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10/9/2024 9:58:55 AM
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STORM WATER POLLUTION PREVENTION PLAN <br />WITH THE EXCEPTION OF PROPERLY DESILTED WATER FROM SITE DEWATERING, THE <br />CONTRACTOR SHALL NOT DISCHARGE ANY MATERIALS AND/OR LIQUIDS TO THE STORM <br />DRAINAGE SYSTEM. ACTIVITIES OF PARTICULAR CONCERN ARE: <br />A. CONTRACTOR SHALL DESIGNATE A CONCRETE TRUCK CLEAN-OUT AREA COUNTY <br />INSPECTOR APPROVED BEST MANAGEMENT PRACTICES SHALL AT ALL TIMES BE FULLY <br />IMPLEMENTED AT AND AROUND THE CLEAN-OUT AREA. <br />B. TACK COAT AND PRIME COAT ASPHALTS SHALL BE CAREFULLY SPRAYED AND ANY <br />EXCESS MATERIAL SPILLED 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 SPILLS 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 UQUIDS DURING <br />SAWCUTTING ACTIVITIES <br />GENERAL: <br />1, 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 CONSTRUCTION SITE MUST CROSS THE CONSTRUCTION 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 <br />SEASON, PUBLIC ROADWAY SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. <br />THE SITE SHALL BE MAINTAINED SO THAT A MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM <br />DRAINAGE SYSTEM 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 />SUBSEQUENT YEAR UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED. <br />3. CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN <br />ADDITION, AFTER EACH STORM. <br />INSTALL STRAW ROLL <br />AND AT BACK OF WALK Q <br />INSTALL CONSTRUCTION O <br />ENTRANCE PROTECTION <br />®CONTRACTOR TO STABILIZE THROUGH HYDROSEEDING <br />DISTURBED SOIL PRIOR TO RAINY SEASON <br />INSTALL CONCRETE WASHOUT AREA IN <br />LOCATIONS APPROVED BY A CERTIFIED PROFESSIONAL O <br />IN EROSION & SEDIMENT CONTROL <br />®INSTALL EQUIPMENT REFUEL AND SERVICE AREA IN <br />LOCATIONS APPROVED BY A CERTIFIED PROFESSIONAL <br />IN EROSION & SEDIMENT CONTROL <br />INSTALL GRAVEL BAGS AND FILTER FABRI S Q <br />TO PROTECT ALL INLETS (TYP ALL INLET TOO <br />MR• <br />J <br />J <br />F— <br />EROSION CONTROL NOTES: <br />1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE STANDARD <br />CONSTRUCTION SPECIFICATIONS DATED OCTOBER 1997 AND THE EROSION AND <br />SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS. LATEST REVISION. <br />WHERE DISCREPANCIES EXIST THE STANDARD DRAWINGS OF THE EROSION <br />AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS SHALL SUPERSEDE <br />THE STANDARD DRAWINGS OF THE STANDARD CONSTRUCTION SPECIFICATIONS. <br />2. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING <br />CONSTRUCTION BY THE CONTRACTOR PER THE EROSION AND SEDIMENT CONTROL <br />STANDARDS AND SPECIFICATIONS, LATEST REVISION. <br />3. DUST CONTROL SHALL BE PRACTICED PER THE GRADING ORDINANCE AND <br />STANDARD CONSTRUCTION SPECIFICATIONS, LATEST REVISION. <br />4. INLET FILTERS SHALL BE PLACED AROUND ALL DRAIN INLETS WHICH COULD RECEIVE <br />DRAINAGE IN UNPAVED AND PAVED AREAS DURING THE WET SEASON <br />(OCTOBER 1 -APRIL 15). <br />5. STORM DRAIN INLET FILTERS PER ATTACHED DETAIL SHALL BE <br />PLACED ON ALL DRAIN INLETS AFTER COMPLETION OF PAVING AND SHALL <br />REMAIN IN PLACE ON A YEAR ROUND BASIS. FILTERS SHALL BE REMOVED BY <br />THE CONTRACTOR UPON ACCEPTANCE OF SUBDIVISION IMPROVEMENTS. <br />6. STABILIZED CONSTRUCTION SITE ACCESS SHALL BE CONSTRUCTED PER <br />ATTACHED DETAIL WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES <br />PAVED AREAS. THE STABILIZED ACCESS SHALL REMAIN IN PLACE ON A YEAR <br />ROUND BASIS UNTIL COMPLETION OF CONSTRUCTION. <br />7. SENSITIVE AREAS AND AREAS UNDISTURBED BY GRADING SWILL BE PROTECTED <br />BY FILTER ROLL BARRIER AS SHOWN ON THE ROUGH GRADING PLAN AND <br />CONSTRUCTED PER ATTACHED DETAILS. FILTER ROLL BARRIER, OR APPROVED EQUAL, <br />SHALL REMAIN IN PLACE ON A YEAR ROUND BASIS. <br />8. FILTER ROLL, STRAW WATTLE BARRIER OR OTHER EROSION CONTROL MEASURES <br />BE CONSTRUCTED PER ATTACHED DETAILS, TO PROVIDE PROTECTION AT THE <br />PERIMETER OF THE PROJECT WHERE SHEET FLOW TYPE RUNOFF MAY DISCHARGE <br />TO ADJACENT PROPERTIES. STRAW ROLL, OR APPROVED EQUAL, SHALL REMAIN IN <br />PLACE ON A YEAR ROUND BASIS. <br />9. THE FIRST 18' BEHIND THE SIDEWALK ON LOT FRONT YARDS, THE FIRST 7.5' <br />BEHIND THE SIDEWALK ON STREET SIDEYARDS AND ALL SLOPES STEEPER <br />THAN 10:1 SHALL BE HYDROSEEDED WITH AN APPROVED SEED MIXTURE AFTER <br />COMPLETION OF CURB, GUTTER AND SIDEWALK AND JUST PRIOR TO THE RAINY <br />SEASON TO ALLOW MAXIMUM GROWTH OF HYDROSEEDED AREA. <br />ZION �� <br />3ER ROLL <br />- TYP <br />MERIT' LINE <br />HAMMOND <br />0 <br />STREET <br />NOT <br />A DETAILED INSTALLATION AND MAINTENANCE SCHEDULE DURING <br />THE VAROUS PHASES OF CONSTRUCTION IS OUTUNED IN SECTION <br />3 OF THE SWPPP BOOK. <br />ROUGH GRADW: INSTALL CATCHBASIN INLET PROTECTION. INSTALL <br />STRAW OR FILTER ROLLS AT BACK OF WALK <br />AND AT EDGE OF GRADING. THE EXISTING <br />GROUND DOES NOT HAVE A DEFINED DIRECTION <br />OF FLOW. A CONSTRUCTION ENTRANCE SHALL <br />BE INSTALLED PRIOR TO COMMENCING GRADING <br />OPERATIONS. <br />PAVING: INSTALL STRAW OR FILTER ROLLS AT NEW BACK OF <br />WALK. MANTAIN PROTECTION AT CATCHBASIN, INSTALL <br />ROCK BAGS IN GUTTER PAN. HYDROSEED OR STABILIZE <br />WITH OTHER METHODS DISTURBED SOIL PRIOR TO WET <br />SEASON. ALLOW FOR VEGETATION TO DEVELOP IF <br />HYDROSEEDING. <br />INSTALL DRAIN INLET _ <br />PROTECTION <br />N <br />W I o' CONCRETE WASHOUT AREA <br />CONTRACTOR TO USE REMOVAB E <br />CONCRETE WASHOUT BINS <br />OR REFER TO DETAILS AREA RESERVED FOR WASTE <br />CONTRACTOR TO RELOCATE BIN AND MATERIAL STORAGE <br />AS NECESSARY ALL MATERIALS O BE STORED <br />IN LOCK BOX. ENTIRE STORAGE <br />w AREA TO BE WRAPPED BY <br />MINIMUM 6" BEM CONTRACTOR <br />Q TO RELOCATE A NECESSARY <br />W I I Su6DIVIs�oN BouN R T+RppERIY LINE <br />%/ <br />INSTALL JIBER ROLL <br />MAINTAIN UNTIL <br />INSTALL FIBER ROLL <br />IN SWALE - TYP <br />-� <br />INSTALL DRAIN INLET <br />PROTECTION <br />INSTALL DRAIN <br />PROTECTION <br />U <br />N <br />Z <br />I— <br />N € <br />Z <br />N <br />(n <br />LAJ <br />W <br />Q <br />(D <br />u <br />V� a <br />0 <br />oe <br />0-0g~ <br />z <br />3" <br />W <br />O <br />w <br />mo <br />Z <br />z <br />xn <br />a <br />a <br />LLI <br />U <br />EL <br />oN <br />W <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />03/20/05 <br />Scale <br />1" = 30' <br />Original Drawing Scale <br />0 SIF ill <br />LLLLLLA-Lii <br />Sheet Number <br />8 Of 9 <br />Project File No <br />N <br />I— <br />Z <br />(n <br />LAJ <br />Z <br />M <br />W <br />0-0g~ <br />0 <br />Ld <br />:2 <br />a <br />a <br />LLI <br />EL <br />Ld <br />0 <br />0: <br />NJ <br />0 <br />J <br />W <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />03/20/05 <br />Scale <br />1" = 30' <br />Original Drawing Scale <br />0 SIF ill <br />LLLLLLA-Lii <br />Sheet Number <br />8 Of 9 <br />Project File No <br />
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