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HomeMy WebLinkAboutSWPP Notes & Details - C902 KinderCare CarmelMATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR, PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE 911 HAMILTON COUNTY SHERIFF 317-773-1872 CARMEL FIRE DEPT.317-571-2660 CARMEL STORMWATER MGMT 317-571-2441 IDEM 317-233-7745 OWNER, EIG14T DEVELOPMENT 248-845-4674 1.CONSTRUCTION EQUIPMENT A.FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION, WHICH WILL FACILITATE THAT CLEANUP OF SPILLS. IF OIL IS STORED ONSITE, IT MUST BE KEPT IN THE DESIGNATED AREA. IF AN ONSITE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THE DESIGNATED AREA. A SPILL KIT MUST BE AVAILABLE IN THE DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY, AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT, AS WELL AS CARMEL STORMWATER MANAGEMENT 317-571-2441 B.EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ONSITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. DUMPSTERS MUST BE COVERED WHEN NOT IN USE. C.ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLES CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2.CONSTRUCTION MATERIAL AND THEIR PACKAGING A.EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/ OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL HAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY RE-VEGETATED. B.LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS.WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ON SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIAL STORES ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C.ALL DE-WATERING MUST HAVE PRIOR APPROVAL BY AVON S.W. MGMT. ALL DE-WATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THERE PRACTICES SHOULD BE INCLUDED THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DE-WATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. D.IF LIME IS USED TO STABILIZE THE SOIL OF THE SITE, THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS. E.NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3.CONCRETE WASTE WATER A.ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS SHOWN ON PLAN. THIS AREA IS EITHER A CONTAINER SPECIFICALLY DESIGNATED FOR CONSTRUCTION DEBRIS AND CONCRETE WASTE, OR IT IS A 10 MIL THICK POLYETHYLENE LINED BERM. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM, WHEN THIS AREA BECOMES 1 2 FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICH THE MANUFACTURER SUGGEST. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. SWPPP INFORMATION COPY OF IDEM NOTICE OF SUFFICIENCY COPY OF NOI COPY OF DRAINAGE APPROVAL LETTER COPY OF CONSTRUCTION SITE NOTICE AS APPLICANABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICANABLE DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER & SITE MAPS) ON THE SITE MIN. 4'-0"MIN. 4'-0"MIN. 3'MIN. 3'NOTES: 1.THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE. SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BIT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3.CONTRACTOR SHALL POST OTHER STORM WATER AND/ OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. COPY OF CONSTRUCTION SITE NOTICE AS APPLICANABLE "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.) STRAW BALE ( IF APPROVED BY WPWD INSPECTORS, ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT.) ALTERNATIVE MATERIALS OR PRODUCTS WILL REQUIRE DESIGN MODIFICATIONS. POLYETHYLENE LINING ( 10 MIL); THE LINING SHOULD EXTEND OVER THE STRAW BALES WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES STRAW BALE ( IF APPROVED BY WPWD INSPECTORS, ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT.) ALTERNATIVE MATERIALS OR PRODUCTS WILL REQUIRE DESIGN MODIFICATIONS. POLYETHYLENE LINING ( 10 MIL); THE LINING SHOULD EXTEND OVER THE STRAW BALES WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES COMPACTED SOIL MATERIAL STRAW BALES ENTRENCHED 4" INTO THE SOIL 7'-0" 15'-0" VARIES MIN. 2' MIN. 10'-0" MIN. 21" MIN. 5'MIN . 1 ' MIN. 5'MAX. 24"MIN. 1.5'50'-0" R25'24'25' @ 2% SLOPE 25' @ 1% SLOPE 1 2 3 4 5 6 1 2 3 4 5 6 D C B A 236 EAST MAIN STREETENGINEERING THAT WORKSENGINEERING WITH STYLEGAS CITY, IN 46933SCALE(36x24): TEMPORARY INLET PROTECTION DETAIL OUTSIDE ROW C902 1 N.T.S. SWPP NOTES & DETAILS C902 SCALE(36x24): SWPP INFORMATION SIGN DETAIL C902 2 N.T.S. SCALE(36x24): EROSION CONTROL BLANKET INSTALLATION DETAIL C902 5 N.T.S. SCALE(36x24): SILT FENCE INSTALLATION DETAIL C902 6 N.T.S. SCALE(36x24): TEMPORARY CONCRETE WASH-OUT DETAIL C902 7 N.T.S. SCALE(36x24): TEMPORARY CHECK DAM INSTALLATION DETAIL C902 3 N.T.S. SCALE(36x24): TEMPORARY CONSTRUCTION ENTRANCE DETAIL C902 4 N.T.S.