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HomeMy WebLinkAboutTR 25479 RAMSGATE - WATER POLLUTION CONTROL (WPCP) HWY 74 ARDENWOOD WAY 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 Street777 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 Manager Dan Balistreri 949-283-3279-Cell Contractor's Desienated Water Pollution Control Inspector(if different from WPCW See Above WPCP Prepared by: SC Engineering 14890 Seventh Street, Unit B Victorville, CA 92395 760-955-7712 R. S. Chavez WPCP Preparation Date December 6, 2007 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 ' risonment for knowing violations." Signature Date Dan Balistreri 949-283-3279 Name and Title Telephone Number Is a Local Agency/ Private Entity administering the project? E'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 Date of WPCP Approval Resident Engineer's Name(printed) 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/CHR1S 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. 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"_ " . rn. y " " if m " v: a w L� m m m m �, 7. �, �, �, �, a a I c, I, m m m I m m m m Ip m o m a r T r �T r a a O a a a a .D a � T N I 7F co ry J � ` k O I = 1 m E i 1"O Go `' - • CD I T ci Q I I` I 1t7 U m _ C C O 1 m .2 w �~. ) = 0 m m I m m p i m t o m n o v U) d � m zz I C c i x v = FAej) t ' " =%i c p 1 I m ° is v I y I� 3 -0 !— c +a � m ; & N O ,t N m m C +U I m m m CDU :° a U �X rm C �n c ry I ' I I UO m^ rn yO CO c iw mE Co 'co E o o O c m ml o m I� N !` � im ko a V t� U o o a ml Z dT a w o N N k N N m m y m vai m 6�+ p 7p o o m N m w !� = = = c� w c ¢ ¢ t= a n, ni N h E- COI } -- — 0 v_ U L) O r (V M 'Q u') t0 I- to O) a`o ii Water Pollution Control Program(WPCP) SR-74 AT ARDENWOOD WAY/CHRIS CIRCLE Contract No.08-07-6-SN-0702 TEMPORARY STABILIZATION BMPs* CONSTRUCTION MINIMUM CONTRACT BMP USED BMP ID NO�'� BMP NAME REQUIRE_ BID ITEM YES NO IF NOT USED,STATE REASON MENT 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 (Polymer Stabilized ✓tz) ❑ ❑ ® Permanent BFM used. Fiber Matrix) Temporary Erosion I SS-4 Control(With ✓(2) ❑ ❑ ', Permanent BFM used. Temporary Seeding) SS-5 Temporary Soil Stabilizer ❑ ❑ ❑ Permanent BFM used. Temporary Erosion Control(Straw SS-6 Mulch with ❑ ® Permanent BFM used. Stabilizing Emulsion) Temporary Erosion Permanent BFM used. Control Blanket(On ✓(2) ❑ ❑ SS-7 Slope) Temporary Erosion Control Blanket(In Z Not Applicable to Project swale or ditch) ❑ ❑ SS-7 Temporary Cover ✓(2) ❑ ® ❑ (Plastic Covers) SS-8 Temporary Mulch (Wood) ❑ ❑ ® Permanent BFM 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- 1. 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_Template_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 TEMPORARY • • CONSTRUCTION MINIMUM CONTRACT BMP USED BMP ID NO BMP BMP NAME REQUIRE- BID ITEM IF NOT USED,STATE REASON MENT(3) YES NO SC-1 Temporary Silt ✓(2) ❑ ® ❑ Fence SC-2 Temporary ❑ ❑ ® Linear project with no area for Sediment Basin basin SC-4 Temporary Check Dam ❑ ❑ ® Not applicable to project SC-5 Temporary Fiber ✓(2) ❑ ® El SC-6 Temporary Gravel Bag Berm ❑ El ® Not applicable to project. SC-7 Street Sweeping ✓ ❑ ® ❑ SC-8 Temporary Sandbags ❑ ❑ ® Not applicable to project { Temporary Straw SC-9 Bale Barrier ❑ ❑ ® Not applicable to project SC-10 Temporary Drain ✓ ❑ ® El Protection ALTERNATIVE SEDIMENT CONTROL BMPs USED(`) Yes R No * pprry�, �v IF USED,STATE REASON P�k 11 ni I FN W V__ MWIN 1WW 'Y ••.'� va. ie"oll 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. 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/CHR1S CIRCLE Contract No. 08-07-&SN-0702 30.1.3 Tracking Control BMPs The following tracking 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 Contact 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/CHR1S CIRCLE Contract No.06-07-6-SN-0702 TEMPORARY is 'O • CONTROL BMPs CONSTRUCTION MINIMUM CONTRACT BMP USED BMP ID N00) BMP NAME REQUIRE_ BID ITEM YES NO IF NOT USED,STATE REASON MENWE-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 rOgg �b k? r py�LY_0 E"a u WPM,ORN c.gti a Notes: t'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. t Izl 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. tat 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 CONSTRUCTION CONSTRUCTION MINIMUM CONTRACT BMP USED BMP ID NO�'� BMP NAME REQUIRE_ BID ITEM YES NO IF NOT USED,STATE REASON NS-1 Water Control and ® El El NS-2 Dewatering ® No dewatering required. Paving,Sealing, NS-3 Sawcutting,and ® El El Operations NS-4 Temp Stream Crossing�'� ❑ ❑ ® Not applicable to this project Clear Water NS-5 Diversion�'� ❑ ❑ ® Not applicable to this project Illegal Connection and Illegal NS-6 Discharge ✓ ® ❑ Detection Reporting NS-7 Potable Water! Irrigation ❑ ❑ ® Not applicable to this project Vehicle and NS-8 Equipment ✓ ® ❑ Cleaning Vehicle and NS-9 Equipment ✓ Fueling Vehicle and NS-10 Equipment ✓ Maintenance Pile Driving NS-11 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/CHR1S CIRCLE Contract No. 0"7-6-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 BMP 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(vt%PCP) SR-74 ATARDENWOOD WAWCHRIS CIRCLE Contract No. 08-07-6-SN-0702 CONSTRUCTION WASTE MANAGEMENT AND MATERIALS POLLUTION-CONTROL CONSTRUCTION MINIMUM CONTRACT BMP USED BMP ID NO BMP NAME REQUIRE- MENT'2J BID ITEM YES NO IF NOT USED,STATE REASON WM-1 Material Delivery ✓ ❑ ® Eland Storage WM-2 Material Use ✓ ❑ ® ❑ Stockpile WM-3 Management '� ❑ ® ❑ Spill Prevention and WM-4 Control ✓ ❑ ® ❑ WM-5 Solid Waste ✓ ❑ ® El WM-6 Hazardous Waste ❑ ® ❑ Management "1 WM_7 Contaminated Soil Management t" ❑ ❑ ® No contaminated soil onsite. Concrete Waste ❑ ® ❑ Management WM_8 Temporary Concrete ❑ ® ❑ Washout Facility Temporary Concrete ❑ ® ❑ Washout(Portable) WM_9 Sanitary/Septic ✓ ❑ ® ❑ Waste Management WM-10 Liquid Waste ❑ ® El ALTERNATIVE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs USED(") IF USED,STATE REASON Yes No OMNI -40M, .20 1�_,t,"5 C' ✓h -J v"Y�f ^35L K'Oi'f --m Tuna`wC�"r"'€�'"`Y S,y'° f '.'} ✓ 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.Applicability 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 Resident 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/CHR1S 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, shah 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.0"7-6-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_Template_071707_74-Ardenwood_Final.doc WPCP Template 05-29-07 Page 30-22 Water Pollution Control Program(WPCP) SR-74 AT ARDENWOOD WAY/CNRIS CIRCLE Contract No.0"7-6-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 M:ICENTEX21wpcp1WPCP_Template_071707_74-Ardenwood_Final doc WPCP Template 05-29-07 Page 40-1 Attachment A Water Pollution control Drawings Caltrans Storrnwater Quality Handbooks SWPPP/WPCP Preparation Manual Water Pollution Control Drawings March 1,2007 1 of 1 f .(j OIST COUNTY I ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 R 1 1 74 1 17.3 I 2 �- DKOP INLET E PIPE 5Y51EM ! � �� �' `•\ '• -•es- DKAIN INLET E PIPE SYSTEM POFESSro OU11.E1 PKOtEG I ON/ - { +: 1-.+x s'• , l - REGISTERED CIVIL ENG btl t x V6LOGITY 01551FAfION OEVIGE ,,: ' r' 1 +� :p �•� GONGK6f5 WA5H-OUT AKEA _ l ( 1 l + i i + PLANS APPROVAL DATE �• a � 5fOKM OKAIN INLET PKOf 6Lf ION �' -[,JJ� i �� ,� j ---� 5UKFAG6 FLOW '.-�; '►•-r-1 -J t WEERa e } w O I K6GT I ON �✓ �` + 1 �. >,n+, ;' - SC ENG SEVENTH I NG r,� OF rA m L; I ,• 14890 SEVENTH STREET. UNIT B Or�ALq� PIPE/UNOEKbK0UN0 � - J VICTORVILLE,CA 92395 Cl w FLOW D I KEL110N `.' �•' '- IWiI WM-D-GONGK6ff WA5f6 MANA66M6Nf The Stote of Collfornlo or Its officers ' or agents shall not be responsible for > IW- �iPC NS-D-V6H16LE 0 EOUIPNENf LL6ANIN6 t / ;' the Occurocy or oOfllpleteness of electronic I copies of this pion sheet. p mF- N5-4-VEHILLE E 60UIPMENf FU6611,16 LAJ N5-10-VEHILLE E 601.111710I6Nf MA I Nf 6NANGE 1 1 t r f T •f' ! i 55-2-PKE56KVAfIO9 OF 6%15110 VEGEfAfIDN +•l -- ---•r '" _ '• ! %�- --am- 55-t-HYDK05EEDIN6 1' � ° •�l�"° ! - rr1' - ! �' -A- 55-6-StRAW MULCH - � 3 '1 �;`�' ,% '• /� -e.••r- 55-5-501L DINDEK5 f6-I-STA611,IZ60 GONMUGf ION 6HTKANG6/EXIT �..� . i t + 1 L'130' •�r i'/' -.•fit o• ir/ �� •-eso•.- 55-11-51.0PE OKAINS 10' �` t �- 55-9-EAKTH OIK6/OKAINA66 5WAL65 AND 0IfGH65 ``: } �2 •I♦ k �(j 1 �i j'�'. ;ti - ••~ ';'• , SL-t-GHEGK DAMS r- / •••.1 ` � .;S<S f ,i •. - r -�-� 5L-I-SILL FENCES - 'ram f j `l'• - v �.e•. SG-D-SANO OAb 6AKKI6K •`•• '-_ - -'�- L �� JJ -� `�_ //�iJ� C- r Wm m 5G-3-5EOIMENt fKAP5 �' ��C yt;` , r' �� �3 •'9 //' / ?u Y -�z- 50-5-FIBEK KOLL5 !/ ,'/ ,,;�;� l ••+ ^' .+ r� - /i / ��• j" L> STOKMWATEK 015GHAKbE LOGATION r,. a:1/ '1 1, / ./+ :lr).1r 00, �i •i' W StOKM WAT6K P01•LUTION GONIKOL G0NS1KUGf10N NOT65• - _ _ •~- �. •{/' __ -Ju _ r• 1 j'• .�!,•✓/~+ /./. '+ '� d Oj INSTALL INL6f PIZKOC410N. 5EE WPOD-2. - --- r/ /r•/Jf• ' �! •� '• r�- (DiwALL F106K ROLL. 5EE STANOAKD PLANS f56 FOK - - y'�~, r'• -t. 'y'• ��.'' ` x'; ( '',. I,•% �' •. I N5f"AflVN AS INOIGA160. 5• _ } ..�- �.• _ ••��' ;'M�� ti,. f/ s. 4 O IN5fALL 51 Lf 1`64G6. 566 5TANOAKD PLAN5 T51 FOK r '+� ' / •.�� i'J, J IN5fALLA110N A5 INDIGAf60. / <<t 'v',I, •f : .,,v !' •' /{? O 5fAbILIZFO 00115fcUGtION ENfKANG6/6Xlf. 5EE 5fANPAKO PLAN i5D FOX INSTALLATION INSTRUCTIONS. to i / r'•I O5 INSTALL GONGK6f6 WASH OUf AREA. 5EE 5fAMPAK0 PLAN i59 FOK IN5fALI.ATION I1,15tKUGTION5. -' ' :•� ..1` •�'•� /.'"� '7 �•, ©POK1A6L6 1`01L615 PEK WM-9) 5ANIfAKY/56Pf1G WAS0 MANAb6M611f. CO7 fEMPOKAKY MASEKIAL STOKAGEr IF KEOUIKED) 1`61Z NM-I) WM-3 AND 55-7. ,,.•''-;+'p'��� _ �'f •';'r - ' j �r •''�,' x z 6 • r , ,✓ 1�,•� +�X CH r / t, f. �• -y��• r� ^s- {� L ♦•\ :1 \ I r�'�.��____ WW q tl w; ALL DIMENSIONS ARE IN FEET oc i" - 1 �/1� \, \ \ •`}s ' UNLESS OTHERWISE INDICATED o0 x .y-- - WATER POLLUTION Lu / O o� �' �Q \ CONTROL DRAWING _ g SCALE 1'=20' > o PERMIT' TRACKING NO. 08-07-6-SN-0702 WPC®-1 o RELATIVE BORDER SCALE O 1 2 3 USERNAME ->$USER Cu EA IS IN INCHES L + 1 i I + 1 DGN FILE •>SREDUEST DUST COUNTY ROUTE POST MILE5 SH-C TOTAL TOTAL PROJECT No SHEETS FOAM BARRIER SPACING TABLE OB Rlv 74 17.3 2 2 SLOPE OF ROADWAY [PERCENT) 10 toll Ito 2 2 to 3 3 to 41 S + S. CS7 t INTERVAL BETWEEN BARRIERS Ift) 50' 35' 3(Y 25' 2D' REGISTERED CIVIL ENGI �Flo ESSIo 4s[ x ANGLE FROM FACE OF CURB (DEGREES[ 7D' 70- 7D' 45' 45- ^460 rc SUGGESTED BARRIER LENGTH (ft) 6' 6' 6' 6' 6' R 5.CHAV PLANS APPROVAL DATE uo. 41904 o ■a 3/31/01 m r w SC ENGINEERING es4 civ( m j 14090 SEVENTH STREET. UNIT B o w VICTORVILLE.CA 92395 vwi Lu Existing Curb or Dike F (behind) The Sto+e of CoIIfOrn10 or Its officers w a or ogents sholi not be responsible for o Trench and embed erosion_ Erosion Control Blanket the oceurocyy or completeness of electronic control blanket or geotextlle or Geotextlle Fabric Copt as of this p I on sheet. fabric adjacent to drainage r 10.5' B' Inlet (see Note 5) Stople Drainage Inlet Wood Stake Geotextile Fabric Cover 3'Min Fiber Roll I Foam Core NOTES ID'Max r Mulch or other soil �t Concrete Nall stabilization practice $) Temporar linear sediment barrier sha Roadway Pavement IOG) L slit fence fiber roll,gravel bog barrier,be x Flew - F14 ow or other. 2. Install Temporary Slit Fence by first digging / trench,drivin Dockf]Rondoto p securing serinq j N SECTIO/N Adhesive Beads 3. Dimensions may vary to f!t field conditions. y FOAM BARRIER DETAIL w m m 4. Install a minimum of 3 foaT barriers w o 6'x G'Trench upstream of each drainage inlet to be LU SECTION A-A protected. NC JN w :�JY%= S. Position erosion control blanket or Foam barrier must be Installed aw x �=• geotextlle fabric of edge of concrete Up rJ flush against curb or dike face, apron and secure In trench. Trim flexible dike as necessary. 'a LlInt of drainage 6. Erosion control blanket/geotextlle fabric e Inlet protection n�7: Adhere leading edge of front Is not required If the areo adjacent to L ? apron to curb or dike face with the droinoge Inlet Is vegetated. Sh :LL Drainage Wet �+ Grovel f10ed Bops ;1 adhesive w @ea x x x R x>x rxxx=xx Curb or Dike Install I concrete naR with To Drainage Inlet w <ja x x xx H �$ Y zx xPA x wee %Z washer at leading edge of Wood Post x-- y ---�-^--�----------- -- -------�Mi xx Concrete apron Rear oi>ron / FLOW front apron !! v i o k x Xx H present see Note 5) / Angle from face of curb (See Table) Slit Fence W x 1 xx xx o 11 O xx ,off/,<. I'Typ Adhere front apron with (20/4' N Wood stake spaced t 1 600 mm on center / beads of adhesive of leading and lli Flow L.J %'Yx I I ROADWAY trong edges of front apron �y x� O O M i Position joints away PERSPECTIVE ? a _._. from concentrated flow 6'x 6'Trench - x i 1 (See Note 2) i — xh SECTION D i' ID'Min i Interval(See Table) Bogs TEMPORARY SILT FENCE DETAIL 0 1 1 Sheet Flow ; ; I ct s;rw _"l Grovel-fllled B! O ax �- _ _ i ..MM � . _Foam Bta rrier Secure Erosion al Blanket Pe Fabric Staples Y-zr� 1'.c 2. (See Note 6) - C= x I rx t x ,. Curb or or D�— 4' vll-`�' xNxIx� r OFiber Roll TemporaryLinear le 1.t 1 -ly/ ' Sediment Barrier m /p Dlo. Mulch or other soil e Tablet--------------- -- - stablRzatlon proctice ! Steel wire x x x x x Drainage Inlet 4'Min from Edge O 3 "" of Travelled Way STAPLE DETAIL w T ROADWAY 5� PLAN a{ W TEMPORARY DRAINAGE PLAN INLET PROTECTION (TYPE 4A) TEMPORARY DRAINAGE (FIBER ROLLS) INLET PROTECTION (TYPE 46) Q (FOAM BARRIER) a= Z of 2 •• Ili Q W W U HF I.L ol d W 'a WATER POLLUTION <_ cc CONTROL DRAWING o0 NO SCALE WPCD-2 < o PERMIT TRACKING NO. OB-07-6-SN-0702 0 RELATIVE BORDER SCALE 0 1 2 3 USER NAME .)&USER Cu EA IS IN INCHES I , I I 1 DGN FILE ->&REOUEST Attachment B Maintenance, Inspection and Repair of Construction Site BMPs Attachment B Maintenance, Inspection, and Repair of Construction Site BMPs SWPPP Ins ection,Maintenance and Re airpro ram BEST MANAGEMENT INSPECTION FREQUENCY PRACTICES BMPs Rain Non-Rain MAINTENANCE/REPAIR PROGRAM SS-1 Scheduling Weekly r Every 2 weeks ■ No work during periods of rain. SS-2 Preservation of Vegetation Weekly Every 2 weeks ■ Inspect for failures. SS-7 Temporary Cover(Plastic Daily Every 2 weeks Covers 7�3,<��Bjll�..��:�, SC-1 Temporary Silt Fence Weekly Every 2 weeks ■ 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 ■ Adjust booms frequently; properly SC-10 Temporary Drain Inlet Weekly Every 2 weeks disposal of waste. Protection _ ■ Re lace if damaged. y _ C oSiQi��GOh1TRO,LS_MPs ,v g?�� WE-1 Wind Erosion Control WeeklyV Every 2 weeks ■ Keep storage area clean. TC-1 Temporary Construction Weekly Every 2 weeks ■ Recover protected areas if coverage is Entrance not sufficient. ■ Inspect for damage and repair/replace as needed. ■ 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 ■ Inspect for damage and repair/replace if TC-2 Stabilized Construction Weekly Every 2 weeks needed. Roadway TC-3 Temporary Weekly Every 2 weeks Entrance/Outlet Tire Wash x .,,.�-:M.� r ! ._. •„;-�_ r;,. Q F �M4U1(A aE�i��N <��NI�f=�t'` M •� •�:Gy; •_ "�' : ' NS-1 Water Control and Weekly Every 2 weeks ■ Repair water equipment as needed to Conservation prevent unintended discharge. NS-3 Paving, Sealing, Weekly Every 2 weeks ■ Inspect and maintain machinery regularly Sawcutting, and Grinding to minimize leaks and drips. Operations ■ Inspect the site regularly to check for any NS-6 Illegal Connection and Daily Every 2 weeks illegal dumping or discharge. Report Illegal Discharge Detection incidents at time of discovery. NS-8 Vehicle and Equipment Daily Every 2 weeks ■ Inspect equipment routinely. Repair or Cleaning replace as needed. NS-9 Vehicle and Equipment Daily Every 2 weeks Fueling NS-10 Vehicle and Equipment Daily Every 2 weeks Maintenance NS-12 Concrete Curing Weekly Every 2 weeks NS-14 Concrete Finishinq Weekly Every 2 weeks Caltrans Stormwater Quality Handbooks SWPPPIWPCP Preparation Manual Maintenance,Inspection,and Repair of Construction Site BMPs March 1,2007 1 of 2 Attachment C Stormwater Quality ConstructionSite Inspection Checklist GENERAL INFORMATION pProjectame 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 ❑ Prior to forecast rain ❑ After a rain event (Check Applicable) ❑ 24-hr intervals during extended rain ❑ Other Season ❑ Rain (Check Applicable) y ❑ Non-Rainy Storm Start Date&Time: Storm Duration (hrs): Storm Data Time elapsed since last Approximate Rainfall storm (Circle Applicable Units) Min. Hr. Days 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 Non-Active DSAs Hectares Acres Field Estimate of Active DSAs Hectares 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 r 1Q�xnnn i4eo i..a�. a ,K } ,.�?'•c����, t�i��rreur��;�'�` �..�-: - k��� �s,�Q.�•'.,4.-s• •, L, .� ~' 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 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, 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 �:' , _ ac 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? 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 the temporary concrete washout facilities'PVC liners free from punctures and holes? 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 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: Location: Location: Location: Temporary Water Body Crossing or Encroachment Are temporary water body crossings and encroachments constructed as shown on the plans or as approved by the engineer? Does the project conform to the requirements of the 404 permit and/or 1601agreement? Location: Location: Location: Location: Caltrans Stormwater Quality Handbooks SWPPP/WPCP Preparation Manual Stormwater Quality Construction Site Inspection Checklist March 1,2007 5 of 7 Attachment C Stormwater Quality Construction Site Inspection Checklist OTHER REQUIREMENTS IN, r "cEt a tip ' , Were there any BMPs not properly implemented,or breaches, malfunctions, leakages or spills observed,which could result in the discharge of pollutants to surface waters that would not be visually detectable in storm water? If yes,were samples for non-visually detectable pollutants collected pursuant to the sampling and analysis plan during rain events? Were soil amendments (e.g.,gypsum)used on the project? If yes,were samples for non-visually detectable pollutants collected pursuant to the sampling and analysis plan during rain events? Did storm water contact stored materials or waste and resulted in a discharge from the construction site?(Materials not in watertight containers, etc.) If yes,were samples for non-visually detectable pollutants collected pursuant to the sampling and analysis plan during rain events? 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 Date Resident Engineer's Name Resident Engineer's Telephone Number Caltrans Stormwater Quality Handbooks Amendments SWPPP/WPCP Preparation Manual 2 of 3 March 1,2007