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PRIVATE CIVIL ENGINEER'S EROSION CONTROL LIST OF MAJOR CONSTRUCTION MATERIALS, LIST OF BEST MANAGEMENT PRACTICES (BIVIP's)-USE AS APPLICABLE
<br /> BMP LEGEND PLAN GENERAL NOTES WASTE AND ACTIVITIES AT THE PROJECT SITE (REFERENCE: CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK FOR CONSTRUCTION
<br /> INSTALL STRAW WATTLES BARRIER PER CONSTRUCTION NOTE (f�D AND DETAIL 1. THIS EROSION CONTROL PLAN WAS PREPARED AT THE REQUEST OF IN-N-OUT BURGER, 1. CONCRETE PAVEMENT. ACTIVITY, NOVEMBER 2009)
<br /> "Y" SHOWN HEREON. DEVELOPER OF THE PROPERTY BEING DEVELOPED AT THE LATHROP MARKETPLACE 2. CONCRETE CURBS AND WALKS. NON-STORMWATER MANAGEMENT AND
<br /> SHOPPING CENTER PAD "J", LOCATED AT 16514 GOLDEN VALLEY, IN THE CITY OF EROSION AND SEDIMENT CONTROL BIMP's MATERIAL MANAGEMENT(BIMP's)
<br /> INSTALL GRAVEL BAG BERM PER SE-6 AND PER DETAIL 'Y' SHOWN HEREON. LATHROP, IN SAN JOAQUIN COUNTY, CALIFORNIA. THE PROPOSED CONSTRUCTION 3. COVERED TRASH ENCLOSURE.
<br /> ACTIVITY INCLUDES CONSTRUCTION OF A NEW IN-N-OUT BURGER BUILDING AND EC-1 SCHEDULING NS-1 WATER CONSERVATION PRACTICES
<br /> ICLE STAGING, STORAGE, CLEANING, FUELING AND MAINTENANCE PER PARKING LOT WITH A TOTAL OF 1.4 ACRES OF TOTAL AREA CONSTRUCTED/GRADED 4. UTILITY SERVICES TO PROPOSED BUILDING AND COVERED TRASH EC-2 PRESERVATION OF EXISTING VEGETATION NS-2 DEWATERING OPERATIONS
<br /> BMP's NS-8, NS-9 AND NS-10; CONSTRUCTION MATERIAL DELIVERY AND ONSITE. ENCLOSURE. EC-3 HYDRAULIC MULCH NS-3 PAVING AND GRINDING OPERATIONS
<br /> EC-4 HYDROSEEDING NS-4 TEMPORARY STREAM CROSSING
<br /> STORAGE PER BMP's WM-1, WM-2 AND WM-4; AND WASTE MANAGEMENT 2. THE EROSION CONTROL PLAN AND THE STORMWATER POLLUTION PREVENTION PLAN 5. PARKING LOT LIGHTS. EC-5 SOIL BINDERS NS-5 CLEAR WATER DIVERSION
<br /> PER BMP'S WM-5, WM-8 AND WM-9. (SWPPP) SHALL BE KEPT ON SITE DURING CONSTRUCTION ACTIVITY. THE APPLICABLE EC-6 STRAW MULCH NS-6 ILLICIT CONNECTION/DISCHARGE
<br /> BMP'S (BEST MANAGEMENT PRACTICE) LISTED ON THIS PLAN AND WITHIN THE SWPPP 6. LANDSCAPING AND IRRIGATION. EC-7 GEOTEXTILES AND MATS NS-7 POTABLE WATER/IRRIGATION
<br /> PORARY ROCK AT A STABILIZED CONSTRUCTION ENTRANCE/EXIT WITH SHALL BE IMPLEMENTED AS SOON AS POSSIBLE TO CONTROL STORM WATER POLLUTION EC-8 WOOD MULCHING NS-8 VEHICLE AND EQUIPMENT CLEANING
<br /> CORRUGATED STEEL PANELS PER BMP TC-1 MODIFIED TO FIT SITE DURING CONSTRUCTION. 7. STORM DRAIN PIPE AND DRAIN BOX INLETS. EC-9 EARTH DIKES AND DRAINAGE SWALES NS-9 VEHICLE AND EQUIPMENT FUELING
<br /> 'IONS. EC-10 VELOCITY DISSIPATION DEVICES NS-10 VEHICLE AND EQUIPMENT MAINTENANCE
<br /> 3. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A 8. ASPHALT PAVEMENT. EC-11 SLOPE DRAINS NS-11 PILE DRIVING OPERATIONS
<br /> STATE CERTIFIED QUALIFIED SWPPP DEVELOPER (QSD) ASSIGNED TO THE PROJECT IN EC-12 STREAMBANK STABILIZATION NS-12 CONCRETE CURING
<br /> ACCORDANCE WITH SECTION VII OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION 9. EARTHWORK MOVED AND GRADED. EC-13 POLYACRYLAMIDE NS-13 CONCRETE FINISHING
<br /> SYSTEM (NPDES) GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH SE-1 SILT FENCE NS-14 MATERIAL AND EQUIPMENT USE
<br /> CONSTRUCTION AND LAND DISTURBANCE ACTIVITY (CONSTRUCTION GENERAL PERMIT). 10. OUTDOOR SEATING CANOPY. SE-2 SEDIMENT BASIN NS-15 DEMOLITION ADJACENT TO WATER
<br /> ADJACENT ROLLS SHALL THE QSD IS RESPONSIBLE FOR ALL CHANGES TO THE PROJECT SWPPP AND EROSION SE-3 SEDIMENT TRAP NS-16 TEMPORARY BATCH PLANTS
<br /> TIGHTLY ABUT. DO NOT CONTROL PLAN. 11. CONSTRUCTION OF A NEW BUILDING. SE-4 CHECK DAM WM-1 MATERIAL DELIVERY AND STORAGE
<br /> OVERLAP ENDS. SE-5 FIBER ROLLS (ED(D<ED (SEE BMP WM-2 MATERIAL USE
<br /> 4. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A LEGEND HEREON) WM-3 STOCKPILE MANAGEMENT
<br /> PLACE EXCAVATED TRENCH SOIL STATE CERTIFIED QUALIFIED SWPPP PRACTITIONER (QSP) ASSIGNED TO THE PROJECT IN SE-6 GRAVEL BAG BERM WM-4 SPILL PREVENTION AND CONTROL
<br /> ON THE UPHILL OR FLOW SIDE OF ACCORDANCE WITH SECTION VII OF THE CONSTRUCTION GENERAL PERMIT (CGP). THE SE-7 STREET SWEEPING AND VACUUMING WM-5 SOLID WASTE MANAGEMENT
<br /> THE WATTLE TO PREVENT WATER Ix QSP IS RESPONSIBLE FOR IMPLEMENTATION OF ALL ASPECTS OF THE EROSION CONTROL CONSTRUCT CONTINUOUS 3-BAG SE-8 SANDBAG BARRIER WM-6 HAZARDOUS WASTE MANAGEMENT
<br /> FROM FLOWING UNDER THE WATTLE HIGH GRAVEL BAG BARRIER EXCEPT SE-9 STRAW BALE BARRIER WM-7 CONTAMINATED SOIL MANAGEMENT
<br /> PLAN, THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND THE SWPPP FOR 2-BAG TALL AT FLOW SE-10 STORM DRAIN INLET PROTECTION WM-8 CONCRETE WASTE MANAGEMENT
<br /> SPECIFICATIONS. LOCATION ENTERING THE INLET
<br /> WE-1 WIND EROSION CONTROL WM-9 SANITARY/SEPTIC WASTE MANAGEMENT
<br /> 8" TO 10" 1\ TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT WM-10 LIQUID WASTE MANAGEMENT
<br /> DIAMETER 5. THE QSP OR PERSONNEL TRAINED BY THE QSP ARE RESPONSIBLE FOR PROVIDING TC-2 STABILIZED CONSTRUCTION ROADWAY
<br /> 2" TO 4" WEEKLY, QUARTERLY, PRE-STORM, DURING STORM AND POST STORM BMP INSPECTIONS TC-3 ENTRANCE/OUTLET TIRE WASH
<br /> TRENCH IN ACCORDANCE TO THE SWPPP. ALL INSPECTION RECORDS SHALL BE KEPT ONSITE
<br /> FOR THE DURATION OF THE PROJECT.
<br /> 3/4"x3/4"xl E3'!-`__ 6. ALL CONTRACTORS AND THEIR PERSONNEL WHOSE WORK CAN CONTRIBUTE TO OR
<br /> WOOD STAKE _=TJ CAUSE STORM WATER POLLUTION SHOULD BE MADE FAMILIAR WITH THIS PLAN AND THE
<br /> 4' ON CENTER SWPPP. ADEQUATE TRAINING FOR THE IMPLEMENTATION OF THE MEASURES PRESENTED
<br /> HEREIN SHALL BE PROVIDED BY THE CONTRACTORS FOR THEIR PERSONNEL. - STORM CONSTRUCT CONTINUOUS SLOPEGARD
<br /> - DRAIN 3 WEIGHTED FIBER ROLL BARRIER
<br /> STRAW ROLLS MUST BE PLACED ALONG SLOPE 7. CHANGES IN CONSTRUCTION OR IN CONDITIONS WHICH ARE NOT COVERED BY THIS INLET 10, PER BMP LEGEND HEREON OR
<br /> CONTOURS AND IN A 2" TO 4" TRENCH PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE QSD. IF NECESSARY THIS COVERED TYPICAL GRAVEL FILLED BURLAP BAGS
<br /> SPECIFICATION: PLAN WILL BE REVISED TO REFLECT THE CHANGES. WITH FILTER OF SLOPED
<br /> "SOCK" GRAVEL
<br /> STRAW WATTLES SHALL BE MANUFACTURED FROM 8. ALL PREVENTION AND CLEAN UP MEASURES SHALL BE CONDUCTED IN ACCORDANCE ROCK
<br /> RICE STRAW AND SHALL BE WRAPPED IN A TUBULAR WITH COUNTY ORDINANCES, AS WELL AS STATE, AND FEDERAL REGULATIONS. WASTE 711 111111 P
<br /> BLACK PLASTIC NETTING. THE NETTING SHALL HAVE MATERIALS SHOULD BE DISPOSED OF IN A LEGAL MANNER.
<br /> A STRAND THICKNESS OF 0.30 INCH, A KNOT
<br /> THICKNESS OF 0.055, AND A WEIGHT OF 0.35 OUNCE 9. ONLY STORM WATER FROM THE PROJECT SITE SHALL BE ALLOWED TO FLOW INTO THE
<br /> PER FOOT (EACH PLUS/MINUS 10%) AND SHALL BE PUBLIC STORM DRAIN SYSTEM. REGULAR INSPECTION OF THE STRUCTURAL AND
<br /> NON-STRUCTURAL BEST MANAGEMENT PRACTICES USED ON THIS PROJECT SHALL BE
<br /> MADE FROM 85% HIGH DENSITY POLYETHYLENE, 14% PERFORMED IN CONFORMANCE WITH THE SWPPP TO INSURE PROPER OPERATION. AREA PROVIDED FOR-
<br /> ETHYL VINYL ACETATE AND 1% COLOR FOR UV
<br /> INHIBITION. STRAW WATTLES SHALL BE NINE INCHES CONCRETE WASHOUT
<br /> IN DIAMETER (PLUS OR MINUS ONE INCH), LOCAL DISTRIBUTOR: 10. ON A DAILY BASIS, AS-NECESSARY, AND AFTER CONSTRUCTION HAS BEEN COMPLETED, DRAINAGE INLET AREA LINED WITH 10 MIL
<br /> THE SITE HARDSCAPE AND ADJOINING STREETS AND SIDEWALKS SHALL BE SWEPT PLASTIC '00
<br /> TWENTY-FIVE FEET LONG (PLUS OR MINUS 0.5 FEET) HYDRO-SCAPE CUSTOMER CLEAN. ALL WASTE AND LEFTOVER MATERIALS SHALL BE REMOVED FROM THE SITE.
<br /> AND WEIGH 35 LBS. (PLUS OR MINUS 10%). SERVICE (800) 395-4477 ALL LANDSCAPING AND PLANTING AREAS SHALL BE WELL MAINTAINED TO PREVENT GRAVEL FILLED BURLAP BAGS (LAY EACH
<br /> EROSION. AVOID OVERWATERING. LAYER IN OPPOSITE DIRECTIONS)
<br /> _114" MIN. FOR 3 BAG
<br /> 11. DISTURBED SOILS SHALL BE WATERED AS OFTEN AS NECESSARY TO KEEP SOIL VISIBLY HIGH BERM
<br /> . 77joo,- n<:�� L
<br /> DETAIL "Y" DAMP DURING GRADING AND CONSTRUCTION TO MINIMIZE DUST GENERATION. COMPLY GROUND 0 0
<br /> 00 00tio 0 T__T
<br /> WITH AQMD RULE 403 TO INSURE THE CLEANUP OF CONSTRUCTION RELATED DIRT ON 00 0 0 e
<br /> STRAW WA17LES BARRIER DETAIL OPTION SURFACE) 0
<br /> 00 00 b
<br /> NOT TO SCALE APPROACH ROUTES TO THE SITE. 0 0 0 8' MINIM
<br /> 12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM GRAVEL BAG
<br /> BARRIERS. L 4" EMBEDMENT DETAIL "W"
<br /> 13. PAUL KOSHMIDER, IN-N-OUT BURGER DIRECTOR OF NEW CONSTRUCTION (UNTIL A QSP 10' TYPICAL 1�
<br /> HIRED BY THE GENERAL CONTRACTOR HAS BEEN ASSIGNED) SHALL BE NOTIFIED AT GRAVEL BAG BARRIER CONCRETE WASHOUT AREA
<br /> (626) 905-1016 IN AN EMERGENCY. NOT TO SCALE
<br /> 14. THE QSP SHALL PREPARE AN ANNUAL REPORT FOR EACH REPORTING PERIOD FROM DETAIL 'X & ----i
<br /> JULY 1st TO JUNE 30th. THE ANNUAL REPORT SHALL INCLUDE STORMWATER STORM INLET GRAVEL BAG
<br /> MONITORING INFORMATION AND DOCUMENTATION OF ALL TRAINING AND BMP
<br /> INSPECTIONS. PROTECTION DETAIL AND BARRIER DETAIL OPTION
<br /> Stabilized Construction Entrance/Exit TC-1 15. WITHIN 90 DAYS OF THE FINAL COMPLETION OF CONSTRUCTION THE QSP SHALL NOT TO SCALE
<br /> ELECTRONICALLY FILE A NOTICE OF TERMINATION (NOT) THROUGH SMARTS AND UPLOAD
<br /> Crushed aggregate greater than A FINAL SITE MAP AND PHOTOS. ADDITIONALLY THE QSP SHALL UPLOAD THE FINAL
<br /> 3" but smaller than 6" ANNUAL REPORT.
<br /> Filter fabric Original 16. 1 DO HEREBY CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL
<br /> 0 0 grade ATTACHMENTS WILL BE CARRIED OUT UNDER MY DIRECTION AND SUPERVISION. I
<br /> UNDERSTAND THAT AT THE CONCLUSION OF THIS PROJECT, I WILL BE REQUIRED TO
<br /> 12" Min, unless otherwise SUBMIT CERTIFICATION THAT ALL ELEMENTS OF THIS PROJECT WERE CARRIED OUT IN
<br /> specified by a soils engineer ACCORDANCE WITH THIS EROSION CONTROL PLAN AND ALL OF ITS ATTACHMENTS.
<br /> SECTION B-B PAUL KOSHMIDER, IN-N-OUT BURGER DIRECTOR OF NEW CONSTRUCTION 10-25-18
<br /> NOT TO SCALE DATE
<br /> Crushed aggregate greater than PROJECT N.P.D.E.S. COORDINATOR (626) 905-1016
<br /> 3" but smaller than 6" TELEPHONE NUMBER
<br /> Corrugated steel panels
<br /> Original
<br /> grade EROSION CONTROL PLAN CONSTRUCTION NOTES
<br /> 12" Min, unles otherwise INSTALL GRAVEL BAG BARRIER PER DETAIL 'Y' SHOWN HEREON AND PER BMP SE-6.
<br /> specified by a soils engineer Filter fabric WHEN THIS BARRIER IS INSTALLED AROUND A DRAIN BOX, STORM DRAIN, OR CATCH
<br /> BASIN INLET, INSTALL A PERMEABLE FILTER FABRIC ON TOP OF THE INLET TO
<br /> SECTION A-A PREVENT SILT FROM ENTERING THE INLET.
<br /> NOT TO SCALE INSTALL BMP SE-5 STRAW WATTLES FIBER ROLL BARRIER PER DETAIL "Y" SHOWN
<br /> HEREON AS AN ACCEPTABLE SUBSTITUTION TO THE SLOPEGARD MATERIAL CALLED
<br /> NOTE: OUT TO INSTALL ON THIS PLAN.
<br /> Construct sediment barrier
<br /> and channelize runoff to Sediment trapping
<br /> sediment trapping device device
<br /> <
<br /> -Corrugated steel panels
<br /> < A
<br /> 0 '00
<br /> :;166b 6 min or as required
<br /> 0 W6
<br /> ON to accomodate
<br /> - )90?Oc�
<br /> anticipated traffic,
<br /> <
<br /> .0ag' . C D) whichever is greater.
<br /> A%
<br /> &:)Ow
<br /> C C A��6� Jis greater.
<br /> 0
<br /> z
<br /> Dc 24' min. J
<br /> X
<br /> 50' min.
<br /> or four times the circumference
<br /> of the largest construction vehicle tire,
<br /> Match whichever is greater
<br /> Existing
<br /> Grade PLAN
<br /> NTS
<br /> 6 of California Stormwater BMP January
<br /> 6 Handbook 2003
<br /> construction
<br /> www.cabmphc3ndbooks.comm
<br /> REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER- ?,oFESS/o,
<br /> DEVELOPER: Underground Service Ale�� MSL L IN-N-OUT BURGER EROSION CONTROL PLAN
<br /> IN-N-OUT BURGER ;EVORE 0 Call: Toll Free ENGINEERING, INC. 4F LATHROP MARKETPLACE
<br /> 1�� G)
<br /> 13502 HAMBURGER LANE -,e -z
<br /> CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT M 1131 TITLE SHEET
<br /> 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 Uj No. 38382 M SHOPPING CENTER PAD
<br /> E] E] BALDWIN PARK, CA. 91706 Arch itecture/Developm ent
<br /> CONTACT: KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 16514 GOLDEN VALLEY PARKWAY
<br /> TWO WORKING DAYS Suite 300 C/vl\-
<br /> 1@ U 1� n 12 (626) 813-8275 BEFORE YOU DIG Dallas Texas 75254 N
<br /> OF C LATHROP, CA 95330 a,
<br /> Ph: (972) 239-8884 NJ -9 OAI�6Z,�� 10-25-18
<br /> Fax: (972) 239-5054 MARK S R.C.E. 38382 DATE C7 �c
<br /> A 18023-18023 C7ecpts
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