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REVISIONS
DATE
May23, 2016
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FILE NUMBER
8053
SHEET
1 of 2
10 MIL. PLASTIC L
12" HIGH DIVERSION BERM
ON 3 DOWNHILL SIDES
VARIES
7-
3' MIN.
10 MIL. PLASTIC LININ
FUELING AREA
SECTION A -A'
NOT TO SCALE
PLAN
NOT TO SCALE
1. ALL PETROLEUM-BASED PRODUCTS USED ON THE PROJECT SITE WILL BE USED, STORED, AND DISPOSED OF ACCORDING TO FEDERAL, STATE,
AND LOCAL REGULATIONS. THE FOLLOWING PRACTICES ARE USED TO REDUCE THE RISK ASSOCIATED 1WITH PETROLEUM PRODUCTS:
2. ALL REFUELING, REPAIR AND CHANGING OF EQUIPMENT AND VEHICLE FLUIDS SHALL BE CONDUCTED IN A DESIGNATED AREA.
3. FUELING AREA CONTAINMENT SHOULD BE SIZED FOR 110% OF THE LARGEST STORAGE TANK CAPACITIY WITH SUFFICIENT FREEBOARD TO
CONTAIN THE 25 -YEAR, 24 HOUR STORM EVENT.
4. THE FUELING AREA AND CONTAINMENT AREA SHOULD BE A MINIMUM OF 50' FROM STORM DRAIN INLETS, OPEN DITCHES, WATERWAYS OR
BODIES OF WATER.
5, MATERIAL FOR CONSTRUCTING THE DIVERSION BERM SHOULD BE SUFFICIENTLY IMPERVIOUS TO CONTAIN OIL.
6. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROM4SE THE IMPERMEABILITY OF THE MATERIAL.
7. FUELING AREA CONTAINMENT SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CONTAINMENT FOR 110% OF
LARGEST STORAGE TANK CAPACITY AND SUFFICIENT FREEBOARD TO CONTAIN THE 25 -YEAR, 24 HOUR STORM EVENT.
8. DISPOSE OF ALL USED OIL, ANTIFREEZE, SOLVENTS AND OTHER AUTOMOTIVE -RELATED CHEMICALS ACCORDING TO MANUFACTURER
INSTRUCTIONS.
9. USED OIL, ANTIFREEZE, AND SOME SOLVENTS CAN BE RECYCLED AT DESIGNATED FACILITIES, BUT OTHER CHEMICALS MUST BE DISPOSED OF
AT A HAZARDOUS WASTE DISPOSAL SITE.
10. THE PROJECT CONSTRUCTION MANAGER SHALL DISPOSE OF OR RECYCLE THESE MATERIALS ACCORDING TO FEDERAL, STATE, AND LOCAL
REGULATIONS.
11, ALL VEHICLES ON THE PROJECT SITE WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE
CHANCE OF LEAKAGE.
12. VEHICLES AND EQUIPMENT WILL BE INSPECTED DAILY.
13. IF A LEAK IS DISCOVERED, USE DRIP PANS AND ABSORBENTS UNDER OR AROUND LEAKY VEHICLES UINTIL THE LEAK IS REPAIRED.
14. LEAKS WILL BE REPAIRED IMMEDIATELY, OR THE PROBLEM VEHICLE(S) OR EQUIPMENT WILL BE REMOVED FROM THE PROJECT SITE.
15. THE EQUIPMENT/VEHICLE STORAGE AREA AND FUEL TANKS WILL BE INSPECTED WEEKLY AND AFTER STORM EVENTS.
16. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL PETROLEUM PRODUCT CONTAINERS PfROVIDE SECONDARY CONTAINMENT.
17. DOUBLE -WALLED CONTAINERS CAN BE USED AS A MEANS OF SECONDARY CONTAINMENT;
18. NOTE, DOUBLE -WALLED CONTAINERS/TANKS WITH FITTINGS OR OPENINGS LOCATED BELOW THE LIQUID) LEVEL OF THE CONTAINER MAY REQUIRE
ADDITIONAL SECONDARY CONTAINMENT TO CONFORM TO FEDERAL, STATE, AND/OR LOCAL REGULATIONS.
19. NOTE, DOUBLE -WALLED CONTAINERS DO NOT PRECLUDE THE REQUIREMENT OF SECONDARY CONTAINMENT FOR REFUELING OR TRANSFER
OPERATIONS.
20. THE PROJECT CONSTRUCTION MANAGER SHALL DESIGNATED AN AREA FOR THE COLLECTION AND STORAGE OF ALL PETROLEUM BASED
PRODUCTS.
21. THE CONTAINERS SHALL BE PROTECTED FROM RAIN EVENTS.
22. STORE CONTAINERS ON SPILL PALLETS OR EQUIVALENT STRUCTURES.
23. CONTAINERS MUST BE STORED AND STACKED IN ACCORDANCE WITH THE MANUFACTURERS' DIRECTIONS.
24. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
25. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL SPILLS OR CONTAMINATED SURFACES ARE CLEANED UP IMMEDIATELY, USING
DRY CLEAN UP MEASURES WHERE POSSIBLE, AND ELIMINATE THE SOURCE OF THE SPILL TO PREVENT A DISCHARGE OR A FURTHERANCE OF
AN ONGOING DISCHARGE; THAT THE SURFACES ARE NOT CLEANED BY HOSING THE AREA DOWN.
26. IF AGGREGATE ABOVEGROUND STORAGE CAPACITY OF PETROLEUM CONTAINERS/TANKS/DRUMS STORED ON THE PROJECT SITE IS GREATER
THAN 1,320 GALLONS, THE PROJECT CONSTRUCTION MANAGER MUST PREPARE A SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC)
PLAN.
27. TO CALCULATE THE TOTAL ABOVEGROUND STORAGE CAPACITY, THE PROJECT CONSTRUCTION MANAGEIR CAN ADD TOGETHER THE STORAGE
CAPACITY OF ALL OF STORAGE CONTAINERS/TANKS/DRUMS AS WELL AS THE FUEL AND FLUID TANKS ON THE MOBILE AND OPERATIONAL
EQUIPMENT. IN THIS CALCULATION, INCLUDE ONLY THOSE TANKS THAT HAVE MORE THAN 55 GALLONS OF STORAGE CAPACITY. THIS
REQUIREMENT DOES NOT INCLUDE MOBILE REFUELERS.
Q PRODUCTS ITE IS GREATER28
PROJECT CONSTRUCTION
MANMANAGERMUSTIF
THE AGGREGATE ABOVEGROUND A
FOLOWGE
AALLY
APP I D RALREGU ATIONS GOVERN NG SECON A YCON AINMENT.
THE
PORTABLE TOILET CONTAINMENT AREA
NOT TO SCALE
SILT FENCE
LOCATE ON
DOWNHILL SIDE
OF PORTABLE
TOILET
Im
STD.
PORTABLE
TOILET
1. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE TOILETS AS
REQUIRED BY FEDERAL, STATE, AND LOCAL REGULATIONS.
2. THE PROJECT CONSTRUCTION MANAGER SHALL PROVIDE A SUFFICIENT INUMBER
OF PORTABLE TOILETS TO SERVE THE MAXIMUM NUMBER OF EMPLOYEES
EXPECTED ON SITE DAILY.
3. POSITION PORTABLE TOILETS SO THAT THEY ARE SECURE AND WILL NOT BE
TIPPED OR KNOCKED OVER.
4. THE PORTABLE TOILETS WILL BE MAINTAINED AND INSPECTED WEEKLY [FOR
EVIDENCE OF LEAKING HOLDING TANKS.
5. TOILETS WITH LEAKING HOLDING TANKS WILL BE REMOVED FROM THE SITE AND
REPLACED WITH NEW PORTABLE TOILETS.
6. CLEAN UP LEAKS AND SPILLS IMMEDIATELY
7. CONTAINMENT TRAYS CAN BE USED AS SECONDARY CONTAINMENT IF PORTABLE
TOILET IS SET ON A LEVEL GRAVEL OR PAVED PAD.
8, SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE PORTABLE
TOILET ON A MINIMUM OF ONE SIDE,
9. IF PORTABLE TOILET IS LOCATED ON SINGLE FAMILY HOME SITE, AND SILT
FENCE IS INSTALLED AROUND THE PERIMETER OF THE PROJECT SITE, THE
ADDITIONAL SILT FENCE DIRECTLY ADJACENT TO THE TOILET IS NOT
NECESSARY.
CONCRETE WASHOUT NOTES
1. CONCRETE TRUCKS WILL ONLY WASH OUT, DISCHARGE SURPLUS CONCRETE, OR DRUM WASH WATER AT APPROVED LOCATIONS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS, ALL CONCRETE AND CONCRETE
WASHOUT SLURRIES FROM THE CONCRETE MIXER TRUCKS AND CHUTES WILL BE DISCHARGED INTO THE WASHOUT AREA OR HAULED OFF-SITE FOR DISPOSAL. SMALLER EQUIPMENT SUCH AS WHEELBARROWS AND HAND TOOLS
ALSO WILL BE WASHED DOWN AT THE TEMPORARY CONCRETE WASHOUT.
2. THE TEMPORARY CONCRETE WASHOUT AREA WILL BE CONSTRUCTED BEFORE ANY CONCRETE POURS OCCUR AT THE SITE.
3. CONCRETE POURS WILL NOT BE CONDUCTED DURING OR BEFORE AN ANTICIPATED STORM EVENT.
4. THE TEMPORARY CONCRETE WASHOUT AREA SHALL REMAIN IN PLACE UNTIL IT IS NO LONGER NEEDED FOR THE CONSTRUCTION PROJECT.
5. TEMPORARY CONCRETE WASHOUT WILL BE CONSTRUCTED WITH A MINIMUM FLAT AREA OF 8'X8' AT THE BOTTOM OF THE PIT WITH 3:1 OR FLATTER SIDE SLOPES; HOWEVER, THE PIT SHOULD BE SIZED FOR SUFFICIENT VOLUME
AND QUANTITY TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY THE WASHOUT OPERATIONS.
6. THE TEMPORARY CONCRETE WASHOUT SHOULD BE A MINIMUM OF 400' FROM ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE CONCRETE WASHOUT WITHIN 1000' OF ANY WELLS, DRINKING WATER SOURCE. IF
SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CONCRETE WASHOUT AREA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (10 MIL. PLASTIC LINER) OR SURFACE STORAGE
ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE AREA SHOULD BE USED.
7. THE WASHOUT AREA WILL BE INSPECTED DAILY AND AFTER HEAVY RAINS TO ENSURE THAT ALL CONCRETE WASHING IS BEING DISCHARGED INTO THE WASHOUT AREA, THAT THERE ARE NO LEAKS OR TEARS ARE PRESENT, AND
TO IDENTIFY IF THE WASHOUT HAS REACHED 75% OF ITS HOLDING CAPACITY.
8. DAMAGES TO THE CONTAINER SHOULD BE REPAIRED PROMPTLY.
9. TEMPORARY CONCRETE WASHOUT SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN FOR CONCRETE WASTE.
10. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
11. WHEN THE TEMPORARY CONCRETE WASHOUT IS FILLED TO 75% OF ITS CAPACITY, THE WASHING WATER SHOULD BE VACUUMED OFF OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS.
12. WHEN THE REMAINING C;EMENTITIOUS SOLIDS HAVE HARDENED, THEY SHOULD BE REMOVED AND DISPOSED OF OR RECYCLED. THE CONCRETE WILL BE BROKEN UP, REMOVED, AND TAKEN TO A LANDFILL FOR DISPOSAL OR
RECYCLING CENTER RECYCLING.
13. BEFORE HEAVY RAINS, 'THE WASHOUT CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER SHOULD BE COVERED TO AVOID AN OVERFLOW DURING THE RAINSTORM.
14. SIGNS WILL BE POSTED MARKING THE LOCATION OF THE WASHOUT AREA TO ENSURE THAT CONCRETE EQUIPMENT OPERATORS USE THE PROPER FACILITY.
STAPLES
2 PER BALE)
WOOD OR METAL STAKES
2 PER BALE)
A
L_
VARIES
10 MIL. PLASTIC LINING
NATIVE MATERIAL (OPT.)
SECTION A -A'
NOT TO SCALE
10' MIN.
10 MIL. PLASTIC. LINING)
PLAN
NOT TO SCALE
AW BALE (TYP.)
BINDING WIRE
STAKE (TYP.)
A'
STRAW BALE (TYP.)
10 MIL. PLASTIC L
LATH AND FLAGGIN
ON 3 SIDE
CONCRETE WASHOUT AREA
ABOVE -GRADE CONTAINMENT AREA W/ STRAW BALES
SOLID WASTE COLLECTION CONTAINMENT AREA
SILT FENC'-
LOCATE 0
DOWNHILL SID
OF SOLID WAST
COLLECTIO
ARE
VEHICLE TRACKING
CONTROL
GRAVEL, PAVEMENT OR
OTHER STABLE SURFACE)
1. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ONSITE.
2. DESIGNATE A SOLID WASTE COLLECTION AREA.
3. THE SOLID WASTE COLLECTION AREA SHOULD BE LOCATED A MINIMUM OF 50 FEET AWAY FROM CONCENTRATED FLOWS
OF STORMWATER, DRAINAGE COURSES, AND STORMWATER DRAINS, WATER BODIES, AND SHOULD NOT BE LOCATED IN
AREAS PRONE TO FLOODING OR PONDING.
4. ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A PROPER RECEPTkCLE IN ACCORDANCE WITH ALL FEDERAL,
STATE, AND LOCAL WASTE MANAGEMENT REGULATIONS. SOLID WASTE GENERATED FROM CONSTRUCTION ACTIVITIES ON
THE PROJECT SITE AND TRASH WILL BE DEPOSITED IN DUMPSTERS AND/OR OTHER SOLID WASTE CONTAINERS. ONLY
TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE [DUMPSTER.
5. NOTE, ONLY APPROPRIATE SOLID WASTES SHOULD BE PLACED IN DUMPSTERS ANVD/OR SOLID WASTE CONTAINERS.
CERTAIN WASTES SUCH AS HAZARDOUS WASTES, APPLIANCES, FLUORESCENT LAfMPS, PESTICIDES, ETC., MAY NOT BE
DISPOSED OF IN SOLID WASTE CONTAINERS. FOR ANY ITEM THAT IS CONSIDERED HAZARDOUS WASTE, FOLLOW THE
PROCEDURES SPECIFIED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 'MATERIAL MANAGEMENT PRACTICES
HAZARDOUS PRODUCTS".
6. LIQUID WASTE WILL NOT BE DISPOSED OF IN DUMPSTERS AND/OR SOLID WASTE CONTAINERS. FOLLOW MANUFACTURES',
FEDERAL, STATE, AND LOCAL GUIDELINES TO DISPOSE OF LIQUID WASTES PROPEIRLY.
7. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE SOLID WASTE COLLECTION AREA ON A MINIMUM OF
ONE SIDE.
8. SOLID WASTE, CONSTRUCTION DEBRIS, AND TRASH COLLECTED IN THE DUMPSTER; AND/OR SOLID WASTE CONTAINERS WILL
BE HAULED TO AN APPROPRIATE WASTE DISPOSAL SITE.
9. SCHEDULE REGULAR SOLID WASTE COLLECTION PICKUPS TO PREVENT THE CONTAINERS FROM OVERFILLING.
10. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE PICKUPS ON A MORE
FREQUENT BASIS.
11. SMALLER SOLID WASTE CONTAINERS WILL BE RAISED OFF THE GROUND WITH A PALLET OR AN EQUIVALENT STRUCTURE.
12. THE PROJECT CONSTRUCTION MANAGER SHALL ENSURE THAT SILT FENCE IS INSTALLED ON THE DOWNHILL SLOPE BELOW
THE SOLID WASTE COLLECTION AREA TO CONTAIN LEAKAGE AND/OR SPILLAGE.
13. THE PROJECT CONSTRUCTION MANAGER MUST ENSURE THAT DUMPSTERS AND/OR SOLID WASTE CONTAINERS HAVE
SECURE, WATERTIGHT LIDS SO THEY CAN BE COVERED BEFORE/DURING PERIODS OF RAIN.
14. IF DUMPSTERS AND/OR SOLID WASTE CONTAINERS DO NOT HAVE SECURE, WATERTIGHT LIDS, THEY MUST BE KEPT IN A
COVERED AREA.
15. INSPECT SOLID WASTE COLLECTION AREA AND CHECK DUMPSTERS AND/OR SOLID WASTE CONTAINERS FOR LEAKS, SPILLS
AND EXTERNAL CORROSION AND STRUCTURAL FAILURE WEEKLY AND IMMEDIATELY AFTER STORM EVENTS.
16. CLEAN UP LEAKS AND SPILLS IMMEDIATELY.
10' MIN.
10 MIL. PLAS1
3' MIN.
SECTION A -A'
Nln1 Tn C0AI r
TH AND FLAGGING
3 SIDES
PLAN
NOT TO SCALE
ANDBAG (TYP.)
OTTOM OF BERM
CONCRETE WASHOUT AREA
BELOW -GRADE CONTAINMENT AREA
GOOD HOUSEKEEPING
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES 4WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT:
1. IDENTIFY ALL HAZARDOUS AND NONHAZARDOUS SUBSTANCES PRESENT AT THE PROJECT SITE.
2. THE PROJECT CONSTRUCTION MANAGER MUST COMPILE A LIST OF ALL CHEMICALS PRESENT AT THE PROJECT SITE AND OBTAIN A
MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH ONE.
3. WHEN POSSIBLE, ALL PRODUCTS WILL BE KEPTi IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURE'S LABEL.
4. IF IT IS NOT POSSIBLE TO KEEP THE PRODUCTS IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURE'S LABEL, THE NEW
CONTAINER MUST BE LABELED WITH THE NAME: OF THE PRODUCT/CHEMICAL, THE UNIT NUMBER (WHEN APPLICABLE), EXPIRATION
DATE (WHEN APPLICABLE), HANDLING INSTRUCITIONS, AND HEALTH OR ENVIRONMENTAL HAZARDS (WHEN APPLICABLE). IF THIS
INFORMATION IS NOT AVAILABLE ON THE MANUJFACTURE'S ORIGINAL LABEL, CONSULT THE MSDS'S FOR THE RELEVANT
INFORMATION.
5. THE PROJECT CONSTRUCTION MANAGER WILL WAKE SPECIAL NOTE ON THE INVENTORY OF THE HAZARDOUS CHEMICALS ON THE
PROJECT SITE THAT REQUIRE SPECIAL HANDLIMG, STORAGE, OR DISPOSAL.
6. MANUFACTURER'S RECOMMENDATIONS FOR PROPER STORAGE, USE, AND DISPOSAL MUST BE FOLLOWED FOR ALL CHEMICALS AND
MATERIALS PRESENT ON THE PROJECT SITE.
7. ALL MATERIALS STORED ON THE PROJECT SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE
CONTAINERS.
8. MATERIALS THAT HAVE THE POTENTIAL FOR CONTAMINATING RUNOFF DURING STORM EVENTS WILL BE STORED IN THEIR
APPROPRIATE WATERTIGHT CONTAINERS, STORED ON A SPILL PALLET UNDER A CANOPY, TARPAULIN, SHRINK WRAPPED OR
OTHERWISE PRECLUDED FROM DIRECT EXPOSURE OF PRECIPITATION.
9. ACCESS TO STORAGE AREAS MUST BE RESTRICTED TO PREVENT VANDALISM.
10. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL. BE USED UP BEFORE DISPOSING OF THE CONTAINER.
11. EMPTY CONTAINERS THAT MAY CONTAIN CHEMIICAL RESIDUES SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND
LOCAL REGULATIONS.
12. CHEMICAL OR PETROLEUM PRODUCTS WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
13. THE PROJECT CONSTRUCTION MANAGER WILL INVSPECT THE INVENTORY DAILY TO ENSURE PROPER USE AND DISPOSAL OF
MATERIALS ON THE PROJECT SITE.
14. THE PROJECT CONSTRUCTION MANAGER WILL EINSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO HANDLE SPILLS,
LEAKS, AND DISPOSAL OF USED LIQUIDS.
15. ALL PROJECT PERSONNEL WILL BE INSTRUCTED ON GOOD HOUSEKEEPING PRACTICES.
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WILLIAM J. LEDBETTER
Lic. No. 1507-8
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DATE
May 23, 2016
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1
10 MIL. PLASTIC. LINING)
PLAN
NOT TO SCALE
AW BALE (TYP.)
BINDING WIRE
STAKE (TYP.)
A'
STRAW BALE (TYP.)
10 MIL. PLASTIC L
LATH AND FLAGGIN
ON 3 SIDE
CONCRETE WASHOUT AREA
ABOVE -GRADE CONTAINMENT AREA W/ STRAW BALES
SOLID WASTE COLLECTION CONTAINMENT AREA
SILT FENC'-
LOCATE 0
DOWNHILL SID
OF SOLID WAST
COLLECTIO
ARE
VEHICLE TRACKING
CONTROL
GRAVEL, PAVEMENT OR
OTHER STABLE SURFACE)
1. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ONSITE.
2. DESIGNATE A SOLID WASTE COLLECTION AREA.
3. THE SOLID WASTE COLLECTION AREA SHOULD BE LOCATED A MINIMUM OF 50 FEET AWAY FROM CONCENTRATED FLOWS
OF STORMWATER, DRAINAGE COURSES, AND STORMWATER DRAINS, WATER BODIES, AND SHOULD NOT BE LOCATED IN
AREAS PRONE TO FLOODING OR PONDING.
4. ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A PROPER RECEPTkCLE IN ACCORDANCE WITH ALL FEDERAL,
STATE, AND LOCAL WASTE MANAGEMENT REGULATIONS. SOLID WASTE GENERATED FROM CONSTRUCTION ACTIVITIES ON
THE PROJECT SITE AND TRASH WILL BE DEPOSITED IN DUMPSTERS AND/OR OTHER SOLID WASTE CONTAINERS. ONLY
TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE [DUMPSTER.
5. NOTE, ONLY APPROPRIATE SOLID WASTES SHOULD BE PLACED IN DUMPSTERS ANVD/OR SOLID WASTE CONTAINERS.
CERTAIN WASTES SUCH AS HAZARDOUS WASTES, APPLIANCES, FLUORESCENT LAfMPS, PESTICIDES, ETC., MAY NOT BE
DISPOSED OF IN SOLID WASTE CONTAINERS. FOR ANY ITEM THAT IS CONSIDERED HAZARDOUS WASTE, FOLLOW THE
PROCEDURES SPECIFIED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 'MATERIAL MANAGEMENT PRACTICES
HAZARDOUS PRODUCTS".
6. LIQUID WASTE WILL NOT BE DISPOSED OF IN DUMPSTERS AND/OR SOLID WASTE CONTAINERS. FOLLOW MANUFACTURES',
FEDERAL, STATE, AND LOCAL GUIDELINES TO DISPOSE OF LIQUID WASTES PROPEIRLY.
7. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE SOLID WASTE COLLECTION AREA ON A MINIMUM OF
ONE SIDE.
8. SOLID WASTE, CONSTRUCTION DEBRIS, AND TRASH COLLECTED IN THE DUMPSTER; AND/OR SOLID WASTE CONTAINERS WILL
BE HAULED TO AN APPROPRIATE WASTE DISPOSAL SITE.
9. SCHEDULE REGULAR SOLID WASTE COLLECTION PICKUPS TO PREVENT THE CONTAINERS FROM OVERFILLING.
10. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE PICKUPS ON A MORE
FREQUENT BASIS.
11. SMALLER SOLID WASTE CONTAINERS WILL BE RAISED OFF THE GROUND WITH A PALLET OR AN EQUIVALENT STRUCTURE.
12. THE PROJECT CONSTRUCTION MANAGER SHALL ENSURE THAT SILT FENCE IS INSTALLED ON THE DOWNHILL SLOPE BELOW
THE SOLID WASTE COLLECTION AREA TO CONTAIN LEAKAGE AND/OR SPILLAGE.
13. THE PROJECT CONSTRUCTION MANAGER MUST ENSURE THAT DUMPSTERS AND/OR SOLID WASTE CONTAINERS HAVE
SECURE, WATERTIGHT LIDS SO THEY CAN BE COVERED BEFORE/DURING PERIODS OF RAIN.
14. IF DUMPSTERS AND/OR SOLID WASTE CONTAINERS DO NOT HAVE SECURE, WATERTIGHT LIDS, THEY MUST BE KEPT IN A
COVERED AREA.
15. INSPECT SOLID WASTE COLLECTION AREA AND CHECK DUMPSTERS AND/OR SOLID WASTE CONTAINERS FOR LEAKS, SPILLS
AND EXTERNAL CORROSION AND STRUCTURAL FAILURE WEEKLY AND IMMEDIATELY AFTER STORM EVENTS.
16. CLEAN UP LEAKS AND SPILLS IMMEDIATELY.
10' MIN.
10 MIL. PLAS1
3' MIN.
SECTION A -A'
Nln1 Tn C0AI r
TH AND FLAGGING
3 SIDES
PLAN
NOT TO SCALE
ANDBAG (TYP.)
OTTOM OF BERM
CONCRETE WASHOUT AREA
BELOW -GRADE CONTAINMENT AREA
GOOD HOUSEKEEPING
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES 4WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT:
1. IDENTIFY ALL HAZARDOUS AND NONHAZARDOUS SUBSTANCES PRESENT AT THE PROJECT SITE.
2. THE PROJECT CONSTRUCTION MANAGER MUST COMPILE A LIST OF ALL CHEMICALS PRESENT AT THE PROJECT SITE AND OBTAIN A
MATERIAL SAFETY DATA SHEET (MSDS) FOR EACH ONE.
3. WHEN POSSIBLE, ALL PRODUCTS WILL BE KEPTi IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURE'S LABEL.
4. IF IT IS NOT POSSIBLE TO KEEP THE PRODUCTS IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURE'S LABEL, THE NEW
CONTAINER MUST BE LABELED WITH THE NAME: OF THE PRODUCT/CHEMICAL, THE UNIT NUMBER (WHEN APPLICABLE), EXPIRATION
DATE (WHEN APPLICABLE), HANDLING INSTRUCITIONS, AND HEALTH OR ENVIRONMENTAL HAZARDS (WHEN APPLICABLE). IF THIS
INFORMATION IS NOT AVAILABLE ON THE MANUJFACTURE'S ORIGINAL LABEL, CONSULT THE MSDS'S FOR THE RELEVANT
INFORMATION.
5. THE PROJECT CONSTRUCTION MANAGER WILL WAKE SPECIAL NOTE ON THE INVENTORY OF THE HAZARDOUS CHEMICALS ON THE
PROJECT SITE THAT REQUIRE SPECIAL HANDLIMG, STORAGE, OR DISPOSAL.
6. MANUFACTURER'S RECOMMENDATIONS FOR PROPER STORAGE, USE, AND DISPOSAL MUST BE FOLLOWED FOR ALL CHEMICALS AND
MATERIALS PRESENT ON THE PROJECT SITE.
7. ALL MATERIALS STORED ON THE PROJECT SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE
CONTAINERS.
8. MATERIALS THAT HAVE THE POTENTIAL FOR CONTAMINATING RUNOFF DURING STORM EVENTS WILL BE STORED IN THEIR
APPROPRIATE WATERTIGHT CONTAINERS, STORED ON A SPILL PALLET UNDER A CANOPY, TARPAULIN, SHRINK WRAPPED OR
OTHERWISE PRECLUDED FROM DIRECT EXPOSURE OF PRECIPITATION.
9. ACCESS TO STORAGE AREAS MUST BE RESTRICTED TO PREVENT VANDALISM.
10. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL. BE USED UP BEFORE DISPOSING OF THE CONTAINER.
11. EMPTY CONTAINERS THAT MAY CONTAIN CHEMIICAL RESIDUES SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND
LOCAL REGULATIONS.
12. CHEMICAL OR PETROLEUM PRODUCTS WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
13. THE PROJECT CONSTRUCTION MANAGER WILL INVSPECT THE INVENTORY DAILY TO ENSURE PROPER USE AND DISPOSAL OF
MATERIALS ON THE PROJECT SITE.
14. THE PROJECT CONSTRUCTION MANAGER WILL EINSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO HANDLE SPILLS,
LEAKS, AND DISPOSAL OF USED LIQUIDS.
15. ALL PROJECT PERSONNEL WILL BE INSTRUCTED ON GOOD HOUSEKEEPING PRACTICES.
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WILLIAM J. LEDBETTER
Lic. No. 1507-8
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DATE
May 23, 2016
FILE NUMBER
80553
SHEET I
2 of 2
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FILE NUMBER
80553
SHEET I
2 of 2