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STORM WATER POLLUTION PREVENTION PLAN <br />WITH THE EXCEPTION OF PROPERLY DESILTED AND Ph NEUTRALIZED WATER FROM 517E <br />DEWATERING, THE CONTRACTOR SHALL NOT DISGHAR6E ANY MATERIALS AND/OR LIQUIDS <br />TO THE STORM DRAINAGE SYSTEM. ACTIVITIES OF PARTICULAR CONCERN ARE: <br />A. CONTRACTOR SHALL DESIGNATE A CONCRETE TRUCK GLEAN -OUT AREA. COUNTY <br />INSPECTOR APPROVED BEST MANAGEMENT PRACTICES SHALL AT ALL TIMES BE FULLY <br />IMPLEMENTED AT AND AROUND THE GLEAN -OUT AREA. <br />B. TACK GOAT AND PRIME GOAT ASPHALTS SHALL BE CAREFULLY SPRAYED AND ANY <br />EXCESS MATERIAL 5PILLE12 SHALL BE CLEANED UP IMMEDIATELY BY PROPER <br />METHODS. <br />C. ALL EQUIPMENT REFUELING IN THE PROJECT AREA SHALL BE CAREFULLY DONE TO <br />AVOID SPILLAGE. ANY 5PILL5 SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY <br />IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ALL FUELING VEHICLES <br />SHALL BE EQUIPPED WITH SPILL CLEANUP MATERIALS AND EQUIPMENT. <br />D. CONTRACTOR SHALL CONTROL AND PROPERLY DISPOSE OF ALL LIQUIDS DURING <br />5AWCUTTIN6 ACTIVITIES <br />2"x2" WOOD POST, STANDARD OR BETTER <br />TEMPORARY STABILIZED CONSTRUCTION ENTRANCE <br />THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR <br />FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THI5 MAY REQUIRE PERIODIC TOP <br />DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT <br />OF ANY MEASURE5 USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WA5HED, <br />OR TRACKED ONTO PUBLIC R16HT-OF-WAY5 WILL BE REMOVED IMMEDIATELY. WHEN <br />NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE <br />ONTO PUBLIC RIGHT-OF-WAYS. <br />i <br />!FL_Ory' <br />SECTION <br />PLASTIC TARP <br />EARTHEN DIKE <br />CONCRETE WASH OUT AREA <br />STAKE SIX FEET C/O <br />C GRAVEL CONSTRUCTION ENTRANCE <br />N.T.S. <br />JOB NO. : <br />020970AP13 <br />--FILTERED FABRIC MATERIAL 56" WIDE <br />SCALE HORIZ. <br />SCALE VERT. <br />ROLLS STAPLED TO POST (TYPJ <br />DRAWN <br />KD <br />DESIGN <br />EFS <br />CHECK <br />iv <br />1 <br />FILTER FABRIC <br />h <br />MATERIAL <br />- <br />_Ti <br />77 <br />—BURY BOTTOM OF FILTER I T— <br />n� <br />BACKFILL 6 COMPACT— <br />MATERIAL IN 4"x4" TRENCH <br />THE EXCAVATED 901L <br />-. ug, <br />H <br />I <br />IN TRENCH AND ON <br />t MAX -. <br />BOTH SIDES OF FILTER <br />FENCE FABRIC. SET - <br />FILTER FABRIC INTO <br />SOIL. <br />...r <br />SILT FENCE <br />DETAIL <br />r <br />REVISIONS <br />T -- <br />NO. DESCRIPTION <br />- <br />DATE <br />BY <br />--- <br />- -- <br />=- <br />TEMPORARY STABILIZED CONSTRUCTION ENTRANCE <br />THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR <br />FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THI5 MAY REQUIRE PERIODIC TOP <br />DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT <br />OF ANY MEASURE5 USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WA5HED, <br />OR TRACKED ONTO PUBLIC R16HT-OF-WAY5 WILL BE REMOVED IMMEDIATELY. WHEN <br />NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE <br />ONTO PUBLIC RIGHT-OF-WAYS. <br />i <br />!FL_Ory' <br />SECTION <br />PLASTIC TARP <br />EARTHEN DIKE <br />CONCRETE WASH OUT AREA <br />STAKE SIX FEET C/O <br />C GRAVEL CONSTRUCTION ENTRANCE <br />N.T.S. <br />JOB NO. : <br />020970AP13 <br />DATE <br />SCALE HORIZ. <br />SCALE VERT. <br />: <br />DRAWN <br />KD <br />DESIGN <br />EFS <br />CHECK <br />EFS <br />GENERAL: <br />I. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF <br />THE ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL <br />CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE CON5TRUCTION ENTRANCE. <br />2. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS SHALL BE MADE <br />ONLY WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE COUNTY ENGINEER. DURING THE RAINY SEASON, <br />PUBLIC ROADAAY SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. <br />THE 51TE SHALL BE MAINTAINED 50 THAT A MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM <br />DRAINAGE 5YSTEM AND PUBLIC ROADWAY. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING <br />GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL PRIOR TO SEPTEMBER IST OF EACH <br />SU55E0UEN7YEAR UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED. <br />S. CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN <br />ADDITION, AFTER EACH STORM. <br />2 REBARS, STEEL PICKETS <br />OR 2"x2" STAKES I.5' TO 2' <br />IN GROUND <br />ANGLE STAKES TOWARDS <br />ADJACENT WATTLE <br />WIRE OR NYLON BOUND - <br />WATTLES PLACED ON THE <br />CONTOUR ... <br />4" VERTICAL <br />FACE <br />FIBER ROLLS <br />DIKE DETAIL <br />� N.T.S. <br />EARNEST F. SMITH - CIVIL ENGINEER <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br />DATE: q' <br />R.C.E. NO.:: 1537272 <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-05 <br />;v <br />FIBER ROLLS <br />_ -- - — _-- -- - WOODEN STAKE —� <br />FIBER ROLLS ARE PREFERABLE AND IS A GOOD SEDIMENT ROLL---�� <br />ALTERNATIVE TO HAY BALES INCLUDING SILT <br />FENCE IN ALMOST EVERY SITUATION <br />PLACE ROLLS INTO KEY TRENCH 3 INCHES DEEP <br />PLACE EXCAVATED 501L ON UPHILL OR FLOW <br />51DE OF THE ROLL <br />ROLLS SHOULD BE ABUTTED AT THE ENDS, NOT <br />OVERLAPPED <br />ALTERNATE STAKES ON BOTH SIDES OF THE ROLL <br />EVERY & INCHES <br />FIBER ROLLS <br />ASHTON PLACE <br />FINISHED &RAL <br />ENTRENC <br />IN Fl <br />IMPROVEMENTS <br />EROSION CONTROL DETAILS & NOTES <br />SHEET <br />13 <br />OF S Me /7 <br />FILE NO. 020970AF <br />