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HomeMy WebLinkAboutTR 25479 RAMSGATE - WATER POLLUTION CONTROL (WPCP) HWY 74 ARDENWOOD WAYy WATER POLLUTION CONTROL PROGRAM (WPCP) for SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Caltrans Contract Number. 08 -07 -6 -SN -0702 Prepared for. State Department of Transportation Encroachment Permits 464 W. Fourth Street San Bernardino, CA 92401 Mr. Richard Goh 909-383-4017 Submitted by: Fairfield Ramsgate, LP 23292 Mill Creek Drive, Suite 100 Laguna Hills, CA 92653 949-206-1160 Steve J. Cooper Proiect Site ,address SR -74 at Ardenwood Way/Chris Cirle New Traffic Signal Installation Contractor's Water Pollution Control Mana er Dan Balistreri 949 -283 -3279 -Cell 0 `3 Contractor's Designated Water Pollution Control Ins ector ff different from WPCM See Above WPCP Prepared by: SC Engineering 14890 Seventh Street, Unit B Victorville, CA 92395 760-955-7712 R. S. Chavez WPCP PreLoaration gate December 6, 2007 Fri Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 Section 10 WPCP Certification and Approval 10.1 Contractor's Certification and Approval by the Resident Engineer CONTRACTOR'S CERTIFICATION OF WPCP "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, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility o me and r ent for knowing violations." Z% Signature Date Dan Balistreri Name and Title 949-283-3279 Telephone Number Is a Local Agency / Private Entity administering the project? Yes C No REQUIRED TEXT WHEN LOCAL AGENCY/PRIVATE ENTITY IS ADMINISTERING PROJECT For Use by Local Agency / Private Entity Only LOCAL AGENCY / PRIVATE ENTITY RESIDENT ENGINEER'S APPROVAL OF WPCP I, and/or personnel acting under my direction and supervision, have reviewed this WPCP and find that it meets the requirements set forth in the Special Provisions, the Caltrans SWPPP and WPCP Preparation Manual, and the Standard Specifications Section 7-1.01G - Water Pollution. Resident Engineer's Signature Resident Engineer's Name (printed) Date of WPCP Approval Resident Engineer's Phone Number For Use by Caltrans Only M:\CENTEX2\wpcp\WPCP Template_071707_74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 10-1 Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 Section 20 Project Information 1. Introduction and Project Description: Construct new traffic signal at the intersection of the Ardenwood Way/Chris Circle. Installing concrete curb and gutter and access ramps at Chris Circle, traffic striping and cutting of traffic loops. The project natural drainage flows from north to south on SR -74. 2. Unique Site Features: There are no unique site features. 3. Project Schedule (graphical): January 2, 2008 to May 1, 2008. The contractor selected will be required to submit a detailed schedule for each construction activity and deployment of BMP's. 4. Potential Pollutant Sources: The primary construction activities, related materials, and wastes that have the potential -to pollute storm water include: a) Soil disturbing activities and resulting exposed soil areas, including minor grading along the shoulder and trenching for conduits and traffic signal footings. b) Slurries from mortar mixing and AC saw -cutting. c) General site litter. MACENTEX2\wpcp\W PCP_Template_071707_74-Ardenwood—Fnal.doc WPCP Template 05-29-07 Page 20-1 ry 0 S W U 7 U11 �s E2. ID m W to u O O ti >; a s o O t F � H Ill . co 40 V O co T •C 3 :� v c Co L w� —� da o� N -0 v iS �cl u -- CO) 11 S W U 7 U11 D ID m W to u O O ti n { s jc - � H Ill 91M• II U CCO � E!M q m c m iii E jCA 0 m 2 ND, ly f N -0 v iS �cl u L!! o 49 2 4 11 I i i IC N Y rn N .O ill N - `a m F�m •oe N ii c ;j w o 0o co ca Coco 0 0 0 0 0 0 $ co T oo r N � i�7 _ .. s G O.__.. ra�do w.. o _ .. _ c uQi id r� v v E R°—' CD m m m p o in F a E v c c > m i T y rn' a` w u'� o-0 q3is cc a to cc L _-_TT D ID m W to u O O ti n { ° i' jc - V � H Ill 91M• II U CCO Q. CO E!M q O �r c m iii E jCA 0 m 2 ND, ly f N -0 v iS �cl u L!! o 49 2 4 11 I i i IC N Y rn N cc L _-_TT D ID m W to u O O ti n { ° i' jc U V � H Ill II U CCO Q. CO E!M q O �r c m iii E jCA 0 m 2 ND, ly f N -0 v iS �cl Z i L!! o 49 2 4 11 Y +O+ IC .O ill cc L _-_TT D m W to Q N m c U a m a 1 U I © c G N .O ill N - `a m I •oe N cc L _-_TT m W to Q N m c U a cc L _-_TT Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 TEMPORARY STABILIZATION CONSTRUCTION �'� BMP NAME MINIMUM REQUIRE_ CONTRACT BMP USED BMP ID NO MENT BID ITEM YES NO IF NOT USED, STATE REASON SS -1 Scheduling ✓ ❑ ® ❑ Preservation of SS -2 Property/ ✓ ❑ ® ❑ Preservation of Existing Vegetation Temporary Hydraulic Mulch ✓(2) ❑ ❑ ® (Bonded Fiber Permanent BFM used. Matrix) SS -3 Temporary Hydraulic Mulch ✓(z) ❑ ❑ ® (Polymer Stabilized Permanent BFM used. Fiber Matrix) Temporary Erosion SS -4 Control (With ✓(2) ❑ ❑ ® Permanent BFM used. Temporary Seeding) SS -5 Temporary Soil V(2) ❑ ❑ © Permanent BFM Stabilizer used. Temporary Erosion Control (Straw SS -6 Mulch with ❑ ® Permanent BFM used. Stabilizing Emulsion) Temporary Erosion Control Blanket (On ✓(2) ❑ Permanent BFM used. }1 Slope) SS -7 Temporary Erosion Control Blanket (In ❑ ❑ Not Applicable to Project swale or ditch) SS -7 Temporary Cover ✓(2) ❑ ® ❑ (Plastic Covers) SS -8 TemporaryMulch ❑ ❑ ® Permanent BFM (Wood) used_ Earth Dikes / SS -9 Drainage Swales & ❑ ❑ ® Not Applicable to Project. Lined Swales Outlet Protection / SS -10 Velocity Dissipation ® Not Applicalbe-No Inlet within Devices project area. M:\CENTEX2\wpcp\W PCP_Template_071707_74Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-2 ~ Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 > Disturbed soil 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 soil areas will be stabilized with temporary or permanent soil stabilization (erosion control) before rain events. > Disturbed soil 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 forecasted storm events, temporary soil stabilization BMPs will be deployed and inspected. > 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. SS -2 Preservation of Existing Vegetation Clearing and grubbing will be limited to the boundaries of active construction as shown on WPCD- l. Surrounding areas of existing vegetation will be protected in conforamnce with SS -2. SS -7 Tempoary Cover (Plastic Covers) > Polyethylene covers will be used to cover exposed soil and sand stockpiled material areas. Covers will be placed over stockpiles prior to forecast storm events, and anchored to prevent damage by wind. M:ICENTEX2\wpcp\W PCP_Templale_071707_74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-4 Water Pollution Control Program ('WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 Implementation of Temporary Sediment Controls > Temporary sediment control BMPs will be deployed according to the schedule. M:\CENTEX2%wpcplW PCP_Templale_071707_74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-6 -TEMPORARY• '• CONSTRUCTION MINIMUM CONTRACT BMP USED BMP ID NOV) BMP NAME REQUIRE- MENT (3) BID ITEM IF NOT USED, STATE REASON YES NO SC -1 Temporary Silt ✓(2) ❑ ® ❑ Fence SC -2 Temporary ❑ ❑® Linear project with no area for Sediment Basin basin SC -4 Temporary Check ❑ ❑ ® Not applicable to project Dam SC -5 Temporary Fiber ✓(2)❑ ® El SC -6 Temporary Gravel Bag Berm ❑ ❑ ® Not applicable to project. SC -7 Street Sweeping ✓ ❑ SC -8 Temporary Sandbags ❑ ❑ ® Not applicable to project SC -9 Temporary Straw Bale Barrier ❑ ❑ ® Not applicable to project SC -10 Temporary Drain ✓ ❑ ® ❑ Inlet Protection ALTERNATIVE SEDIMENT CONTROL BMPs USED (4) Yes R No IF USED, STATE REASON i .- - . ,ems Mrl�"�'"H+"a N N :n ol=�' l3! M .\ 'yin .� - .. Y�•y'�:'..� Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site BMP Reference Manual is a required contract document. (Z) The Contractor shall ensure implementation of one of the two measures listed or a combination thereof to achieve and maintain the contract's rainy and non -rainy season requirements. (3) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the Contractor and approved by the Resident Engineer. (4) Use of alternative BMPs will require written approval by the Resident Engineer. Implementation of Temporary Sediment Controls > Temporary sediment control BMPs will be deployed according to the schedule. M:\CENTEX2%wpcplW PCP_Templale_071707_74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-6 Wafer Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08-07--6-SN-0702 30.1.3 Tracking Control BMPs The following tracldng control BMP implementation table indicates the BMPs that shall be implemented to reduce sediment tracking from the construction site onto private or public roads. Implementation and locations of tracking control BMPs are shown on the WPCDs in Attachment A and described in this section. The BMP working details can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project. M:\CENTE)MwpcplWPCP_Template_071707 74-Ardenwood Final.doc WPCP Template 05-29-07 Page 30-8 Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN --0702 the existing road to provide an adequate turning radius. A site entrance/exit shall only be installed to reduce tracking of sediment during dirt -hauling activities that extend over a one-week time period. TC -3 Entrance/Outlet Tire Wash > An entrance/outlet tire wash station will be used to ensure that sediment tracking to public streets is minimized. M:\CENTEX2\wpcp\WPCP Template 071707 74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-10 Water Pollution Control Program (WPCP) SR -74 A TARDENWOOD WAY/CHRIS CIRCLE Contract No. 06 -07 -6 -SN -0702 The soil stabilization BMPs selected for the project will also provide wind erosion control benefits. WE -1 Wind Erosion Control Wind Erosion control shall consists of applying water and/or other dust palliatives as necessary to prevent or alleviate erosion by the forces of wind. Dust Control shall be applied in accorance with Caltrans standard practices. Covering of small stockpiles or areas is an alternative to applying water or other dust palliatives. M:\CENTEX2bvpcp\W PCP_Template_071707_74-Ardenwood_Final.doe WPCP Template 05-29-07 Page 30-12 TEMPORARYs 'O•CONTROL BMPs CONSTRUCTION MINIMUM CONTRACT BMP USED ID NO BMPMENT� BMP NAME REQUIRE- BID ITEM IF NOT USED, STATE REASON YES NO WE -1 Wind Erosion ❑ ® ❑ Control Temporary TC -1 Construction ❑ ® ❑ Entrance Stabilized TC -2 Construction ❑ ❑ ® Not Applicable Roadway All Soil Stabilization Measures ❑ ❑ ® Not Applicable included in Section 500.3.4 ALTERNATIVE WIND EROSION CONTROL BMPs USEW Yes E No IF USED, STATE REASON �. fl F1 1 L ? . fy. Notes: t1t The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided Lo imply that the Construction Site RMP Reference Manual is a required contract document. (2) Not ail minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the Contractor and approved by the Resident Engineer. t31 Use of alternative BMPs will require written approval by the Resident Engineer. The soil stabilization BMPs selected for the project will also provide wind erosion control benefits. WE -1 Wind Erosion Control Wind Erosion control shall consists of applying water and/or other dust palliatives as necessary to prevent or alleviate erosion by the forces of wind. Dust Control shall be applied in accorance with Caltrans standard practices. Covering of small stockpiles or areas is an alternative to applying water or other dust palliatives. M:\CENTEX2bvpcp\W PCP_Template_071707_74-Ardenwood_Final.doe WPCP Template 05-29-07 Page 30-12 Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08-07--SN--0702 M:\CENTEX2\wpcp\WPCP_Template_071707_74-Ardenwood_Final doc WPCP Template 05-29.07 Page 30-14 CONSTRUCTION NON-STORMWATER MANAGEUENT POLLUTION CONTROL I CONSTRUCTION BMP NAME MINIMUMCONTRACT RMENTR_ BMP USED YES NOEQUIE BMP ID NO 2) BID ITEM IF NOT USED, STATE REASON NS -1 Water Control and ❑ ® El NS -2 Dewatering ") ❑ ® No dewatering required. Paving, Sealing, NS -3 Sawcutting, and ❑ ® El Operations NS -4 Temp Stream (3) ❑ ❑ ® Not Crossing applicable to this project NS -5 Clear Water Diversion �'� ❑ ❑ ® Not applicable to this project Illegal Connection and Illegal NS -6 Discharge ✓ ❑ Detection Reporting NS -7 Potable Water! ❑ ❑ ® Not to Irrigation applicable this project Vehicle and NS -8 Equipment ✓ ® ❑ Cleaning Vehicle and NS -9 Equipment ✓ ❑ ❑ Fueling Vehicle and NS -10 Equipment ✓ Maintenance NS -11 Pile Driving Operations ❑ ❑ ❑ Not applicable to this project NS -12 Concrete Curing Material and NS -13 Equipment Used ❑ ❑ ® Not applicable to this project Over Water NS -14 Concrete ❑ ❑ Finishing M:\CENTEX2\wpcp\WPCP_Template_071707_74-Ardenwood_Final doc WPCP Template 05-29.07 Page 30-14 Wafer Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 > BMP WM-08, Concrete Waste Management, shall be implemented to contain and dispose of saw -cutting slurries. The slurry shall be vacuumed and discharged to the concrete washout facility described above. Dried and cured concrete wastes shall be disposed offsite during concrete washout maintenance activities. NS -6 Illlegal Connection and Illegal Discharge Detection and Report > The contractor will implement BUT NS -6, Illicit Connection/Illegal Discharge Detection and Reporting throughout the duration of the project. NS -8 Vehicle and Equipment Cleaning > Several types of vehicles and equipment will be used onsite throughout the project, including graders, scrapers, excavators, loaders, paving equipment, rollers, trucks and trailers, backhoes, forklifts, generators, compressors, and traffic control equipment. BMPs NS -9, Vehicle and Equipment Fueling, and NS- 10, Vehicle and Equipment Maintenance will be utilized to prevent discharges of fuel and other vehicle fluids. Except for concrete washout, which is addressed in Section 500.3.8, vehicle cleaning will not be performed onsite. NS -9 Vehicle and Equipment Fueling > A paved temporary fueling area shall be constructed in the contractor's yard as shown. All self-propelled vehicles shall be fueled offsite or at the temporary fueling area. Fuel trucks, each equipped with absorbent spill clean-up materials, shall be used for all onsite fueling, whether at the temporary fueling area or for mobile fueling elsewhere on the site. Drip pans shall be used for all mobile fueling. The fueling truck shall be parked on the paved fueling area for overnight storage. > Drip pans or absorbent pads shall be used for all vehicle and equipment maintenance activities that involve grease, oil, solvents, or other vehicle fluids. NS -10 Vehicle and Equipment Fueling > All vehicle maintenance and mobile fueling operations shall be conducted at least 15 feet away from operational inlets and drainage facilities and on a level graded area. NS -12 Concrete Curing & NS -14 Concrete Finishing > Concrete finishing and curing shall be performed in a manner that minimizes or eliminates the discharge of these materials to storm drain systems or to water cources. M:ICENTEX2lwpcp%W PCP_Template_071707_74-Ardenwood_Fnal.doc WPCP Template 05-29-07 Page 30-16 Water Pollution Control Program (vvPCP) SR -74 ATARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 CONSTRUCTION WASTE MANAGEMENT AND MATERIALS. POLLUTION -CONTROL CONSTRUCTION BMP NAME MINIMUM CONTRACT REQUIRE- BMP USED YES NO BMP ID NO MENT'2' BID ITEM IF NOT USED, STATE REASON WM-1 Material Delivery ✓ ❑ ® Lland Storage WM-2 Material Use ✓ ® ❑ WM-3 Stockpile '� ❑ ® ❑ Management WM-4 Spill Prevention and ✓ ❑ ® El WM-5 Solid Waste ✓ ❑ ® El WM-6 Hazardous Waste t" ❑ ® ❑ Management WM-7 Contaminated Soil t" ❑ ❑ [A No Management contaminated soil onsite. Concrete Waste ❑ ® ❑ Management WM-8 Temporary Concrete El ® L1Washout Facility Temporary Concrete 1:1® ❑ Washout (Portable) WM-9 Sanitary/Septic ✓ ® ❑ Waste Management WM-10 Liquid Waste ❑[ZElManagement ALTERNATIVE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs USED") IF USED, STATE REASON Yes No RIM 1 A Y _ , W'.� r1 l A. Notes: t" The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site BMP Reference Manual is a required contract document. R' Not all minimum requirements may be applicable to every project. Applicabifity to a specific project shall be verified by the Contractor or determined by. Caltrans. () The BMPs listed above are incidental and do not include operations included as separate line items in the contract. t4) Use of alternative BMPs will require written approval by the Res}dent Engineer. WM-1 Material Delivery and Storage & WM-2 Material Use M:\CENTEX2lwpcp\WPCP_Template_071707_74-Ardenwood_Final-doc WPCP Template 05-29-07 Page 30-18 Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 WM-5 Solid Waste Management > BMP WM-5, Solid Waste Management, and BMP WM-6, Hazardous Waste Management shall be implemented to minimize storm water contact with waste materials and prevent waste discharges. Solid wastes shall be loaded directly into trucks for offsite disposal. When onsite storage is necessary, solid wastes shall be stored in watertight dumpsters in the general storage area of the contractor's yard. AC and PCC rubble shall be stockpiled in the general storage area, shall be surrounded with sediment controls (SC -8, Sandbag Barrier) and covered when necessary. Solid waste, including rubble stockpiles, shall be removed and disposed offsite at least weekly. ABC Waste Disposal (License CA9999999) shall provide solid waste disposal services. Hazardous wastes shall be stored in the shipping containers or covered containment area discussed above for materials storage. Hazardous wastes shall be appropriate and clearly marked containers and segregated from other non -waste materials. 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 26 1-263. WM-6 Hazardous Waste Management > When contaminated soils are encountered, the Resident Engineer shall be notified, the contaminated soils shall be contained, covered if stockpiled, and disposed of per WM-7, Contaminated Soil Management, and the Special Provisions. Employees shall be instructed to recognize evidence of contaminated soil, such as buried debris, discolored soil, and unusual odors. WM-8 Concrete Waste Management > This project includes placement of about 50 yd3 of concrete in two separate pours, the largest pour being approximately 30 yd3. The estimated maximum washout volume is 3.5 ft3. Discharges will consist of rinse water and residual concrete (PCC, aggregates, admixture, and water). Estimated pour dates are shown on the project schedule in Section 300.4. Concrete pours shall not be conducted during or immediately prior to rainfall events. > BUT WM=8, Concrete Waste Management, shall be implemented and a below grade concrete washout facility with a 10 mm PVC liner shall be constructed and maintained at the project site as shown on WPCD-1. All excess concrete and concrete washout slurries shall be discharged to the washout facility for drying. The minimum -sized washout, at 10 ft x 10 ft x 3 ft deep, shall provide more than sufficient volume to contain concrete washout wastes and waste collected from concrete saw -cutting operations, discussed below. BMP maintenance, waste disposal, and BMP removal shall be conducted as described in WM-8. Dried -off concrete shall be used as fill material if permitted by the Resident Engineer. M:\CENTEX2\wpcpNWPCP—Templaie-071707_74-Ardenwood—Final-doc WPCP Template 05-29-07 Page 30-20 Wafer Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 30.3 Water Pollution Control Drawings (WPCDs) The WPCDs are included as Attachment A to this Water Pollution Control Program 30.4 Construction BMP Maintenance, Inspection, and Repair A completed Inspection, Maintenance, and Repair Program shall be provided in Attachment B of the WPCP. Site inspections shall be conducted by the Contractor's WPCM or other Caltrans approved 24-hour trained staff at the following minimum frequencies: • Prior to a forecast storm. ■ After a rain event that causes runoff from the construction site. • At 24-hour intervals during extended rain events. ■ Daily inspections within the Lake Tahoe Hydrologic Unit. ■ Weekly during the rainy season. ■ Every 2 weeks during the non -rainy season; and ■ At any other time(s) or intervals of time specified in the Contract Special Provisions. Completed inspection checklists (Attachment C) will be submitted to the Resident Engineer within 24 hours of inspection. Copies of the completed checklists will be kept with the WPCP. A tracking or follow-up procedure shall follow any inspection that identifies deficiencies in BMPs. 30.5 Training The Water Pollution Control Manager (WPCM) assigned to this project is: Dan Balistreri 949-283-3279 FR Development 39415 Ardenwood Way Lake Elsinore, CA 92532 The WPCM shall have primary responsibility and significant authority for the implementation, maintenance, inspection and amendments to the approved WPCP. The WPCM will be available at all times throughout duration of the project. Duties of the Contractor's WPCM include but are not limited to: - Ensuring full compliance with the WPCP and the Permit; and - Implementing all elements of the WPCP. The WPCM shall have the authority to mobilize crews in order to make immediate repairs to the water pollution control measures. MACENTEX2\wpcplW PCP_Templale_071707_74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-22 Water Pollution Control Program (WPCP) SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No. 08 -07 -6 -SN -0702 Section 40 Amendments The WPCP shall be amended whenever there is a change in construction or operations that may cause the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed necessary by the Resident Engineer. All WPCP amendments shall be documented in letter format and include revised WPCD sheets, as appropriate. WPCP amendments shall be certified by the contractor and require approval by the Caltrans or Local Agency / Private Entity Resident Engineer (and Caltrans Oversight Engineer if applicable). Approved amendments and log shall be attached to the Contractor's on-site WPCP in Attachment D. Project Name: SR -74 AT ARDENWOOD WAY/CHRIS CIRCLE Caltrans Contract Number: 08 -07 -6 -SN -0702 Amendment No. Date Brief Description of Amendment Prepared By 1 M:ICENTEX21wpcp1WPCP_Template_071707_74-Ardenwood_Final doc WPCP Template 05-29-07 Page 40-1 Attachment A Water Pollution Control Drawings a trans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Water Pollution Control Drawings March 1, 2007 1 of 1 x U W C5 CC [L o_ 0 .. - _• '� �r' ij, '� / ^. } / ' r•� �^:� 1 i ) �'' ! _ `E'er �' tea' � � : � ' � ff ..�•'; 71 -- fF 33 ti �I_ y-- •y / h z I 1 t a p f it Ji o STOKM 1lAT6K• POLLUTION GONTKDL _GOFFSiXUG11OM HpfES� .. -_ - .�- !• ,t�• - - �� � f • ter.•• -r'J"r r�, - � . OI IN5f-L6 INLET PKOf6Gf1ON. 5EE WPG9-2. - - --- _ r• lPf;• ;� v•' - r• g - ' -• _ _,� OIN5fA1.L FIDEK ROLL. 5EE STANOAKD PLANS f56 FOK - ,:� r<' ` - - .r' � r �•- , IN5f"AfION AS INOIGATEO. _ , t ' a .. - X/ 0111501.L 51Lf fENGE. 566 5TANOAKD PLAN5 T51 FOX - i ''"� •' ' Jr .ay IN5fALL-ATION A5 INDILAf60. ' J •:�)�) 4 O 5fADILIZEO LON5fKUGfION ENfKANGE/fXIf. 5EE 57ANOAKO PLAN �'ltl.' + •r -/ - - 156 FOX IN5fA4AfION INSTRUCTIONS. O5 INSTALL LONGREfE WASH Off AREA. 5EE 5fAMPAR0 PLAN T50 f9K INSfALI.ATION IN5tKUGTION5. _ -' r' '•J��r� Y f 1 ,-�R x- ©PORIADLE TOILETS PEK WM-9, SAN I TARY/5 -Ff I G WAS0 MANAC6MONf. f TMJ� — � ' I' \ N,: ,r ' 'sem • � �� ,(I r � r F 7 ammAK7 MATEKIAL STOKA66, If REOUIKED, P6R WM-I, WM-3 AND 55-7,. x ~' iv 21 - - ; f; f . ar~'• ,r F. f. It ' _ •i,,,, • T' 1. P. i ,,F.. � 1 � YN ALL DIMENSIONS ARE IN FEET oc UNLESS OTHERWISE INDICATED WW •1 w� WATER POLLUTION o� _ _ Q CONTROL DRAWING _ JJr1r . � r • _ �•� �rj�/} �� SCALE 1'=20' o -� WPCD PERMIT TRACKING N0. 08 -07 -5 -SN -0702 0 RELATIVE BORDER SCALE D I 2 S USERNAME$USER Cu EA IS IN INCHES E_, } I + I L 1 DGN FILE •>SREDUEST [ (I DIST COUNTY ROUTE POST MILES SHEET TOT, TpTAi PROJECT No SHEE �- -es- LEbENO DKOP INLET E PIPE 5YSf EM DKAIN INLET E PIPE SYSTEM ,I f f +- I'`n ; 1 �+� l i' `. '-;t ^r �' �1f .-" j'• , ` _ "• j j - •- 081 RIV I 3 I 2 S- �9 pscssr REGISTERED CIVIL ENGI DUf1.E1 PKOtEGION/ V6LOGITY 01551PAfION DEVIGE _ ,r. I I•jF',`I�'-W.__ III II r , •� ` 1 ���R! A ro �°—I GONLKETE WA5H-OUT AKEA r J AV No. 4t9D1 � 5tOKM OKAIN INLET PKOf ELf ION 5UKFA .6 FLOW DIK6LtION �' '��: t�.l w; ��i � 1 _� i i l'Yi .� I ti f I l[ : 1 '. �� 1 �r I PLANS APPROVAL PATE � _xp 3r31101t g R SC ENG rr�r 1Y1 � L; I 3: r 14890 SEVENTH STREET. UNIT B r x uL m w PIPE/UNOEK&KOUNO ` _ ! F', •• _ f VICTORVILLE,CA 92395 C1 Iwi, FLOW 01 KELP I ON WM-D GONGKEtE WA5f6 MANA6EMENf y `• I _ r % �•' - - The Stote of CcIIfornIo or Its officers or ogents shol I not be responsible for > w Iw- a QVC NS -D -VEHICLE I EOUIPNENf GLEANING !!! t • / r�'i•' }• the ocouroty or Completeness of DID(, anlc copies of this pion sheat. p mF— N5-4-VEHI LLE 4 EDUIPM6Nf fUELIN6 N5 -10 -VEHICLE 4 EOUIPM6Nt MAINtENANL6 + 'l 1 S w 1 —. i ! 11 , ? �- . r a -ssv— --mp— 55-2-PXESEKVAfIDN OF 6%15TI0 VECEfAfIDN�• 55-4-HYDKOSEEDINb ii •! s '� tr r --• -•--t 1 1 _ _ .�. --r•" �' - N •�. _ •r /�r i f —e— 55-6-StRAW MULGH -• _ 1� l_ 3• 'I l �II' r" /' •' fll // -ear- 55 -5 -SOIL DINDEK5 Y.r rr ! I �'- 131D' } I tit{ l _ J r� 16-IifADILIZEO LONSfKUGf IDN ENT►JWLE/E%IT 55-}1-5LOPE OKAINS /j�•Y 1,��10'l!rr! - I'i L f !� --'>{ •- _ ,'If I ' 55-9-EAKfH 9IKE/pKAINAb6 5WAL65 ANO 0ITG1i65a} 1 � •-ti r / 5G-1-GHE01;. DAMS !` i 3. i ,,' _ ��'// jS<S f ' I .:•- • ;, _.r! = rr -W-fw �.e•• 5G-1-6ILT FENGES SG-D-SANO OAb DAKKIOK .r` _' - •�- �"- - '�� `Y r 'r• !'i ,� 'E? : ?� r !• J ' ' -� !r r •Y, �' � "- f fi f' f! ! �} r W m 5G-3-5EOIMENt TKAP5 _ � r •r; r0 -rw p w —�z— 50-5-PIDCK KOLL5 _ _ _ F .� '� i r'. vvtil' ` ply r /r - aca L>u7 W STOKMWATEK D15GHAKbE LDGATION r r� 1 i .f ' •� �_. U W C5 CC [L o_ 0 .. - _• '� �r' ij, '� / ^. } / ' r•� �^:� 1 i ) �'' ! _ `E'er �' tea' � � : � ' � ff ..�•'; 71 -- fF 33 ti �I_ y-- •y / h z I 1 t a p f it Ji o STOKM 1lAT6K• POLLUTION GONTKDL _GOFFSiXUG11OM HpfES� .. -_ - .�- !• ,t�• - - �� � f • ter.•• -r'J"r r�, - � . OI IN5f-L6 INLET PKOf6Gf1ON. 5EE WPG9-2. - - --- _ r• lPf;• ;� v•' - r• g - ' -• _ _,� OIN5fA1.L FIDEK ROLL. 5EE STANOAKD PLANS f56 FOK - ,:� r<' ` - - .r' � r �•- , IN5f"AfION AS INOIGATEO. _ , t ' a .. - X/ 0111501.L 51Lf fENGE. 566 5TANOAKD PLAN5 T51 FOX - i ''"� •' ' Jr .ay IN5fALL-ATION A5 INDILAf60. ' J •:�)�) 4 O 5fADILIZEO LON5fKUGfION ENfKANGE/fXIf. 5EE 57ANOAKO PLAN �'ltl.' + •r -/ - - 156 FOX IN5fA4AfION INSTRUCTIONS. O5 INSTALL LONGREfE WASH Off AREA. 5EE 5fAMPAR0 PLAN T50 f9K INSfALI.ATION IN5tKUGTION5. _ -' r' '•J��r� Y f 1 ,-�R x- ©PORIADLE TOILETS PEK WM-9, SAN I TARY/5 -Ff I G WAS0 MANAC6MONf. f TMJ� — � ' I' \ N,: ,r ' 'sem • � �� ,(I r � r F 7 ammAK7 MATEKIAL STOKA66, If REOUIKED, P6R WM-I, WM-3 AND 55-7,. x ~' iv 21 - - ; f; f . ar~'• ,r F. f. It ' _ •i,,,, • T' 1. P. i ,,F.. � 1 � YN ALL DIMENSIONS ARE IN FEET oc UNLESS OTHERWISE INDICATED WW •1 w� WATER POLLUTION o� _ _ Q CONTROL DRAWING _ JJr1r . � r • _ �•� �rj�/} �� SCALE 1'=20' o -� WPCD PERMIT TRACKING N0. 08 -07 -5 -SN -0702 0 RELATIVE BORDER SCALE D I 2 S USERNAME$USER Cu EA IS IN INCHES E_, } I + I L 1 DGN FILE •>SREDUEST x x r N m SECTION A -A v m H o w w m o e� Cr r.x r > LJ a Trench and embed erosion Lr U control blanket or geotextlle fabric adjacent to drainage Inlet (see Note 5) Drainage Inlet 3' Min x[x IO' Max Flow �r LuC:J W �-o -it UJ _J= U'-- Ln JN 4W U O y m LU W L) W > U SECTION A -A v m H L 3 L ` o e� Cr r.x i ILL) x[x U W x I 'Y pxx�i CC • r. i 8 I I I Sheet Flow I I I I 4 •• I x I xk r Q I I I Erosion Control Blanket or Geotextile Fabric Staple Wood Stake Fiber ROB Mulch or other soil stabilization practice N 6' x G' Trench Limit of drainage Inlet protection Drainage Inge') %4 y xX Concrete apron (If present, sae Note 5) Q I x [ Wood stake spaced [ Goll mm on center- Position enterPosition Joints away from concentrated flow I ` I Yh D Ix [ I I 1 ••C'7 i ;^w I _ . I I 4 Secure Erosion Control O x zx Blanket. or Geotextile Fabric with Staples (See Note 6) t x I p x Fiber ROB X� I Mulch or other soil T----------X-r- stabinzatlon practice X A �pr PLAN sfa� TEMPORARY DRAINAGE INLET PROTECTION (TYPE 4A) (FIBER ROLLS) DISTI COUNTY ROUTE TaTAL WIEC7 Noy SI FOAM BARRIER SPACING TABLE OB RIV 74 17.3 2 SLOPE OF ROADWAY [PERCENT) 0 to I Ito 2 2 to 3 3 to 4 5 C�, INTERVkI BETWEEN BARRIERS Ift) 50' 35' 3(P 25' 2D' REGISTERED CIVIL ENGI®ANGLE FROM FACE OF CURB (DEGREES) 7D' 70' 7D• 45' 45':SUGGESTED BARRIER LENGTH (ft) 6'6'6'G'6'PLANS RPPROVAL DRTESC ENGINEERING 14890 SEVENTH STREET, UNIT B VICTORVILLE,CA 92395 Existing Curb or Dike (behind) The State of California or Its officers or ogantS shall nat be responsible for the occurocy or completeness of electronic coplas of this plan sheet. Geotextile Fabric Cover Foam Core NOTES ZD f t I Concrete Nall L Temporary linear sediment barrier shallbe Roadway Pavement IOG) slit fence, fiber roll, gravel bog barrier, Flow or other. 2. lnsfDB Temporory Slit Fence by first digging trench, driving posts, placing and sealring SECTION Adhesive Beads fabric. Than bockflBand tamp. 3. Dimensions may vary to f!t field conditions. FOAM BARRIER DETAIL 4. Install a minimum of 3 foal barriers upstream of each drainage inlet to be protected. Foam barrier must be Installed S. Position erosion control blanket or flush against curb or dike face. apronxalfabricle nd secura In tree of concrete trench. Trim flexible dike as necessary. r 6. Erosion control blanket/geotextlle fabric f 1• Adhere leading edge of front Is not required If the arso adjacent to f apron to curb or dike face with the drainage Irdet is vegetated. Grovel -filled Bags adhesive Curb or Dike Install r concrete nall with To Drainage Inlet %Z washer at leading edge of Wood Post�l Rear apron f FLOW front apron ' Angle from face of curb (See Table) Silt Fence Fabric 4"_/I'7yp Adhere front apron with [Z11/4' 7 beads of adhesive at leading and Flew ROADWAY trolling edges of front apron PERSPECTIVE GL } JD' Min Interval (See Tablet 3, Max 'j Min Min 1 I ,k Curb or D� - ..Y G' x 6' Trench v' (See Note 2) SECTION Gravel-flned Bogs TEMPORARY SILT FENCE DETAIL Foam Barrler Temporary Linear -' 1': +� a a ���Angle Sediment Barrier 9 l _ (See Table) `1a .. Drainage Inlet 4' Min from Edge of Travelled Way -------------------------------- ------ - - T- ROADWAY PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 46) (FOAM BARRIER) RELATIVE BORDER SCALE a 1 2 3 USERNAME ->&USER Is IN INCHES %.._ I I [ I i I DEN FILE -> &REOUEST r� %p Dia. Steel wire STAPLE DETAIL WATER POLLUTION CONTROL DRAWING NO SCALE PERMIT TRACKING NO. OB -07 -5 -SN -0702 WPCD-2 CUI EA 2 0 P O O O Attachment B Maintenance, Inspection and Repair of Construction Site BMPs Attachment B Maintenance, Inspection, and Repair of Construction Site BMPs SWPPP Ins ectfon, Maintenance and BEST MANAGEMENT INSPECTION FREQUENCY PRACTICES (BMPs Rain Non -Rain . IG . . SS -1 Scheduling Weekly Every 2 weeks SS -2 Preservation of Vegetation Weekly Every 2 weeks SS -7 Temporary Cover (Plastic Daily Every 2 weeks MAINTENANCE/REPAIR PROGRAM ■ No work during periods of rain. • Inspect for failures. SC -1 Temporary Silt Fence Weekly Every 2 weeks .tsn'�1t-' A3XwAV'i.'i'i�F:rof3:l'9�•'.'.i:;+�:�.+� ■ Inspect for damage and repair/replace if SC -5 Temporary Fiber Rolls Weekly Every 2 weeks needed. SC -7 Street Sweeping Weekly Every 2 weeks s Adjust booms frequently; properly SC -10 Temporary Drain Inlet Weekly Every 2 weeks disposal of waste. w N Protection ■ Replace if damaged. WE -1 Wind Erosion Control Weekly Every 2 weeks ■ Keep storage area clean. TC -1 Temporary Construction Weekly Every 2 weeks ■ Recover protected areas if coverage is Entrance not sufficient. N Inspect for damage and repair/replace as needed. r Remove debris that may be tracked onto pavement from shoulder. SC -7 Street Sweeping Weekly Every 2 weeks ■ Adjust booms frequently; properly TC -1 Temporary Construction Weekly Every 2 weeks disposal of waste Entrance TC -2 Stabilized Construction Weekly Every 2 weeks ■ Inspect for damage and repair/replace if needed. Roadway Every 2 weeks a Inspect and maintain ma TC -3 Temporary Weekly Every 2 weeks - Entrance/Outlet Tire Wash ions NS -1 Water (I NS -3 Pavin( SawCL Opera NS -6 Illegal Illegal NS -8 Vehicl Cleani NS -9 Vehicle Fuelin NS -10 Vehicl; Mainte NS -12 Concre NS -14 Concre r <r Control and ;axicr7 7.{f _= xtm Y•1[:F�_9 Weekly t K tl�[if� IHA LMt_ Every 2 weeks N. E31V1 .5 .-95 tMms-' S a Repair water equipment rvation prevent unintended disc) Sealing, Weekly Every 2 weeks a Inspect and maintain ma tting, and Grinding to minimize leaks and dri ions ■ Inspect the site regularly -onnection and Daily Every 2 weeks illegal dumping or discha discharge Detection incidents at time of disco It and Equipment Daily Every 2 weeks as Inspect equipment routin Ig replace as needed. and Equipment I Daily Every 2 weeks and Equipment Daily Every 2 weeks lance to Curing Weekly Every 2 weeks to Finishing Weekly Every 2 weeks 3s needed to large. :hinery regularly ps. to check for any rge. Report eery. ply. Repair or Caltrans Stormwater Quality Handbooks SWPPPIWPCP Preparation Manual Maintenance, Inspection, and Repair of Construction Site BMPs Ewbuns March 1, 2007 - 1 of 2 Attachment C Stormwater Quality Construction Site Inspection Checklist PROJECT AREA SUMMARY AND DISTURBED SOIL AREA (DSA) SIZE LIMITS FROM SPECIAL PROVISIONS Total Project Area Hectares Rainy Season DSA Limit Hectares Field Estimate of Non -Active DSAs Hectares Field Estimate of Active DSAs Hectares Acres Acres Acres Acres Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1, 2007 1 of 7 GENERAL INFORMATION Project Name SR -74 at Ardenwood Way/Chris Circle Caltrans Contract No. 08 -07 -6 -SN -0702 Contractor Inspector's Name Inspector's Title Signature Date of Inspection Inspection Type (Check Applicable) ❑ Prior to forecast rain ❑ 24 -hr intervals during extended rain ❑ After a rain event ❑ Other Season (Check Applicable) ❑ Rain y ❑ Non -Rainy Storm Data Storm Start Date & Time: Storm Duration (hrs): Time elapsed since last Storm (Circle Applicable Units) Min. Hr. Days Approximate Rainfall Amount (mm) PROJECT AREA SUMMARY AND DISTURBED SOIL AREA (DSA) SIZE LIMITS FROM SPECIAL PROVISIONS Total Project Area Hectares Rainy Season DSA Limit Hectares Field Estimate of Non -Active DSAs Hectares Field Estimate of Active DSAs Hectares Acres Acres Acres Acres Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1, 2007 1 of 7 Attachment C Stormwater Quality Construction Site Inspection Checklist OTHER REQUIREMENTS 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 50 ft from concentrated flows, downstream drains a 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, swept, and vacuumed daily? Are all paved areas free of visible sediment tracking or other particulate matter? Is rock at Temporary Construction Entrance(s) 12 -inches or more in thickness? Does sediment need to be removed From the rock, or does the rock need to be replaced? For Type 2 Construction Entrance, does sediment need to be removed from ribbed plates? Location: Location: Location: Location: Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1, 2007 3 of 7 Attachment C Stormwater Quality Construction Site Inspection Checklist OTHER REQUIREMENTS 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? Ore temporary containment facilities and bagged/boxed materials 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 enteringthe he drainage system? Do temporary concrete washout facilities provide sufficient volume and freeboard for planned concrete operations? Are the temporary concrete washout facilities' PVC liners free From punctures and holes? Are concrete wastes, including residues from cutting and grinding, aontalned and disposed of off-site or in concrete washout spills from mobile equipment fueling and maintenance ierly contained and cleaned UD? 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 breakperiods? Is 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: emporary Mater Body Crossing or Encroachment re temporary water body crossings and encroachments instructed as shown on the plans or as approved by the Does the project conform to the requirements of the 404 permit and/or 1601aareement? Location: Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1, 2007 5 of 7 re there any BMPs not properly functions, leakages or spills ob: discharge of pollutants to surfa( Sally detectable in storm water? yes, were samples for non-visuall dlected pursuant to the sampling ; sere soil amendments (e.g., gypsu yes, were samples for non -visual! illected pursuant to the sampling Id storm water contact stored mato discharge from the construction si )ntainers, etc.) yes, were samples for non-visuall, illected pursuant to the sampling Attachment C Stormwater Quality Construction Site Inspection Checklist OTHER REQUIREMENTS Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1, 2007 7 of 7 implemented, or breaches, served, which could result in :e waters that would not be y detectable pollutants and analysis plan during rain im) used on the project? y detectable pollutants and analysis plan during rain ;rials or waste and resulted in te? (Materials not in watertight 1 detectable pollutants ind analysis plan during rain Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1, 2007 7 of 7 Attachment D Amendments For Use When Caltrans is Administering Project For Caltrans Use Only Resident Engineer's Approval and Caltrans Certification of the Water Pollution Control Program 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." Resident Engineer's Signature Resident Engineer's Name Amendments 2 of 3 Date Resident Engineer's Telephone Number Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual March 1, 2007