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STORM WATER POLLUTION PREVENTION PLAN TEMPORARY STABILIZED CONSTRUCTION ENTRANCE GENERAL: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR I. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF WITH THE EXCEPTION OF PROPERLY DESILTED AND Ph NEUTRALIZED WFLOWING OF FROM SITE FLOWOF SEDIMENT ONTO PUBLIC RI6HT-OF-WAYS. THI5 MAY REQUIRE PERIODIC, TOP THE ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE b OPERATIONS. ALL DEWATERING, THE CONTRACTOR SHALL NOT DISCHARGE ANY MATERIALS AND/OR LIQUIDS DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT CONSTRUCTION TRAFFIC ENTERING THE PAVED ROAD MUST GRO55 THE CONNSTRU5TRUCTION ENTRANCE. TO THE STORM DRAINAGE SYSTEM. ACTIVITIES OF PARTICULAR CONCERN ARE: OF ANY MEA5URE5 USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, 2. GHAN6E5 TO THI5 EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS SHALL BE MADE OR TRACKED ONTO PUBLIC RIGHT-OF-WAYS WILL BE REMOVED IMMEDIATELY. WHEN ONLY WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE COUNTY ENGINEER. DURING THE RAINY SEASON, A. CONTRACTOR SHALL DESIGNATE A CONCRETE TRUCK GLEAN-OUT AREA. COUNTY NECESSARY, WHEELS SHALL BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE PUBLIC ROADWAY SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. INSPECTOR APPROVED BEST MANAGEMENT PRACTICES SHALL AT ALL TIMES BE FULLY ONTO PUBLIC RIGHT-OF-WAYS. THE SITE SHALL BE MAINTAINED 50 THAT A MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM IMPLEMENTED AT AND AROUND THE GLEAN-OUT AREA. DRAINAGE SYSTEM AND PUBLIC ROADWAY. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING B. TACK GOAT AND PRIME GOAT ASPHALTS SHALL BE CAREFULLY SPRAYED AND ANY GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL PRIOR TO SEPTEMBER IST OF EACH EXCESS MATERIAL SPILLED SHALL BE GLEANED UP IMMEDIATELY BY PROPER SUBSEQUENT YEAR UNTIL THE PROP05ED IMPROVEMENTS ARE COMPLETED. METHODS. 3. CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN G. ALL EQUIPMENT REFUELING IN THE PROJECT AREA SHALL BE CAREFULLY DONE TO ADDITION, AFTER EACH STORM. AVOID SPILLAGE. ANY SPILLS SHALL BE CONTAINED AND GLEANED UP IMMEDIATELY IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ALL FUELING VEHICLES SHALL BE EQUIPPED WITH SPILL CLEANUP MATERIALS AND EQUIPMENT. D. CONTRACTOR SHALL CONTROL AND PROPERLY DISPOSE OF ALL LIQUIDS DURING SAWGUTTING ACTIVITIES 2 REBARS, STEEL PICKET OR 2'l STAKES I S' TO 2' IN &ROUND ANGLE STAKES TOWARDS ADJACENT WATTLE PLASTIC TARP A WIRE OR NYLON BOUND WATTLES PLACED ON THE CONTOUR STAKE SIX FEET CIC 4" VERTICAL FACE / EARTHEN DIKE 2 CONCRETE WASH OUT AREA FIBER ROLLS 3 DIKE DETAIL N.T.S. N.T.S. 2'l WOOD POST, STANDARD OR BETTER FIBER ROLLS FILTERED FABRIC MATERIAL 36" WIDE \0 WOODEN STAKE ROLLS STAPLED TO POST (TYPJ iv iv MIN. FIBER ROLLS ARE PREFERABLE AND IS A GOOD FILTER FABRIC ��?B °0 0 o a a p pp° SEDIMENT ROLL N MATERIAL `CV +\y 000p000p000p0000 ALTERNATIVE TO HAY BALES INCLUDING SILT °°°°O000°o0°Oo°°°o°°OopO ° FENCE IN ALMOST EVERY SITUATION FL`W oo°000°o'°O000°000°oopOoo°Ooo° o _ _ Op o0 0° 00 0o po 00 0° o 11=III i___ _ °Ooo pOopooaopoo°oo000000000��000p0°0000opo o FINISHED GRADE �- pOo opp °°000 o°oor°°000°000°000000 0°0000oo°°po °° °o p° o° °° °° °° °° °0 °o PLACE ROLLS INTO KEY TRENCH 3 INCHES DEEP N °000 pOoOp Oo°poo°°Oo°OOo°OO°ppOO°p00Op OpO 1 OO r — IT— ry BACKFILL d COMPACT ° °° °°pp00p00°00p0°°°°°°°°°°°°°°°°pO °° J BURY BOTTOM OF FILTER W 00000 ° °o po000";.00000°°oo0°Do 0°oo°°o Op Oo I I I I THE EXCAVATED 501E — °°poop o poo poo°p o°°p o°°o o°°o o°°°o°° °°o PLACE EXCAVATED SOIL ON UPHILL OR FLOW 3 u MATERIAL I N 4x4 TRENCH u IN TRENCH AND ON O° o° o° o° o° o° o° 0 0 0 0 51 DE OF THE ROLL M p0 p °°0°°000°000°o 0000 Op°p0 p0°°00 1-1/2 GRAVEL oo °°Oo°°Oo0pOo0pO °O° 8' t MAX. °°p0 ° p0° p0° p0° p0° pp0 BOTH SIDES OF FILTER p o0 op p o°p 000 0 0 °o0 00 00 0 o ROLLS SHOULD BE ABUTTED AT THE ENDS, NOT FENCE FABRIC. SET b °000 p o ° o 0000°oo OVERLAPPED FILTER FABRIC, INTO 0000° °°o'o �� \moo ENTRENCHMENT DETAIL ALTERNATE 5TAKF-5 ON 80TH SIDES OF THE ROLL SOIL. b" MIN. � EVERY & INCHES IN FLAT AREA SECTION SILT FENCE DETAIL ��GRAVEL CONSTRUCTION ENTRANCE ��FIBER ROLLS N.T.S. N.T.S. N.T.5. REVISIONS JOB NO. 020970AP13 DESCRIPTION DATE BY DATE y = EARNEST F. SMITH - CIVIL ENGINEER SHEET N0. m�' SCALE HORIZ. � 221 WEST OAK STREET, SUITE B-2 PHONE (los) 334-6523 ROSE CLOVER LANE SCALE VERT. : s rLODI, CALIFORNIA 95240 FAX (209) 334-2611 IMPROVEMENTS DRAWN : KD l�T ?Fr;AFF RAC E. NO.� 90-50 6 DESIGN EFS TE: o 15372 EROSION CONTROL DETAILS & NOTES CHECK EFS E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31 -05 OF 6 �� , FILE N0. 020970AP13