A i - r-Drain sediment hap I I inlet Sheet flow —Geotextile < Blanket L - - - - - -- - - - - - -- ----—Silt fence Per SC-01 1 \u Plan \ \ \ J DI PROTECTION TYPE 2 NOT TO SCALE Notes 1. For use in cleared and grubbed and in graded areas. - 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2: 1 ratio with length oriented towards direction of flow. Cv Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual . Storm Drain Inlet Protection SC-10 March 1 2003 6 of 7 Storm Drain Inlet Protection SC-1 01 Inlet /-Edge of! Pavement MWO.W.1AIn Spillway, 1-bag high I \_Crovel Bogs 2-bags high TYPICAL PROTECTION FOR INLET WITH OPPOSING FLOW DIRECTIONS /-Edge of Pavement ,-Inlet Flow Flow Spillway, 1-bog high Gravel Bogs 2-bags high TYPICAL PROTECTION FOR INLET WITH SINGLE FLOW DIRECTION NOTES: Intended for short-term use. Use to inhibit non-storm water flow. Allow for proper maintenance and cleanup. Bags must be removed after adjacent operation is completed Not applicable in areas with high silts and clays without filter fabric. C C Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual March 1, 2003 Section 4 Storm Drain Inlet Protection SC-10 7 of 7 I Standard Symbol Definition and'Wind erosion control consists of applying water andlor other dust palliatives as Purpose necessary, to prevent or alleviate erosion by the forces of wind Dust control shall be applied in accordance with Caltrans standard practices Covering of small stockpiles or areas is an alternative to applying water or other dust palliatives. t) Appropriate # 'This practice is implemented on all exposed soils subject to wind erosion Applications Limitations # Effectiveness depends on soil, temperature, humidity, and wind velocity Standards and # Water shall be applied b means of pressure'-type distributors or pipelmes Specifications equipped with a spray system or hoses and nozzles that will ensure even distribution # All distribution equipment shall be equipped with a positive means of shutoff. # Unless water is applied by means of pipelines, at least one mobile unit shall' be available at all times to apply1water or dust palliative to the project # If reclaimed water is used, the sources and discharge must meet California Department of Health Services water reclamation criteria and the Regional Water Quality Control Board requirements Non-potable water shall not be conveyed in tanks or dram pipes that will be used to convey potable water and there shall be no connection between potable and non-potable supplies Non- potable tanks, pipes and other conveyances shall be marked NON- POTABLE WATER'- DO NOT DRINK' # Matenals applied as temporary soil stabilizers and soil binders will also provide wind erosion control benefits Maintenance and # Check areas that have been protected to ensure coverage Inspection I) -. g Caltrans Storm Water Quality Handbooks Section 5 Construction Site Best Management Practices Manuai Wind Erosion Control WE -1 March 1 2003 1 of 1 - Water Conservation Practices BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and Water conservation practices are activities that use water during the construction of Purpose a project in a manner that avoids causing erosion and/or the transport of pollutants off site. Appropriate • Water conservation practices are implemented on all construction sites and Applications wherever water is used. Applies to all construction projects. Limitations • None identified. Standards and • Keep water equipment in good working condition. Specifications Stabilize water truck filling area. Repair water leaks promptly. Vehicles and equipment washing on the construction site is discouraged. Avoid using water to clean construction areas. Do not use water to clean pavement. Paved areas shall be swept and vacuumed. Direct construction water runoff to areas where it can infiltrate into the ground. Apply water for dust control in accordance with the Standard Specifications Section 10, and WE-I, "Wind Erosion Control." • Report discharges to RE immediately. g Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Water Conservation Practices NS-1 March 1, 2003 1 of 2 Water Conservation Practices 0- Maintenance and • Inspect water equipment at least weekly. Inspection Repair water equipment as needed. 40 g Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Water Conservation Practices NS-1 aDeviw March 1, 2003 2of2 Paving and Grinding Operations Standard Symbol BMP Objectives O Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and Procedures and practices for conducting paving, saw cutting, and grinding Purpose operations to minimize the transport of pollutants to the storm drain system or receiving water body. - . Appropriate These procedures are implemented where paving, surfacing, resurfacing, grinding Applications or sawcutting, may pollute storm water runoff or discharge to the storm drain system or watercourses. Limitations # Finer solids are not effectively removed by filtration systems. # Paving opportunities maybe limited during wet weather. Standards and # Substances used to coat asphalt transport trucks, asphalt trucks, and asphalt Specifications spreading equipment shall not contain soap and shall be non-foaming and non-toxic. # Place plastic materials under asphaltic concrete (AC) paving equipment while not in use, to catch and/or contain drips and leaks. See also BMP WM4, "Spill Prevention and Control." # When paving involves AC, the following steps shall be implemented to prevent the discharge of uncompacted or loose AC, tack coats, equipment cleaners, or other paving materials: - Minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks by sweeping. - Old or spilled asphalt must be recycled or disposed as approved by the Resident Engineer (RE). . I. Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1 2003 . 1of 4 Paving and Grinding Operations INS-31 - AC grindings, pieces, or chunks used in embankments or shoulder backing must not be allowed to enter any storm drain or watercourses. Install silt fence until structure is stabilized or permanent controls are in place. - Collect and remove all broken asphalt and recycle when practical; otherwise, dispose in accordance with Standard Specification 7-1.13. - Any AC chunks and pieces used in embankments must be placed above the water table and covered by at least 0.3 in (1 ft) of material. - During chip seal application and sweeping operations, petroleum or petroleum covered aggregate must not be allowed to enter any storm drain or water courses. Use silt fence until installation is complete. - Use only non-toxic substances to coat asphalt transport trucks and asphalt spreading equipment. # Drainage inlet structures and manholes shall be covered with filter fabric during application of seal coat, tack coat, slurry seal, and/or fog seal. # Seal coat, tack coat, slurry seal, or fog seal shall not be applied if rainfall is predicted to occur during the application or curing period. # Paving equipment parked onsite shall be parked over plastic. to prevent soil contamination. # Clean asphalt-coated equipment off-site whenever possible. When cleaning dry, hardened asphalt from equipment, manage hardened asphalt debris as described in BMP WM-5, "Solid Waste Management." Any cleaning onsite shall follow BMP NS-8, "Vehicle and Equipment Cleaning." # Do not wash sweepings from exposed aggregate concrete into a storm drain system. Collect and return to aggregate base stockpile, or dispose of properly. # Allow aggregate rinse to settle. Then, either allow rinse water to dry in a temporary pit as described in BMP WM-8, "Concrete Waste Management," or dispose in accordance with Standard Specifications Section 7-1.13. # Do not allow saw-cut Portland Concrete Cement (PCC) slurry to enter storm drains or watercourses. Pavement Grinding or Removal # Residue from PCC grinding operations shall be picked up by means of a vacuum attachment to the grinding machine, shall not be allowed to flow across the pavement, and shall not be left on the surface of the pavement. See also BMP WM-8, "Concrete Waste Management;" and BMP WM-10, "LiqUid Waste Management," and Standard Specifications Section 42-2 "Grindings." S LV Caltrans Storm Water Quality Handbooks - Section 7 Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1 2003 2 of 4 Paving and Grinding Operations Ns-31 # Collect pavement digout material by mechanical or manual methods. This material may be recycled if approved by the RE for use as shoulder backing or base material at locations approved by the RE. # If digout material cannot be recycled, transport the material back to a maintenance facility or approved storage site. # Digout activities shall not be conducted in the rain. # When approved by the RE, stockpile material removed from roadways away from drain inlets, drainage ditches, and watercourses and stored consistent with BMP WIvI-3, "Stockpile Management." # Disposal or use of AC grindings shall be approved by the RE. See also BMP WM-8, "Concrete Waste Management." Thermoplastic Striping # All thermoplastic striper and pre-heater equipment shutoff valves shall be inspected to ensure that they are working properly to prevent leaking thermoplastic from entering drain inlets, the storm water drainage system, or watercourses. # The pre-heater shall be filled carefully to prevent splashing or spilling of hot thermoplastic. Leave six inches of space at the top of the pre-heater container when filling thermoplastic to allow room for material to move when the vehicle is deadheaded. # Contractor shall not pre-heat, transfer, or load thermoplastic near drain inlets or watercourses. # Clean truck beds daily of loose debris and melted thermoplastic. When possible recycle thermoplastic material. Thermoplastic waste shall be disposed of in accordance with Standard Specification 74.13. Raised/Recessed Pavement Marker Application and Removal # Do not transfer or load bituminous material near drain inlets, the storm water drainage system or watercourses. # Melting tanks shall be loaded with care and not filled to beyond six inches from the top to leave room for splashing when vehicle is deadheaded. # When servicing or filling melting tanks, ensure all pressure is released before removing lids to avoid spills. # On large scale projects, use mechanical or manual methods to collect excess bituminous material from the roadway after removal of markers. # Waste shall be disposed of in accordance with Standard Specification 7-1.13. LV , Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1, 2003 30f4 Paving and Grinding Operations NS-31 Maintenance and # Inspect and maintain machinery regularly to minimize leaks and drips. Inspection # Ensure that employees and subcontractors are implementing appropriate measures during paving operations. LV Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1 2003 4 of 4 Illicit Connection/illegal Discharge INS-61 Detection and Reporting i) /r Standard Symbol BMP Objectives Soil Stabilization Sediment Control Trackihg Control Wind Erosion Control Non-Storm Water Management o.Materialsand Waste. Management t: Definition and Procedures and practices designed for construction contractors to recognize illicit Purpose connections or illegally dumped or discharged materials on a construction site and report incidents to the Resident Engineer (RE). Appropriate # Illicit connection/illegal discharge detection and reporting is applicable Applications anytime an illicit connection or discharge is discovered or illegally dumped material is found on the construction site. # This best management practice (BMP) applies to all construction projects. Limitations # Unlabeled or non-identifiable material shall be assumed to be hazardous. # Illicit connections and illegal discharges 'or dumping, for the purposes of this BMP, refer to discharges and dumping caused by parties other than the contractor. -. # Procedures and practices presented in this BIvIP are general. Contractor shall use extreme caution, immediately notify the RE when illicit connections or illegal dumping or discharges are discovered, and take no further action unless directed by the RE. # If pre-existing hazardous materials or wastes are known to exist onsite, the contractor's responsibility will be detailed in separate special provisions. '9 LV ,, Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Illicit Connection/Illegal Discharge Detection and Reporting NS-6 March 1, 2003 1of3 S Illicit Conhectionlille ga.1 Discharge Detection and Reporting is- Standards and Planning Specifications # Inspect site before beginning the job for evidence of illicit connections or illegal dumping or discharges. # Inspect site regularly during prôjèct execution for evidence of illicit connections or illegal dumpingor discharges.. # Observe site perimeter for evidence or-pot I ential of illicitly discharged or illegally dumped material, whidh.'may enter the job site. Identification of illicit connections and illegal dumping or discharges. # Solids - Look for 'debris, or rubbish piles. Solid waste dumping often occurs on roadways with light traffic loads or in areas not easily visible from the traveled way. # Liquids - signs of illegal liquid dumping or discharge can include: - Visible signs of staining or unusual colors to the pavement or surrounding adjacent soils. - Pungent odors coming from the drainage systems. - Discoloration or oily substances in the water or stains and residues detained within ditches,, channels or drain boxes. -. Abnormal water flow during the dry weather season. # Urban Areas -Evidence of illicit connections or illegal discharges is typically. detected at storm dram outfall locations or at manholes. Signs of an illicit connection or, illegal discharge can include: Abnormal water flow during the dry weather season. - Unusual flows in subdrain systems used fdr dewatering. - Pungent odors coming from the drainage systems. - Discoloration or oily substances in the water or stains and residues detained within ditches, channels or drain 'boxes. - Excessive sediment deposits, particularly adjacent to or near active off- site construction projects. LV Caltrans Storm Water Quality Handbooks , . Section 7 Construction Site Best Management Practices Manual Illicit Connection/Illegal Discharge Detection and Reporting NS-6 March . . . ' of 3 Illicit Connection/Illegal Discharge INS-61 SD Detection and Reporting # Rural Areas - Illicit connections or illegal discharges involving irrigation drainage ditches are detected by visual inspections. Signs of an illicit discharge can include: - Abnormal water flow during the dry weather season. - Non-standard junction structures. - Broken concrete or other disturbances at or near junction structures. Reporting # Notify the RE of any illicit connections and illegal dumping or discharge incidents at the time of discovery. The RE will notify the District Construction Storm Water Coordinator and the Construction Hazmat Coordinator for reporting. Cleanup and The contractor is not responsible for investigation and cleanup of illicit or illegal Removal dumping or discharges not generated by the contractor. Caltrans may direct contractor to clean up non-hazardous dumped or discharged material on the construction site. - Jr*Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Illicit Connection/Illegal Discharge Detection and Reporting NS-6 absvjw March 1, 2003 3of3 C Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual March 1, 2003 Section 7 Potable Water/Irrigation NS-7 1 of 2 Potable Water/Irrigation Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management. Materials and Waste Management Definition and Potable Water/Irrigation management consists of practices and procedures to Purpose manage the discharge of potential pollutants generated during discharges from irrigation water lines, landscape irrigation, lawn or garden watering, planned and unplanned discharges from potable water sources, water line flushing, and hydrant flushing. Appropriate Implement this BMP whenever the above activities or discharges occur at or enter Applications a construction site. Limitations # None identified. Standards and # Inspect irrigated areas within the construction limits for excess watering. Specifications Adjust watering times and schedules to ensure that the appropriate amount of water is being used and to minimize runoff. Consider factors such as soil structure, grade, time of year, and type of plant material in determining the proper amounts of water for aspecific area. # RE approval is required prior to commencing any washing activities that could discharge to the storm drain or receiving waterbody. # Where possible, direct water from off-site sources around or through a construction site in a way that minimizes contact with the construction site. # When possible, discharges from water line flushing shall be reused for landscaping purposes. # Shut off the water source to broken lines, sprinklers, or valves as soon as possible to prevent excess water flow. # Protect downstream storm water drainage systems and watercourses from water pumped or bailed from trenches excavated to repair water lines. Potable Water/Irrigation INS-71 S Maintenance and # Repair broken water lines as soon as possible or as directed by the RE. Inspection # Inspect irrigated areas regularly for signs of erosion and/or discharge. S 0- A*Caltrans Storm Water Quality Handbooks . Section 7 Construction Site Best Management Practices Manual Potable Water/Irrigation NS-7 2 of 2 March 1, 2003 Vehicle and Equipment Cleaning Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Wste Management LIA • Definition and Vehicle and equipment cleaning procedures and practices are used to minimize or Purpose eliminate the discharge of pollutants from vehicle and equipment cleaning operations to storm drain system or to watercourses. Appropriate These procedures are applied on all construction sites where vehicle and Applications equipment cleaning is performed. Limitations # None. Standards and # On-site vehicle and equipment washirg is discouraged. Specifications. # Cleaning of vehicles and equipment with soap, solvents or steam shall not occur on the project site unless the Resident Engineer (RE) has been notified in advance and the resulting wastes are fully contained and disposed of outside the highway right-of-way in conformance with the provisions in the Standard Specifications Section 7-1.13. Resulting wastes and by-products shall not be discharged or buried within the highway right-of-way, and must be captured and recycled or disposed according to the requirements of WM-lO, "Liquid Waste Management" or WM-6, "Hazardous Waste Management," depending on the waste characteristics. Minimize use of solvents. The use of diesel for vehicle and equipment cleaning is prohibited. # Vehicle and equipment wash water shall be contained for percolation or evaporative drying away from storm drain inlets or watercourses and shall not be discharged within the highway right-of-way. Apply sediment control BMPs if applicable. # All vehicles/equipment that regularly enter and leave the construction site must be cleaned off-site. g Caltrans Storm Water Quality Handbooks . Section 7 Construction Site Best Management Practices Manual Vehicle and Equipment Cleaning NS-8 March 1, 2003 1 of 2 Vehicle and Equipment Cleaning # When vehicle/equipment washing/cleaning must occur onsite, and the operation cannot be located within a structure or building equipped with appropriate disposal facilities, the outside cleaning area shall have the following characteristics, and shall be arranged with the construction storm water coordinator: - Located away from storm drain inlets, drainage facilities, or watercourses. - Paved with concrete or asphalt and bermed to contain wash waters and to prevent run-on and runoff..' - Configured with a sump to allow collection and disposal of wash water. - Wash waters shall not be discharged to storm drains or watercourses. - Used only when necessary. # When cleaning vehicles/equipment with water: - Use as little water as possible. High pressure sprayers may use less water than a hose, and shall be considered. - Use positive shutoff valve to minimize water usage. - Facility wash racks shall discharge to a sanitary sewer, recycle system or other approved discharge system and shall not discharge to the storm drainage system or watercourses. Maintenance and # The control measure shall be inspected at a minimum of once a week. Inspection - # Monitor employees and subcontractors throughout the duration of the construction project to ensure appropriate practices are being implemented. # Inspect sump regularly and remove liquids and sediment as needed or as directed by the RE. LV , Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Vehicle and Equipment Cleaning NS-8 March 1 2003 2 of 2 Vehicle and Equipment Fueling 0 Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management S L:] Definition and Vehicle and equipment fueling procedures and practices are designed to minimize Purpose or eliminate the discharge of fuel spills and leaks into storm drain systems or to watercourses. . Appropriate These procedures are applied on all construction sites where vehicle and Applications equipment fueling takes placél Limitations # Onsite vehicle and equipment fueling shall only be used where it's impractical - to send vehicles and equipment off-site for fueling. Standards and # When fueling must occur onsite, the contractor shall select and designate an Specifications area to be used, subject to approval of the Resident Engineer (RE). # Absorbent spill clean-up materials and spill kits shall be available in fueling areas and on fueling trucks and shall be disposed of properly after use. # Drip pans or absorbent pads shall be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. # Dedicated fueling areas shall be protected from storm water run-on and runoff, and shall be located at least 15 m (50 ft) from downstream drainage facilities and watercourses. Fueling must be performed on level-grade areas. # Nozzles used in vehicle and equipment fueling shall be equipped with an automatic shut-off to control drips. Fueling operations shall not be left unattended. # Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and to contain spills. LV Caltrans Storm Water Quality Handbooks Section 7 Construction Site Best Management Practices Manual Vehicle and Equipment Fueling NS-9 March 1, 2003 - 1 of 2 Vehicle and Equipment Fueling NS-91 # Use vapor recovery nozzles to help control drips as well as air pollution where required by Air Quality Management Districts (AQMD). Ensure the nozzle is secured upright when not in use. # Fuel tanks shall not be "topped-off." # Vehicles and equipment shall be inspected on each day of use for leaks. Leaks shall be repaired immediately or problem vehicles or equipment shall be removed from the project site. I # Absorbent spill cIeanup materials shall be available in fueling and maintenance areas and used on small spills instead of hosing down or burying techniques.. The spent absorbent material shall be removed promptly and disposed of properly.. # Federal, state, and local requirements shall be observed for any stationary above ground storage tanks. Refer to WM-1, "Material Delivery and Storage." # Mobile fueling of construction equipment throughou the site shall be minimized. Whenever practical, equipment shall be transported to the designated fueling area. Maintenance and # Fueling areas and storage tanks shall be inspectd regularly. Inspection # Keep an ample supply of spill cleanup material on the site. # Immediately cleanup spills and properly dispose of contaminated soil and cleanup materials. 'S LV , Caltrans Storm Water Quality Handbooks . Section 7 Construction Site Best Management Practices Manual Vehicle and Equipment Fueling NS-9 March 1, 2003 2 of 2 ------ - 01 OF -: RP S • U D II z1 Standard Symbol : i J •• - - 1.. Definition and Pf6èduies aThdpractices to nffi mzf e1mufftthdih of1lUtfit to Purpose the storm dram systems or to watercourses from vehicle and equipment maintenance procedures Appropriate These procedures are applied on all construction projects where an onsite yard Applications area is necessary for storage and maintenance of heavy equipment and vehicles Limitations # None identified Standards and # Drip pans or absorbent pads shall be used durmg vehicle and equipment Specifications maintenance work that mvolves fluids, unless the maintenance work is performed over, an impermeable surface in a dedicated maintenance area # All maintenance areas are requred to have spill kits and/or use other spill protection devices # Dedicated maintenance areas shall be protected from storm water run-on and runoff, and shall be located at least 15 m (50 ft) from downstream drainage, facilities and watercourses # Drip Pans or plastic sheeting shall be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than one hour. 4 # Absorbent spill clean-up materials shall be available in maintenance areas and shall be disposed of properly after use Substances used to coat asphalt transport trucks and asphalt-spreading equipment shall be non-toxic # Use off -site main tenance facilities whenever practical .Th LVfr, Caltrans Storm Water Quality Handbooks V Section 7 Construction Site Best Management Practices Manual - Vehicle and Equipment Maintenance NS 10 mun March 1 2003 1 0f2 he Vehicle and Equipment Maintenance NS-1ó1 # For long-term projects, consider constructing roofs or using portable tents over maintenance areas. # Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. # Do not dump fuels and lubricants onto the ground. # Do not place used oil in a dumpster or pour into a storm drain or watercourse. # Properly dispose or recycle used batteries. # Do not bury used tires.- Repair of fluid and oil leaks immediately. # Provide spill containment dikes or secondary containment around stored oil • and chemical drums. Maintenance and # Maintain waste fluid containers in leak proof condition. Inspection # Vehicle and equipment maintenance areas shall be inspected regularly. # Vehicles and equipment shall be inspected on each day of use. Leaks shall be • repaired immediately or the problem vehicle(s) or equipment shall be removed from the project site. V # Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. C Caltrans Storm Water Quality Handbooks • V V Section 7 Construction Site Best Management Practices Manual • Vehicle and Equipment Maintenance NS-1O March 1, 2003 V • V V • 2 of 2 C Material Delivery and Storage I.- . - ., - - l I - - Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and Procedures and practices for the proper handling and storage of materials in a Purpose• manner that minimizes or eliminates the discharge of these materials to the storm drain system or to watercourses. Appropriate These procedures are implemented at all construction sites with delivery and Applications storage of the following: . # Hazardous chemicals such as: - Acids, lime, - glues, - -. adhesives, - paints, - solvents, and - curing compounds. - # Soil stabilizers and bindrs. # Fertilizers. - # Detergents. # Plaster.- • - # Petroleum products such as fuel, oil, and grease. . # Asphalt and concrete components. # Pesticides and herbicides. - # Other materials that may be detrimental if released to the environment. CV Caltrans Storm Water Quality Handbooks • Section 8 Construction Site Best Management Practices Manual Material Delivery and Storage WM-1 March 1, 2003 1 of 4 Material Delivery and Storage Limitations # Space limitation may preclude indoor storage. # Storage sheds must meet building & fire code requirements. Standards and General Specifications # Train employees and subcontractors on the proper material delivery and storage practices. # Temporary storage area shall be located away from vehicular 'traffic. # Material Safety Data Sheets (MSDS) shall be supplied to the Resident Engineer (RE) for all materials stored. Material Storage Areas and Practices Liquids, petroleum products, and substances listed in 40 CFR Parts 110, 117, or 302 shall be stored in approved containers and drums and shall be placed in temporary containment facilities for storage. # Throughout the rainy season, each temporary containment facility shall have a permanent cover and side wind protection or be covered during non-working days and prior to and during rain events. # A temporary containment facility shall provide for a spill containment volume able to contain precipitation from a 24-hour, 25-year storm event, plus the greater of 10% of the aggregate volume of all containers or 100% of the capacity of the largest container within its boundary, whichever is greater. A temporary containment facility shall be impervious to the materials stored therein for a minimum contact time of 72 hours. # A temporary containment facility shall be maintained free of accumulated rainwater and spills. In the event of spills or leaks, accumulated rainwater and spills shall be collected and placed into drums. These liquids shall be handled as a hazardous waste unless testing determines them to be non-hazardous. All collected liquids or non-hazardous liquids shall be sent to an approved disposal site. # Sufficient separation shall be provided between stored containers to allow for spill cleanup and emergency response access. # Incompatible materials, such as chlorine and ammonia, shall not be stored in the same temporary containment facility. # Materials shall be stored in their original containers and the original product labels shall be maintained in place in a legible condition. Damaged or otherwise illegible labels shall be replaced immediately. LV Caltrans Storm Water Quality Handbooks - Section 8 Construction Site Best Management Practices Manual Material Delivery and Storage WM-1 March 1, 2003 . 20f4 S S Material Delivery and Storage # Bagged and boxed materials shall be stored on pallets and shall not be allowed to acqumulate on the ground. To provide protection from wind and rain, throughout the rainy season, bagged and boxed materials shall be covered during non-working days and prior to rain events. # Stockpiles shall be protected in accordance with BMP WM-3, "Stockpile Management." # Minimize the material inventory stored on-site (e.g., only a few days supply). # Have proper storage instructions posted at all times in an open and conspicuous location. # Do not store hazardous chemicals, drums, or bagged materials directly on the ground. Place these items on a pallet and when possible, under cover in secondary containment. # Keep hazardous chemicals well labeled and in their original containers. # Keep ample supply of appropriate spill clean up material near storage areas. # Also see BMP WM-6, "Hazardous Waste Management", for storing of hazardous materials. Material Delivery Practices # Keep an accurate, up-to-date inventory of material delivered and stored on- site. # Employees trained in emergency spill clean-up procedures shall be present when dangerous materials or liquid chemicals are unloaded. Spill Clean-up # Contain and clean up any spill immediately. # If significant residual materials remain on the ground after construction is complete, properly remove and dispose any hazardous materials or contaminated soil. # See BMP WM-4, "Spill Prevention and Control", for spills of chemicals and/or hazardous materials. LV Caltrans Storm Water Quality Handbooks . Section 8 Construction Site Best Management Practices Manual Material Delivery and Storage WM-1 March 1, 2003 3 0f4 Material Delivery and Storage WMA Maintenance and # Storage areas shall be kept clean, well organized, and equipped with ample S Inspection clean-up supplies as appropriate for the materials being stored. # Perimeter controls, containment structures, covers, and liners shall be repaired or replaced as needed to maintain proper function. # Inspect storage areas before and after rainfall events, and at least weekly during other times. Collect and place into drums any spills or accumulated rainwater. S II S C Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Material Delivery and Storage WM-1 March 1, 2003 - 4of 4 fV ' Material Use -. . INM-21 tandard Symbol BMP Objectives Soil Stabilization Sediment Control Tricking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and These are procedures and practices for use of construction material in a manner Purpose that minimizes or eliminates the discharge of these materials to the storm drain system or to watercourses. - Appropriate Applications' This BMP applies to all construction projects. These procedures apply when the following materials are used or prepared on site: # Hazardous chemicals such as: . V - Acids, . - lime, V V - glues, - adhesives, V , — paints, . V - solvents, and - curing compounds. V # Soil stabilizers and binders. - # Fertilizers. - # Detergents. V • # Plaster. . •• V •• # Petroleum products such as fuel, oil, and grease. - # Asphalt and concrete components. V - # Pesticides and herbicides. V V Other materials that may be detrimental if released to the environment. V Construction Site Jfr Caltrans Storm Water Quality Handbooks V Section 8 Best Management Practices Manual • Material Use WM-2 March 1, 2003 1 of 2 Material Use Limitations • Safer alternative building and construction products may not be available or suitable in every instance. V Standards and • Material Safety Data Sheets (MSDS) shall be supplied to the Resident Specifications Engineer (RE) for all materials. Latex paint and paint cans, used brushes, rags, absorbent materials, and drop cloths, when thoroughly dry and are no longer hazardous, may be disposed of with other construction debris. Do not remove the original product label, it contains important safety and disposal information. Use the entire product before disposing of the container. Mix paint indoors, or in a containment area. Never clean paintbrushes or rinse paint containers into a street, gutter, storm drain or watercourse. Dispose of any paint thinners, residue and sludge(s), that cannot be recycled, as hazardous waste. V For water-.based paint, clean brushes to the extent practical, and rinse to a drain leading to a sanitary sewer where permitted, or into a concrete washout pit. For oil-based paints, clean brushes to the extent practical and filter and reuse thinners and solvents. Use recycled and less hazardous products when practical. Recycle residual paints, solvents, non-treated lumber, and other materials. Use materials only where and when needed to complete the construction activity. Use safer alternative materials as much as possible. Reduce or eliminate use of hazardous materials on-site when practical. Do not over-apply fertilizers and pesticides. Prepare only the amount needed. Strictly follow the recommended usage instructions. Apply surface dressings in smaller applications, as opposed to large applications, to allow time for it to work in and to avoid excess materials being carried off-site by runoff. Application of herbicides and pesticides shall be performed by a licensed applicator. Contractors are required to complete the "Report of Chemical Spray Forms" when spraying herbicides and pesticides. Keep an ample supply of spill clean up material near use areas. Train employees in spill clean up procedures. Avoid exposing applied materials to rainfall and runoff unless sufficient time has been allowed for them to dry. Maintenance and • Spot check employees and subcontractors monthly throughout the job to Inspections ensure appropriate practices are being employed. LV Caltrans Storm Water Quality Handbooks • Section 8 Construction Site Best Management Practices Manual Material Use WM-2 March 1 2003 2 of 2 azoalm Spill Prevention and Control Li BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and These procedures and practices are implemented to prevent and control spills in a Purpose manner that minimizes or prevents the discharge of spilled material to the drainage system or watercourses. Appropriate This best management practice (BMP) applies to all construction projects. Spill 40 Application control'procedures are implemented anytime chemicals and/or hazardous substances are stored. Substances may include, but are not limited to: Soil stabilizers/binders. Dust Palliatives. Herbicides. Growth inhibitors. Fertilizers. Deicing/anti-icing chemicals. Fuels. Lubricants. Other petroleum distillates. To the extent that the work can be accomplished safely, spills of oil, petroleum products, substances listed under 40 CFR parts 110, 117, and 302, and sanitary and septic wastes shall be contained and cleaned up immediately. r , Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Spill Prevention and Control WM-4 March 1 2003 1 of 4 Spill .Prevention and Control Limitations • This BMP only, applies to spills caused by the contractor. S Procedures and practices presented in this BMP are general. Contractor shall identify appropriate practices for the specific materials used or stored on-site. Standards and • To the extent that it doesn't compromise clean up activities, spills shall be Specifications covered and protected from storm water run-on during rainfall. Spills shall not be buried or washed with water. Used clean up materials, contaminated materials, and recovered spill material that is no longer suitable for the intended purpose shall be stored and disposed of in conformance with the special provisions. Water used for cleaning and decontamination shall not be allowed to enter storm drains or watercourses and shall be collected and disposed of in accordance with BMP WM-1O, "Liquid Waste Management." Water overflow or minor water spillage, shall be contained and shall not be allowed to discharge into drainage facilities or watercourses. Proper storage, clean-up and spill reporting instruction for hazardous materials stored or used on the project site shall be posted at all times in an open, conspicuous and accessible location. 5 Waste storage areas shall be kept clean, well organized and equipped with ample clean-up supplies as appropriate for the materials being stored. Perimeter controls, containment structures, covers and liners shall be repaired or replaced as needed to maintain proper function. Education in Educate employees and subcontractors on what a "significant spill" is for each material they Use, and what is the appropriate response for "significant" and "insignificant" spills. Educate employees and subcontractors on potential dangers to humans and the environment from spills and leaks. Hold regular meetings to discuss and reinforce appropriate disposal procedures (incorporate into regular safety meetings). Establish a continuing education' program to indoctrinate new employees. The Contractor's Water Pollution Control Manager (WPCM) shall oversee and enforce proper spill prevention and control measures. S C, Caltrans Storm Water Quality Handbooks . Section 8 Construction Site Best Management Practices Manual Spill Prevention and Control WM-4 March 1, 2003 . 2 of 4 Spill Prevention and Control Cleanup and Storage Procedures Minor Spills - Minor spills typically involve small quantities of oil, gasoline, paint, etc., which can be controlled by the first responder at the discovery of the spill. -. Use absorbent materials on small spills rather than hosing down or burying the spill. - Remove the absorbent materials promptly and dispose of properly. - The practice commonly followed for a minor spill is: - Contain the spread of the spill. - Recover spilled materials. - Clean the contaminated area and/or properly dispose of contaminated materials. Semi-Significant Spills - Semi-significant spills still can be controlled by the first responder along with the aid of other personnel such as laborers and the foreman, etc. This response may require the cessation of all other activities. - Clean up spills immediately: - Notify the project foreman immediately; The foreman shall notify the Resident Engineer (RE). - Contain spread of the spill. - If the spill occurs on paved or impermeable surfaces, clean up using "dry" methods (absorbent materials, cat litter and/or rags). Contain the spill by encircling with absorbent materials and do not let the spill spread widely. - If the spill occurs in dirt areas, immediately contain the spill by constructing an earthen dike. Dig up and properly dispose of contaminated soil. - If the spill occurs during rain, cover spill with tarps or other material to prevent contaminating runoff. LV ,, Caltrans Storm Water Quality Handbooks . Section 8 Construction Site Best Management Practices Manual Spill Prevention and Control WM-4 March 1, 2003 3of4 Spill Prevention and Control., S. Significant/Hazardous Spills - For significant or hazardous spills that cannot be controlled by personnel in the immediate vicinity, the following steps shall be taken: - Notify the RE immediately and follow up with a written report. - Notify the local emergency response by dialing 911. In addition to 911, the contractor will notify the proper county officials. It is the contractor's responsibility to have all emergency phone numbers at the construction site. - Notify the Governor's Office of Emergency Services Warning Center, (805) 852-7550. - For spills of federal reportable quantities, in conformance with the requirements in 40 CFR parts 110,119, and 302, the contractor shall notify the National Response Center at (800) 424-8802. - Notification shall first be made by telephone and followed up with a written report. - The services of a spills contractor or a Haz-Mat team shall be obtained immediately. Construction personnel shall not attempt to 40 clean up the spill until the appropriate and qualified staff have arrived at the job site. - Other agencies which may need to be consulted include, but are not limited to, the Fire Department, the Public Works Department, the Coast Guard, the Highway Patrol, the City/County Police Department, Department of Toxic Substances, California Division of Oil and Gas, Cal/OSHA, RWQCB, etc. Maintenance and • Verify weekly that spill control clean up materials are located near material Inspection storage, unloading, and use areas. Update spill prevention and control plans and stock appropriate clean-up materials whenever changes occur in the types of chemicals used or stored onsite. [1 LV Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Spill Prevention and Control WM-4 March 1 2003 4 of 4 Standard Symbol Definition and Solid waste management procedures and practices are designed to minimize or Purpose eliminate the discharge of pollutants to the drainage system or to watercourses as a result of the creation, stockpiling, or removal of construction site wastes Appropriate , Applications Solid waste management procedures and practices are implemented on all construction projects that generate solid wastes So1id wastes include but are not limited to # Construction wastes including brick, mortar, timber, steel and metal scraps, sawdust, pipe and electrical cuttings, non-hazardous equipment parts, styrofoam and other materials used to transport and package construction materials 1 # Highway planting wastes, including vegetative material, plant containers, and packaging materials.,-' # Litter, including food containers , beverage cans, coffee cups, paper bags, F lastic wrappers, and smoking materials, including litter generated by the public Limitations # Temporary stockpiling of certain construction wastes may not necessitate stringent drainage related controls during the non-rainy season or in desert areas with low rainfall f - - 10 ei * , Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Solid Waste Management WM 5 March 1 2003 1 0f4 Solid Waste Management M-iJ Standards and Education Specifications # The Contractor's Water Pollution Control Manager (WPCM) shall oversee and enforce proper solid waste procedures and practices. # Instruct employees and subcontractors on identification of solid waste and hazardous waste. # Educate employees and subcontractors on solid waste storage and disposal procedures. # Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings). # Require that employees and subcontractors follow solid waste handling and storage procedures. # Prohibit littering by employees, subcontractors, and visitors. # Wherever possible, minimize production of solid waste materials. Collection, Storage, and Disposal # Dumpsters of sufficient size and number shall be provided to contain the solid waste generated by the project and properly serviced. # Littering on the project site shall be prohibited. # To prevent clogging Of the storm drainage system litter and debris removal from drainage grates, trash racks, and ditch lines shall be a priority. # 'Trash receptacles shall be provided in the Contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. # Construction debris and litter from work areas within the construction limits of the project site shall be collected and placed in watertight dumpsters at least weekly regardless of whether the litter was generated by the Contractor, the public, or others. Collected litter and debris shall not be placed in or next to drain inlets, storm water drainage systems or watercourses. #. Full dumpsters shall be removed from the project site and the contents shall be disposed of outside the highway right-of-way in conformance with the provisions in the Standard Specifications Section 7-1.13. # Litter stored in collection areas and containers shall be handled and disposed of by trash hauling contractors. # Construction debris and waste shall be removed from the site every two weeks or as directed by the RE. r Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Solid Waste Managemht WM-5 March 1, 2003 2 of Solid Waste Management # Construction material visible tothe public shall be stored orstackéd:in an orderly manner to the satisfaction of the RE. # Storm water run-on shall be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Li # Solid waste storage areas shall be located at least 15 in (50 ft) from drainage facilities and watercourses and shall not be located in areas prone to flooding or ponding. # Except during fair weather, construction and highway planting waste not stored in watertight dumpsters shall be securely covered from wind and rain by covering the waste with tarps or plastic sheeting or protected in conformance with the applicable Disturbed Soil Area protection section. # Dumpster washout on the project site is not allowed. # •Notifytrash-hauiingcontractors-that-on1y watertight-dumpsters are-acceptable for use on-site. # Plan for additional containers during the demolition phase of construction. # Plan for more frequent pickup during the demolition phase of construction. # Construction waste shall be stored in a designated area approved by the RE. # Segregate potentially hazardous waste from non-hazardous construction site waste. # Keep the site clean of litter debris. # Make sure that toxic liquid wastes (e.g., used oils, solvents, and paints) and chemicals (e.g., acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. # Dispose of non-hazardous waste in accordance with Standard Specification 7-1.13, Disposal of Material Outside the Highway Right of Way. # For disposal of hazardous waste, see BMP WM-6, "Hazardous Waste Management." Have hazardous waste hauled to an appropriate disposal and/or recycling facility. 0 Salvage or recycle useful vegetation debris, packaging and/or surplus building materials when practical. For example, trees and shrubs from land clearing can be converted into wood chips, then used as mulch on graded areas. Wood pallets, cardboard boxes, and construction scraps can also be recycled. g Caltrans Storm Water Quality Handbooks • .•Sction 8 Construction Site Best Management Practices Manual • Solid Waste Managérnent WM-5 March 1 2003 S 3 of 4 Solid Waste Management IWM.51 Maintenance and # The WPCM shall monitor onsite solid waste storage and disposal procedures. Inspection . # Police site for litter and debris. r Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual * Solid Waste Management WM-5 March 1, 2003 4of4 S Hazardous Waste Management INM-61 S /I\ Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and These are procedures and practices to minimize or eliminate the discharge of Purpose pollutants from construction site hazardous waste to the storm drain systems or to watercourses. Appropriate # This best management practice (BMP) applies to all construction projects. .1 Applications - # Hazardous waste management practices are implemented on construction projects that generate waste from the use of: - Petroleum Products, - Asphalt Products, - Concrete Curing Compounds, - Pesticides, - Acids, - Paints, - Stains, - Solvents, - Wood Preservatives, - Roofing Tar, or - Any materials deemed a hazardous waste in California, Title 22 Division 4.5, or listed in 40 CFR Parts 110, 117, 261, or 302. UA 41r* Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual March 1, 2003 Section 8 Hazardous Waste Management WM-6 1 of 5 Hazardous Waste Management IWM-61 Limitations # Nothing in this BMP relieves the Contractor from responsibility for compliance with federal, state, and local laws regarding storage, handling, transportation, and disposal of hazardous wastes. # This BMP does not cover aerially deposited lead (ADL) soils. For ADL soils refer to BMP WM-7, "Contaminated Soil Management," and the project special provisions. Standards and Education Specifications # Educate employees and subcontractors on hazardous waste storage and disposal procedures. # Educate employees and subcontractors on potential dangers to humans and the environment from hazardous wastes. # Instruct employees and subcontractors on safety procedures for common construction site hazardous wastes. # Instruct employees and subcontractors in identification of hazardous and solid waste. # Hold regular meetings to discuss and reinforce hazardous waste management procedures (incorporate into regular safety meetings). # The Contractor's Water Pollution Control Manager (WPCM) shall oversee and enforce proper hazardous waste management procedures and practices. # Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas. Storage Procedures # Wastes shall be stored in sealed containers constructed of a suitable material and shall be labeled as required by Title 22 CCR, Division 4.5 and 49 CFR Parts 172,173, 178, and 179. # All hazardous waste shall be stored, transported, and disposed as required in Title 22 CCR, Division 4.5 and 49 CFR 261-263. # Waste containers shall be stored in temporary containment facilities that shall' comply with the following requirements: - Temporary containment facility shall provide for a spill containment volume able to contain precipitation from a 24-hour, 25 year storm event, plus the greater of 10% of the aggregate volume of all containers or 100% of the capacity of the largest tank within its boundary, whichever is greater. LV Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual ' Hazardous Waste Management WM-6 March 1, 2003 2 of 5 Hazardous Waste Management NM-6I ., — Temporary containment facility shall be impervious to the materials stored there for a minimum contact time of 72 hours. — Temporary containment facilities shall be maintained free of accumulated rainwater and spills. In the event of spills or leaks accumulated rainwater and spills shall be placed into drums after each rainfall. These liquids shall be handled as a hazardous waste unless testing determines them to be non-hazardous. Non-hazardous liquids shall be sent to an approved disposal site. - Sufficient separation shall be provided between stored containers to allow for spill cleanup and emergency response access. - Incompatible materials, such as chlorine and ammonia, shall not be stored in the same temporary containment facility. - Throughout the rainy season, temporary containment facilities shall be covered during non-working days, and prior to rain events. Covered facilities may include use of plastic tarps for small facilities or constructed roofs with overhangs. A storage facility having a solid cover and sides is preferred to a temporary tarp. Storage facilities shall be equipped with adequate ventilation. # Drums shall not be overfilled and wastes shall not be mixed. # Unless watertight, containers of dry waste shall be stored on pallets. # Paint brushes and equipment for water and oil based paints shall be cleaned within a contained area and shall not be allowed to contaminate site soils, watercourses or drainage systems. Waste paints, thinners, solvents, residues, and sludges thatcaimot be recycled or reused shall be disposed of as hazardous waste. When thoroughly dry, latex paint and paint cans, used brushes, rags, absorbent materials, and drop cloths shall be disposed of as solid waste. # Ensure that adequate hazardous waste storage volume is available. # Ensure that hazardous waste collection containers are conveniently located. # Designate hazardous waste storage areas on site away from storm drains or watercourses and away from moving vehicles and equipment to prevent accidental spills. # Minimize production or generation of hazardous materials and hazardous waste on the job site. # Use containment berms in fueling and maintenance areas and where the potential for spills is high. H . LV Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 3 of 5 Hazardous Waste Management wM-61 # Segregate potentially hazardous waste from non-hazardous construction site debris. # Keep liquid or semi-liquid hazardous waste in appropriate containers (closed drums or similar) and under cover. # Clearly label all hazardous waste containers with the. waste being stored and the date of accumulation: # Place hazardous waste containers in secondary containment. # Do not allow potentially hazardous waste materials to accumulate on the ground. # Do not mix wastes. Disposal Procedures # Waste shall be disposed of outside the highway right-of-way within 90 days of being generated, or as directed by the Resident Engineer (RE). In no case shall hazardous waste storage exceed requirements in Title 22 CCR, Section 66262.34. # Waste shall be disposed of by a licensed hazardous waste transporter at an authorized and licensed disposal facility or recycling facility utilizing properly completed Uniform Hazardous Waste Manifest forms. # A Department of Health Services (DHS) certified laboratory shall sample waste and classify it to determine the appropriate disposal facility. # Make sure that toxic liquid wastes (e.g., used oils, solvents, and paints) and chemicals (e.g., acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for solid waste construction debris. # Properly dispose of rainwater in secondary containment that may have mixed with hazardous waste. # Recycle any useful material such as used oil or water-based paint when practical. # Attention is directed to "Hazardous Material", "Contaminated Material", and "Aerially Deposited Lead" of the contract documents regarding the handling and disposal of hazardous materials. LV Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 4 of 5 Hazardous Waste Management INM-61 Maintenance and # A foreman and/or construction supervisor shall monitor on-site hazardous Inspection waste storage and disposal procedures. # Waste storage areas shall be kept clean, well organized, and equipped with ample clean-up supplies as appropriate for the materials being stored. # Storage areas shall be inspected in conformance with the provisions in the contract documents. # Perimeter controls, containment structures, covers, and liners shall be repaired or replaced as needed to maintain proper function. # Hazardous spills shall be cleaned up and reported in conformance with the applicable Material Safety Data Sheet (MSDS) and the instructions posted at the project site. # The National Response Center, at (800) 424-8802, shall be notified of spills - of Federal reportable quantities in conformance with the requirements in 40 CFR parts 110, 117, and 302. # Copy of the hazardous waste manifests shall be provided to the RE. .J LV* Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 - 5 of 5 Concrete Waste Management =1 CONCRETE WASHOUT - AREA Standard Symbol BMP Objectives Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and These are procedures and practices that are designed to minimize or eliminate the Purpose discharge of concrete waste materials to the storm drain systems or watercourses. Appropriate # Concrete waste management procedures and practices are implemented on Applications construction projects where concrete is used as a construction material or where concrete dust and debris result from demolition activities. # Where slurries containing portland cement concrete (PCC) or asphalt concrete (AC) are generated, such as from sawcutting, coring, grinding, grooving, and hydro-concrete demolition. # Where concrete trucks and other concrete-coated equipment are washed on site, when approved by the Resident Engineer (RE). See also NS-8, "Vehicle and Equipment Cleaning." # Where mortar-mixing stations exist. Limitations # None identified. Standards and Education Specifications # Educate employees, subcontractors, and suppliers on the concrete waste management techniques described herein. # The Contractor's Water Pollution Control Manager (WPCM) shall oversee and enforce concrete waste management procedures. Concrete Slurry Wastes # PCC and AC waste shall not be allowed to enter storm drains or watercourses. LV , Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual March 1, 2003 Section 8 Concrete Waste Management WM-8 1 of 6 Concrete Waste Management # PCC and AC waste shall be collected and properly disposed of outside the highway right-of-way in conformance with Standard Specifications Section 7-1.13 or placed in a temporary concrete washout facility as shown in the figures on Pages 5 and 6. # Disposal of hardened PCC and AC waste shall be in conformance with Standard Specifications Section 15-3.02. # A sign shall be installed adjacent to each temporary concrete washout facility to inform concrete equipment operators to utilize the proper facilities as shown on Page 6. # A foreman and/or construction supervisor shall monitor onsite concrete working tasks, such as saw cutting, coring, grinding and grooving to ensure proper methods are implemented. # Do not allow saw-cut PCC slurry to enter storm drains or watercourses. See also BMP NS-3, "Paving and Grinding. Operations;" and BMP WM-1O, "Liquid Waste Management." Residue from grinding operations shall be picked up by means of a vacuum attachment to the grinding machine. Saw cutting residue shall not be allowed to flow across the pavement, and shall not be left on the surface of the pavement. # Vacuum slurry residue and dispose in a temporary facility (as described in Onsite Temporary Concrete Washout Facility, Concrete Transit Truck Washout Procedures, below) and allow slurry to dry. Dispose of dry slurry residue in accordance with BMP WM-5, "Solid Waste Management", or, for on-site disposal, in accordance with Standard Specification 15-3.02, Removal Methods. # Collect and dispose of residue from grooving and grinding operations in accordance with Standard Specifications Section 42-1.02 and 42-2.02. Onsite Temporary Concrete Washout Facility, Concrete Transit Truck Washout Procedures # Temporary concrete washout facilities shall be located a minimum of 15 m (50 ft) from storm drain inlets, open drainage facilities, and watercourses, unless determined infeasible by the RE. Each facility shall be located away from construction traffic or access areas to prevent disturbance or tracking. # A sign shall be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. The sign shall be installed as shown on the plans and in conformance with the provisions in Standard Specifications Section 56-2, Roadside Signs. #. Temporary concrete washout facilities shall be constructed above grade or below grade at the option of the Contractor. Temporary concrete washout facilities shall be constructed and maintained in sufficient quantity and size to contain all liquid and concrete waste generated by washout operations. LV , Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Concrete Waste Management WM-8 March 1 2003 2 of 6 El Concrete Waste Management # Temporary washout facilities shall have a temporary pit or bermed areas of sufficient volume to completely contain all liquid and waste concrete materials generated during washout procedures. # Perform washout of concrete mixer trucks in designated areas only. # Wash concrete only from mixer truck chutes into approved concrete washout facility. Washout may be collected in an impermeable bag for disposal. # Pump excess concrete in concrete pump bin back into concrete mixer truck. # Concrete washout from concrete pumper bins can be washed into concrete pumper trucks and discharged into designated washout area or properly disposed offsite. # Once concrete wastes are washed into the designated area and allowed to harden, the concrete shall be broken up, removed, and disposed of per BMP WM-5 'Solid Waste Management", and in conformance with the provisions in Standard Specifications Section 15-3.02, "Removal Methods." Temporary Concrete Washout Facility Type "Above Grade" # Temporary concrete washout facility Type "Above Grade" shall be constructed as shown on Page 5 or 6, with a recommended minimum length and minimum width of 3 m (10 ft), but with sufficient quantity and volume to contain all liquid and concrete waste generated by washout operations. The length and width of a facility may be increased, at the Contractor's expense, upon approval from the RE. # Straw bales, wood stakes, and sandbag materials shall conform to the provisions in BMP SC-9, "Straw Bale Barrier." # Plastic lining material shall be a minimum of 10-mil polyethylene sheeting and shall be free of holes, tears or other defects that compromise the impermeability of the material. # Portable delineators shall conform to the provisions in Standard Specifications Section 12-3.04, "Portable Delineators.". The delineator bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in Standard Specifications Section 85-1.06, "Placement." Portable delineators shall be applied only to a clean, dry surface. Temporary Concrete Washout Facility (Type Below Grade) # Temporary concrete washout facility Type "Below Grade" shall be constructed as shown on page 6, with a recommended minimum length and minimum width of 3m (10 ft). The quantity and volume shall be sufficient to contain all liquid and concrete waste generated by washout operations. The . length and width of a facility may be increased, at the Contractor's expense, upon approval of the RE. Lath and flagging shall be commercial type. g Caltrans Storm Water Quality Handbooks • Section 8 Construction Site Best Management Practices Manual • Concrete Waste Management WM-8 aDihvtg March 12003 • • 30f6 Concrete Waste Management S # Plastic lining material shall be a minimum of -10-mil polyethylene sheeting and shall be free of holes, tears or other defects that compromise the impermeability of the material. # The soil base shall be prepared free of rocks or other debris that may cause tears or holes in the plastic lining material. Removal of Temporary Concrete Washout Facilities # When temporary concrete washout facilities are no longer required for the work, as determined by the RE, the hardened concrete shall be removed and disposed of in conformance with the provisions in Standard Specifications Section 15-3.02. Disposal of PCC slurries or liquid waste shall be disposed of outside the highway right-of-way in conformance with provisions of Standard Specifications Section 7-1-13. Materials used to construct temporary concrete washout facilities shall become the property of the Contractor, shall be removed from the site of the work, and shall be disposed of outside the highway right-of-way in conformance with the provisions of the Standard Specifications, Section 7-1.13. # Holes, depressions or other ground disturbance caused by the removal of the temporary concrete washout facilities shall be backfilled and repaired in conformance with the provisions in Standard Specifications Section 15-1.02, "Preservation of Property." Maintenance and # The Contractor's Water Pollution Control Manager (WPCM) shall monitor on Inspection site concrete waste storage and disposal procedures at least weeklylor as - directed by the RE. # The WPCM shall monitor concrete working tasks, such as saw cutting, coring, grinding and grooving daily to ensure proper methods are employed or as directed by the RE. # Temporary concrete washout facilities shall be maintained to provide adequate holding capacity with a minimum freeboard of 100 mm (4 inches) for above grade facilities and 300 mm (12 inches) for below grade facilities. Maintaining temporary concrete washout facilities shall include removing and disposing of hardened concrete and returning the facilities to a functional condition. Hardened concrete materials shall be removed and disposed of in conformance with the provisions in Standard Specifications Section 15-3.02, "Removal Methods." # Existing facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full. # Temporary concrete washout facilities shall be inspected for damage (i.e. tears in PVC liner, missing sand bags, etc.). Damaged facilities shall be repaired. S g Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Concrete Waste Management WM-8 March 1, 2003 4 of 6 ncrete Waste Managemen SANDBAG 10 mil PLASTIC UNING 4 1 r BERM SECTION A—A' LATH AND NOT TO SCALE FLAGGING ON 3 SIDES 3m MINIMUM 10 mil PLASTIC UNING WOOD FRAME SECURELY FASTENED AROUND EN11RE PERIMETER WITH TWO STAKES NOT TO SCALE D L Li TWO—STACKED WOOD FRd 202 ROI I -L T. tilkiltil III I Y-7 0 A A STAKE (TYP.) SANDBAG —F f 10 mil PLASTIC LINING NOT TO SCALE U BERM NOT TO SCALE LA f1m TYPE OBELOW GRADE TYPE "ABOVE GRADE" -WITH WOOD PLANKS QIE ACTUAL LAYOUT DETERMINED IN THE FIELD. THE CONCRETE WASHOUT SIGN (SEE PAGE 6) SHALL BE INSTALLED WITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUT FACILITY. LV Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Concrete Waste Management WM-8 March 1 2003 5 of 6 U VARIES fl Concrete Waste Management IWM.81 STRAW BALE STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) BINDING WIRE 10 mil PLASTIC LINING NATIVE MATERIAL I (OPTIONAL) ritr SECTION B—B' NOT TO SCALE 3m MINIMUM' - STAKE iiiii I I I $ I - ' ] SAW BALE 10 mil PLASTIC LINING (T'p) NOT TO SCALE 'TYPE ABOVE GRADE WITH STRAW BALES' NOTES: ACTUAL LAYOUT 'DETERMINED IN THE FIELD. THE CONCRETE WASHOUT SIGN (SEE, FIG. 4-15) SHALL BE INSTALLED WITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUT FACIUTIY. CIJ11w/F1c4—I 4.OWC SAC 8-14-02 B VARIES {CONCRET& ' II H WASHOUT 915 mm 915 mm .[j U CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) PLYWOOD 1200 mm x 610 mm PAINTED WHITE BLACK LETTERS 150 mm HEIGHT LAG SCREWS - (12.5 mm) WOOD POST (69 mm x 89 mm x 2.4 m) 50 MM 3.05 mm 014. 200 mm STEEL' WIRE STAPLE DETAIL LV , Caltrans Storm Water Quality Handbooks - ' Section 8 Construction Site Best Management Practices Manual Concrete Waste Management WM-8 March 1, 2003 ' ' ' 6 Sanitary/Septic Waste Management - - - - i TT Aftl TTTI SS Standard Symbol BMP Objectives O Soil Stabilization Sediment Control Tracking Control Wind Erosion Control Non-Storm Water Management Materials and Waste Management Definition and Procedures and practices to minimize or eliminate the discharge of construction Purpose site sanitary/septic waste materials to the storm drain system or to watercourses. Appropriate Sanitary/septic waste management practices are implemented on all construction Applications sites that use temporary or portable sanitary/septic waste systems. Limitations ,. None identified. - Standards and Education Specifications . Educate employees, subcontractors, and suppliers on sanitary/septic waste storage and disposal procedures. Educate employees, subcontractrs, and suppliers of potential dangers to humans and the environment from sanitary/septic wastes. Instruct employees, subcontractors, and suppliers in identification of sanitary/septic waste. -. Hold regular meetings to discuss and reinforce disposal procedures (incorporate into regular safety meetings). Establish a continuing education program to indoctrinate new employees. Storage and Disposal Procedures Temporary sanitary facilities shall be located away from drainage facilities, watercourses, and from traffic circulation. When subjected to high winds or risk. Wastewater shall not be discharged or buried within the highway right-of-way. CV , Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Sanitary/Septic Waste Management WM-9 March 1,-2003 . 1of2 Sanitary/Septic Waste, Management WM-91 Sanitaty and septic systems that discharge directly into sanitary sewer systems, where permissible, shall comply with the local health agency, city, county, and sewer district requirements. If using an on site disposal system, such as a septic system, comply with local health agency requirements. Properly connect temporary sanitary facilities that discharge to the sanitary sewer system to avoid illicit discharges. Ensure that sanitary/septic facilities are maintained in good working order by a licensed service. Use only reputable, licensed sanitary/septic waste haulers. Maintenance and • The Contractor's Water Pollution Control Manager (WPCM) shall monitor Inspection onsite sanitary/septic waste storage and disposal procedures at least weekly. S / S g Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Sanitary/Septic Waste Management WM-9 March 1, 2003 2 of 2 :BMP1 i, .' Oil-Only Pads Helps Comply with: NS-8, NS-9,.NS-10 Dimpled for greater liquid retention and durability Heavy-weight Pads absorb petroleum-based liquids, but not water Ideal when you have to clean up oily spills or drips but don't need the extra absorbency - or expense - of a universal absorbent Incinerable with <0.1% ash (21,000 Btu/lb.) 50 Pads per package Description An absorbent mat designed to absorb petroleum-derived fluids such as oil, gasoline, kerosene, diesel fuel, etc. and repel water. Ideal for absorbing hydrocarbons on factory floors where water absorption is not necessary. Application Everyday use and emergency spill cleanup. The primary use of the PIG® Oil-Only Mat is for quick response to spills. This helps keep floors cleaner and safer, free of any oil-based fluids that may cause an accident. Features and Benefits Large 33" x 33" pieces/More surface area provides faster response and coverage of the spill or leak Absorbs petroleum-derived fluids only/Ideal for situations where water absorption is not necessary Chemical resistant/Absorbs a wide variety of petrochemicals and strong solvents without degradation or chemical reaction Absorbs at least 10 times its weight/High-efficiency means less absorbent to dispose of, providing a savings in disposal costs Pre-cut sheets/Ready to use immediately in the event of an emergency Economical/Oil-Only Mats are typically less expensive than mats designed to absorb water-based chemicals Composition 100% polypropylene 9 BMP-2 Spill Kit Helps Comply with: WM-4 and WM-6 Rugged oil-only Overpak Kits are packed for quick response, indoors or out! - • Skimming Kit-an assortment of PIG® products to absorb - oil only, not water (see contents below) • Packed inside chemical- and water-resistant polyethylene Overpak; treated with UV inhibitors so you can store them I outside, too - • Lever-lock lid C' • Compartmentalized for fast, efficient spill response ) • Empty 30-gallon Overpak is UN-specified for use as a low- cost shipping container for used absorbents Spill Kit in a 30-gallon • Absorbs up to 21 gallons Overpak Salvage Drum • Helps you comply with 49 CFR 173.3 (c) (1) Application Designed for contingency planning and quick response to emergency spills. Features and Benefits Lever opening closure/Quick and easy opening Made of polyethylene/Chemical-resistant Variety of absorbents/Contains an assortment of skimming absorbents to handle up to 21 gallons of oils, but not water Self-contained/Provides a centralized storage of absorbents for quicker spill response Composition Container: Polyethylene Mats: Polypropylene Booms: Co-poly outer skin and polypropylene inner skin and filler Pillows: Polyester mesh and polypropylene skin Kit Components Qty. Description Component Refill Item Number 1 ' x 10' PIG® Oil-Only Booms B0M406 1 PIG® Sump Skimmer Pillows SKM403 25 1 PIG® Oil-Only Mat Pads - MAT214 1 Temporary Disposal Bags and Ties BAG201-L 6 1 Tamperproof Labels LBL100 1 Emergency Response Guidebook REF303 Li BMP-3 Utility Tray Helps Comply with: NS-8, NS-9, NS-10 And WM-8 (for minor concrete work) Typical Options Available Length Width Height [ f 38" (96.5 cm) 26" (66 cm) 4.5' (11.4 cm) 46' (116.8 cm) 16" (40.6 cm) 5.25' (13.3 cm) 29.5" (74.9 cm) 29.5' (74.9 cm) 2" (5.1 cm) Description A polyethylene tray used to contain drips and leaks that would otherwise make a mess. Application A PIG® Utility Tray is used for temporary storage and containment from any type of container, battery, transformer, etc., that may leak and cause contamination to the ground or floor. Features and Benefits Made from 100% recycled high-density polyethylene (HDPE)/Chemically resistant, lightweight; won't rust or corrode Contains drips and leaks which keeps messes off the floor/Prevents hazardous footing; promotes a clean working environment