HomeMy WebLinkAboutWPO201400071 Plan - Other (not approved) 2014-12-15low
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THE POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE LAND DISTURBANCE OF BLOCK 12, AS ILLUSTRATED BY THE
DISTURBANCE AREA, CONSISTS OF MINOR MAINTENANCE AND EQUIPMENT FUELING OPERATIONS THESE ACTIVITE►S SHALL BE e :: : ' ( —682— — —
LIMITED TO THE SPECIFIC AREA SHOWN ON THIS PLAN. IN ADDITION, THERE WILL BE FERTILZER, SEED AND STRAW TEMPORARILY
STORED AND UTILIZED FOR 807H TEMPORARY AND PERMANENT SEEDING AERATIONS
i I I a`
THERE WILL BE MULTIPLE PORTA-POTTIES GENERALLY LOCATED, AS SHOWN. IN ADDITION, THE CONCRETE WASH -OUT AREA \ \ ( Q
SHALL BE PLACED IMMEDIATELY ADJACENT TO THE END OF THE PRIVATE ROADWAY, AS SHOWN.
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AS CONIRUC710N OF THE PUBLIC WATERLINE PROGRESSES, INCLUDING FIRE HYDRANT LOCATIONS THE HYDRANTS AND WATER
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MAIN REQUIRE FLUSHING AND BACTERIA TESTING SILT FENCE SHALL BE INSTALLED ALONG THE TOE OF THE FLUSHING AREAS T
TO PREVENT SEDIMENT FROM BEING FLUSHED AWAY UNCONTROLLABLY. WHEN POSSIBLE, PLYWOOD, MATTING OR STONE SHOULD
BE PLACED TO STABILIZE THE FLUSHING AREA. :� -- _. = _ -v Y ! �Nx moo• — __ _
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O CREEK VIA AN EXISTING SEDIMENT BASIN TO THE —
E AREA CURRENTLY DRAINS INTO SLABT WN E 1 EN]TR EA THE RUNOFF FROM THIS .i:
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A THROUGHOUTCONSTRUCTION. A THE EXl TH 11R EN DED ARE OUGHO S STING l BASIN ACCOMODATES E EN E DENUDED .:� : SOUTH F BLOCK 12. THIS
OU 0 8 0 i
BASIN U ON. _
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C U L RAIN INTO THE IN THROUGHOUT CONSTRUCTION. AS SUCH, PROPOSED RUNOFF WILL ONTIN A LY D H _1 L IS11NG AND P OW AREA EX
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T.
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F F � FIE
G BASIN SHALL BE CONVERTED INTO A PERPETUAL- 2 '
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ENURED AREAS THE EXISITN L VERTE 1 T Wl PROVIDE FULL CONT
AINMENT FOR THE D Ll.PO
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T RE I DITI T A P MAIN V A
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PLANS), AND AN EASEMENT CORDED N AD ON 0 BM MAINTENANCE B . T : TY (PER THE WP0201300021 APPROVED LA S E BMP FACILITY E Sto .Si ri
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AGREEMENT 2
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THIS SITE HAS BEEN DESIGNED IN ACCORDANCE W11H 4VAC50-60-1190. SEE THE WPO PLAN FOR SPECIFICS RELATING TO � ,•, _ _J _ _-- � _.�. -_� , -� -_ :.' _ . _._ _ _ \ L . � - _ ; -.. _ ._ _ -
WATER QUALITY AND WATER QUANTITY COMPLIANCE THE SITE HAS ALSO CONTRIBUTED TO THE REGIONAL SLABID10 CRgK-
_... _
BMP FOR WATER QUALITY. THE SEDIMENT BASIN CONSTRUCTED WITH THE BLOCK 11 PLANS AND MODIFIED WITH THE BLOCK ► y
QU
14 SO APPROVED PLANS (WP0201300021), SHALL FUNCTION AS THE SO FACILITY FOR THIS DEVELOPMENT. REFER TO THE �A� 6>Q n
WPO PLANS FOR BMP ROUTING AND ADEQUATE CHANNEL CRITERIA AS DEFINED IN 4VAC50-30. 6
I III .
6LN11 _
MN CL
R INiA EROSION AND SEDIMENT IN ACCORDANCE W11H THE Vl G SION A S ARE TO BE CONSTRUCTED ALL EROSION CONTROL ' ' •
CONTROL HANDBOOK, THIRD EDITION 1992. — -
ALL LAND DISTURBING AC71WTIES SHALL BE IN ACCORDANCE WITH WRGINA EROSION AND SEDIMENT CONTROL LAW AND \ €i
III II �-
REGULATIONS 4VAC50-30. o \
EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICAL AND DISTURBED PORTIONS OF THE SITE 111
Ali \ MU
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SHALL BE STABILIZED AS QUICKLY AS POSSIBLE S /
IF PERIODIC INSPEC71ONS OR OTHER INFORMATION INDICATE THE NEED FOR MODIFYING OR PROVIDING ADDITIONAL EC
MEASURES, THE OPERATOR MAUST REPLACE OR MODIFY THE MEASURES AS SOON AS PRACTCABLE; AS WELL AS UPDATE THE s: : (�'r TS
SWPPP IN ACCORDANCE WITH THE LAND DISTURBANCE PERMIT. III ~ � li4zh
111
EROSION AND SEDIMENT CONTROL LEGEND
PAVED CONSTRUCTION
ENTRANCE WITH WASH RACK
CRS 3.U3 CONSTRUCTION ROAD
STABILIZATION
F 3.05 SILT FENCE
DIVERSION
s
3.13 SE
DIMENT BASIN
TS TEMPORARY SEEDING
m" ,
3.35 M U
PERMANENT SEEDING
MULCH
DUST CONTROL
APPROVED
by the Albemarle County
Community C'evelohm nt Department
Date r 7;
44.
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CHANNEL SECTION , i TS \
DIT�H DEPT =10"'-
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b-2 aINED ANNEL /: :\ / \ --
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CHANNEL S=_CSJON G
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CHANN L
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`�: ®p1 — — — —656— 666
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EC-2 LINED CHANNEL N
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DV\ \E P, DIVERSION ANNEL� 666 ' \
F — — — LIMITS-®E-LAND ®-I�`TUR MC 66�
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//� / /'/FOREBAY BASE` > 67
\ 633.0
:ULTIMATE GEOMETRfi` OF 636-
I NODIr[ED SEDIMENT BASIN
I SEE OLD TRAIL I B STORMWATER MANAGEMENT PLAN `e �38
DATED MARCH 20, 2013
I I I (CURRENTLY UNDER CONSTRUCTION)
SUMP —BASE
\\ \ SURFACE 630.0 /
636.0 / ZZ'xWORM
\
Christopher C. Mulligan
Lic. No.
r / 031672 ��
� � o��SS/ONAL
M \ __ __ __ // L I
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/ Z/111
SCALE I" = 30
30 15 0 30 60
SCALE IN FEET
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DATE
Aug. 15, 2014
SCALE
1 " ® 30'
CONTOUR INTERVAL
2 Feet
FILE NUMBER
3053
SHEET
1/2
I
a
FUELING AREA
STAPLES4
LATH AND FLAGGING
(2 PER BALE) 1. CONCRETE TRUCKS WILL ONLY WASH OUT, DISCHARGE SURPLUS CONCRETE, OR DRUM
ON 3 SIDES
BELOW -GRADE CONTAINMENT AREA
0
10 MIL. PLASTIC LINING STRAW BALE (TYP.) SANDBAG WASH WATER AT APPROVED LOCATIONS IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL REGULATIONS. ALL CONCRETE AND CONCRETE WASHOUT SLURRIES FROM THE
SANDBAG
N �
Z
tO
CONCRETE MIXER TRUCKS AND CHUTES WILL BE DISCHARGED INTO THE WASHOUT
10 MIL. PLASTIC LINING
NATIVE MATERIAL (OPT.) AREA OR HAULED OFF SITE FOR DISPOSAL. SMALLER EQUIPMENT SUCH AS
® CV
N CAI
WHEELBARROWS AND HAND TOOLS ALSO WILL BE WASHED DOWN AT THE TEMPORARY
WOOD OR METAL STAKES WHEELBARROWS
WIRE CONCRETE WASHOUT.
PER BALE)
10 MIL. PLASTIC LINING
2% SLOPE
ro
(2 n „ t; =;r;: 2. THE TEMPORARY CONCRETE WASHOUT AREA WILL BE CONSTRUCTED BEFORE ANY
III -III- CONCRETE POURS OCCUR AT THE SITE.T
�-
o
3. CONCRETE POURS WILL NOT BE CONDUCTED DURING OR BEFORE AN ANTICIPATED
® � W
_
_ _
5:0
T MIN. STORM EVENT.
I I I I I(
�-III-�''- -
®�`
I I -I I I -I I I I I I I I I -III III -III I F 4. WHEN THE TEMPORARY WASHOUT AREA IS NO LONGER NEEDED FOR THE
BERM CONSTRUCTION PROJECT
MI
3 N PAVED FUELING AREA
�d
! 5. TEMPORARY CONCRETE WASHOUT WILL BE CONSTRUCTED WITH A MINIMUM FLAT AREA
BERM
_jz
SECTION A -A' THE PIT WITH OR FLATTER SIDE SLOPES; HOWEVER, THE
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OF 8'X8' AT THE BOTTOM OF 3:1
NOT TO SCALE I I I I �; PIT SHOULD BE SIZED FOR SUFFICIENT VOLUME AND QUANTITY TO CONTAIN ALL LIQUID
-�
�9 CO >
® W
SECTION A -A' AND CONCRETE WASTE GENERATED BY THE WASHOUT OPERATIONS.
6. THE TEMPORARY UNLINED CONCRETE WASHOUT SHOULD BE A MINIMUM OF 400' FROM
I -I I (� = SECTION A -A'
G LU
10' MIN. NOT TO SCALE ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE UNLINED
LATH AND FLAGGINGdd
NOT TO SCALE
12" HIGH DIVERSION BERM
Q
® 8
04
STAKE (TYP.) ON 3 SIDES CONCRETE WASHOUT WITHIN 1000' OF ANY WELLS, DRINKING WATER SOURCE. IF SITE
ON 3 DOWNHILL SIDES VARIES
04
VARIES CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE,
SANDBAG(
THE CONCRETE WASHOUT AREA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (10
(TYP.)
SANDBAG TYP.
�
® ® e ■ e ® s MIL. PLASTIC LINER) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED
1:5
CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE AREA SHOULD BE
®
, 0)
O O O USED.114
A A' TOP OF BERM 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.
;l
y,
VARIES 8. DAMAGES TO THE CONTAINER SHOULD BE REPAIRED PROMPTLY.
9. TEMPORARY CONCRETE WASHOUT SHALL BE REPAIRED, CLEANED, OR ENLARGED ASLLI
Z
® NECESSARY TO MAINTAIN FOR CONCRETE WASTE.
PAVED FUELING AREA
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10' MIN. l 14. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
VARIES
®�
® COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
BOTTOM OF BERM 15, 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.
a
.1
' 1 t
® ® ® ® ® ® ® ® 16. WHEN THE REMAINING CEMENTITIOUS SOLIDS HAVE HARDENED, THEY SHOULD BE
WILL BE BROKEN
REMOVED AND DISPOSED OF OR RECYCLED. THE CONCRETE UP,
OR RECYCLING CENTER
11h 0) LLJ
REMOVED, AND TAKEN TO A LANDFILL FOR DISPOSAL
10 MIL. PLASTIC LINING O O O O O RECYCLING.
17. BEFORE HEAVY RAINS, THE WASHOUT CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED
0 0 0o
STRAW BALE (TYP.) OR THE CONTAINER SHOULD BE COVERED TO AVOID AN OVERFLOW DURING THE
OF
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10 MIL. PLASTIC LINING RAINSTORM.
10 MIL. PLASTIC LINING BOTTOM BERM
PLAN 18. SIGNS WILL BE POSTED MARKING THE LOCATION OF THE WASHOUT AREA TO ENSURE
TOP OF BERM
THAT CONCRETE EQUIPMENT OPERATORS USE THE PROPER FACILITY.
NOT TO SCALE
PLAN
PLAN
REVISIONS
CONCRETE WASHOUT AREA NOT TO SCALE
NOT TO SCALE
ABOVE -GRADE CONTAINMENT AREA W/ STRAW BALES CONCRETE WASHOUT AREA
Nov. 20, 2014
BELOW -GRADE CONTAINMENT AREA
1. ALL PETROLEUM -BASED PRODUCTS USED ON THE PROJECT SITE WILL BE USED,
STORED, AND DISPOSED OF ACCORDING TO FEDERAL, STATE, AND LOCAL REGULATIONS.
County Comments
THE FOLLOWING PRACTICES ARE USED TO REDUCE THE RISK ASSOCIATED WITH
PETROLEUM PRODUCTS:
D®c. 12, 2014
2. ALL REFUELING, REPAIR AND CHANGING OF EQUIPMENT AND VEHICLE FLUIDS SHALL BE
CONDUCTED IN A DESIGNATED AREA.
County Comments
3. FUELING AREA CONTAINMENT SHOULD BE SIZED FOR 110% OF THE LARGEST STORAGE
SILT FENCE
SILT FENCE
TANK CAPACITY WITH SUFFICIENT FREEBOARD TO CONTAIN THE 25-YEAR, 24 HOUR
STORM EVENT.
LOCATE ON
LOCATE ON
4. THE FUELING AREA AND CONTAINMENT AREA SHOULD BE A MINIMUM OF 50' FROM
DOWNHILL SIDE
DOWNHILL SIDE
STORM DRAIN INLETS, OPEN DITCHES, WATERWAYS OR BODIES OF WATER.
OF SOLID WASTE
OF PORTABLE
5. MATERIAL FOR CONSTRUCTING THE DIVERSION BERM SHOULD BE SUFFICIENTLY
COLLECTION AREA
TOILET
IMPERVIOUS TO CONTAIN OIL.
6. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
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4 J .� ' � 1 '�� 7 �` � � �. � .: �,=.;
7. FUELING AREA CONTAINMENT SHALL BE REPAIRED, CLEANED OR ENLARGED A
NECESSARY TO MAINTAIN CONTAINMENT FOR 110 /o OF LARGEST STORAGE TANK
`CAPACITY
r 5 f ) VEHICLE TRACKING
10
AND SUFFICIENT FREEBOARD TO CONTAIN THE . -YEAR, 24 HOUR STORM
r'
CONTROL { ?• E; ; x { ti
EVENT.
8. DISPOSE OF ALL USED OIL, ANTIFREEZE, SOLVENTS AND OTHER AUTOMOTIVE -RELATED
nT
i (GRAVEL, PAVEMENT OR
OTHER STABLE SURFACE)
CHEMICALS ACCORDING TO MANUFACTURER INSTRUCTIONS.
9. USED OIL, ANTIFREEZE, AND SOME SOLVENTS CAN BE RECYCLED AT DESIGNATED
DATE
G �
- DUMPSTER OR SOLID ?=
STD.
FACILITIES, BUT OTHER CHEMICALS MUST BE DISPOSED OF AT A HAZARDOUS WASTE
,. WASTE CONTAINER r n, >1 ' "r x_,1
PORTABLE
DISPOSAL SITE.
10. THE PROJECT CONSTRUCTION MANAGER SHALL DISPOSE OF OR RECYCLE THESE
Aug. 1 5, 2014
TOILET
MATERIALS ACCORDING TO FEDERAL, STATE, AND LOCAL REGULATIONS.
ALL VEHICLES ON THE i"'�7JECT 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.
, �r
13. IF A LEAK IS DISCOVERED, USE DRIP PANS AND ABSORBENTS UNDER OR AROUND LEAKY
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VEHICLES UNTIL THE LEAK IS REPAIRED.
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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
1. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE TOILETS AS REQUIRED
BY FEDERAL, STATE, AND LOCAL REGULATIONS.
AND AFTER STORM EVENTS.
16. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL PETROLEUM PRODUCT
CONTOUR INTERVAL
1. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ONSITE.
2. THE PROJECT CONSTRUCTION MANAGER SHALL PROVIDE A SUFFICIENT NUMBER OF
CONTAINERS PROVIDE SECONDARY CONTAINMENT.
2. DESIGNATE A SOLID WASTE COLLECTION AREA.
17. DOUBLE -WALLED CONTAINERS CAN BE USED AS A MEANS OF SECONDARY
LOCATED A MINIMUM OF 50 FEET
PORTABLE TOILETS TO SERVE THE MAXIMUM NUMBER OF EMPLOYEES EXPECTED ON
2 Feet
3. THE SOLID WASTE COLLECTION AREA SHOULD BE
SITE DAILY.
CONTAINMENT;
AWAY FROM CONCENTRATED FLOWS OF STORMWATER, DRAINAGE COURSES, AND
3. POSITION PORTABLE TOILETS SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR
18. NOTE, DOUBLE -WALLED CONTAINERS/TANKS WITH FITTINGS OR OPENINGS LOCATED
STORMWATER DRAINS, WATER BODIES, AND SHOULD NOT BE LOCATED IN AREAS PRONE
KNOCKED OVER.
BELOW THE LIQUID LEVEL OF THE CONTAINER MAY REQUIRE ADDITIONAL SECONDARY
TO FLOODING OR PONDING.
4. THE PORTABLE TOILETS WILL BE MAINTAINED AND INSPECTED WEEKLY FOR EVIDENCE
CONTAINMENT TO CONFORM TO FEDERAL, STATE, AND/OR LOCAL REGULATIONS.
4. ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A PROPER RECEPTACLE IN
OF LEAKING HOLDING TANKS.
19. NOTE, DOUBLE -WALLED CONTAINERS DO NOT PRECLUDE THE REQUIREMENT OF
ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL WASTE MANAGEMENT
5. TOILETS WITH LEAKING HOLDING TANKS WILL BE REMOVED FROM THE SITE AND
SECONDARY CONTAINMENT FOR REFUELING OR TRANSFER OPERATIONS.
REGULATIONS. SOLID WASTE GENERATED FROM CONSTRUCTION ACTIVITIES ON THE
REPLACED WITH NEW PORTABLE TOILETS.
20. THE PROJECT CONSTRUCTION MANAGER SHALL DESIGNATED AN AREA FOR THE
PROJECT SITE AND TRASH WILL BE DEPOSITED IN DUMPSTERS AND/OR OTHER SOLID
6. CLEAN UP LEAKS AND SPILLS IMMEDIATELY
COLLECTION AND STORAGE OF ALL PETROLEUM BASED PRODUCTS.
CONTAINERS. ONLY TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE
WASTE CONTA
DEPOSITED IN IN E DUMPSTER.
7. CONTAINMENT TRAYS CAN BE USED AS SECONDARY CONTAINMENT IF PORTABLE TOILET
21. THE CONTAINERS SHALL BE PROTECTED FROM RAIN EVENTS.
22. STORE CONTAINERS ON SPILL PALLETS OR EQUIVALENT STRUCTURES.
Oki
IS SET ON A LEVEL GRAVEL OR PAVED PAD.
5. NOTE, ONLY APPROPRIATE SOLID WASTES SHOULD BE PLACED IN DUMPSTERS AND/OR
SOLID WASTE CONTAINERS. CERTAIN WASTES SUCH AS HAZARDOUS WASTES,
8. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE PORTABLE TOILET
A MINIMUM OF ONE SIDE.
23. CONTAINERS MUST BE STORED AND STACKED IN ACCORDANCE WITH THE
MANUFACTURERS' DIRECTIONS.
APPLIANCES, FLUORESCENT LAMPS, PESTICIDES, ETC., MAY NOT BE DISPOSED OF IN
SOLID WASTE CONTAINERS. FOR ANY ITEM THAT IS CONSIDERED HAZARDOUS WASTE,
I F PORTABLE TOILET IS LOCATED ON SINGLE FAMILY HOME SITE, AND SILT FENCE IS
9. F
24. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE
MANUFACTURER'S RECOMMENDATIONS.
Ile
FOLLOW THE PROCEDURES SPECIFIED IN THE STORMWATER POLLUTION PREVENTION
INSTALLED AROUND THE PERIMETER OF THE PROJECT SITE, THE ADDITIONAL SILT
FENCE DIRECTLY ADJACENT TO THE TOILET IS NOT NECESSARY.
25. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL SPILLS OR
PLAN (SWPPP) "MATERIAL MANAGEMENT PRACTICES - HAZARDOUS PRODUCTS".
CONTAMINATED SURFACES ARE CLEANED UP IMMEDIATELY, USING DRY CLEAN UP
6. LIQUID WASTE WILL NOT BE DISPOSED OF IN DUMPSTERS AND/OR SOLID WASTE
PORTABLE TOILET CONTAINMENT AREA
MEASURES WHERE POSSIBLE, AND ELIMINATE THE SOURCE OF THE SPILL TO PREVENT A
CONTAINERS. FOLLOW MANUFACTURES', FEDERAL, STATE, AND LOCAL GUIDELINES TO
NOT TO SCALE
DISCHARGE OR A FURTHERANCE OF AN ONGOING DISCHARGE; THAT THE SURFACES
DISPOSE OF LIQUID WASTES PROPERLY.
ARE NOT CLEANED BY HOSING THE AREA DOWN.
J fw
7. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE SOLID WASTE
IF AGGREGATE CAPACITY OF PETROLEUM
0 LL -
COLLECTION AREA ON A MINIMUM OF ONE SIDE.
26. ABOVEGROUND STORAGE
CONTAINERS/TANKS/DRUMS STORED ON THE PROJECT SITE IS GREATER THAN 1,320
0
8. SOLID WASTE, CONSTRUCTION DEBRIS, AND TRASH COLLECTED IN THE DUMPSTER
AND/OR SOLID WASTE CONTAINERS WILL BE HAULED TO AN APPROPRIATE WASTE
GALLONS, THE PROJECT CONSTRUCTION MANAGER MUST PREPARE A SPILL
PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN.
Z x
DISPOSAL SITE.
27. TO CALCULATE THE TOTAL ABOVEGROUND STORAGE CAPACITY, THE PROJECT
MEMO 0
9. SCHEDULE REGULAR SOLID WASTE COLLECTION PICKUPS TO PREVENT THE
CONTAINERS FROM OVERFILLING.
CONSTRUCTION MANAGER CAN ADD TOGETHER THE STORAGE CAPACITY OF ALL OF
STORAGE CONTAINERS/TANKS/DRUMS AS WELL AS THE FUEL AND FLUID TANKS ON THE
10. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND
MOBILE AND OPERATIONAL EQUIPMENT. IN THIS CALCULATION, INCLUDE ONLY THOSE
0
SCHEDULE PICKUPS ON A MORE FREQUENT BASIS.
GOOD HOUSEKEEPING:
TANKS THAT HAVE MORE THAN 55 GALLONS OF STORAGE CAPACITY. THIS REQUIREMENT
11. SMALLER SOLID WASTE CONTAINERS WILL BE RAISED OFF THE GROUND WITH A PALLET
OR AN EQUIVALENT STRUCTURE.
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE
CONSTRUCTION PROJECT:
DOES NOT INCLUDE MOBILE REFUELERS.
28. IF THE AGGREGATE ABOVEGROUND STORAGE CAPACITY OF PETROLEUM PRODUCTS ON
U
12. THE PROJECT CONSTRUCTION MANAGER SHALL ENSURE THAT SILT FENCE IS INSTALLED
AT THE
THE PROJECT SITE IS GREATER THAN 1,320, THE PROJECT CONSTRUCTION MANAGER
MEMO LU
ON THE DOWNHILL SLOPE BELOW THE SOLID WASTE COLLECTION AREA TO CONTAIN
1. IDENTIFY ALL HAZARDOUS AND NONHAZARDOUS SUBSTANCES PRESENT
PROJECT SITE.
MUST FOLLOW ALL APPLICABLE FEDERAL REGULATIONS GOVERNING SECONDARY
LEAKAGE AND/OR SPILLAGE.
2. THE PROJECT CONSTRUCTION MANAGER MUST COMPILE A LIST OF ALL CHEMICALS
CONTAINMENT.
07
13. THE PROJECT CONSTRUCTION MANAGER MUST ENSURE THAT DUMPSTERS AND/OR
PRESENT AT THE PROJECT SITE AND OBTAIN A MATERIAL SAFETY DATA SHEET (MSDS)
SOLID WASTE CONTAINERS HAVE SECURE, WATERTIGHT LIDS SO THEY CAN BE
FOR EACH ONE.
COVERED BEFORE/DURING PERIODS OF RAIN.
14. IF DUMPSTERS AND/OR SOLID WASTE CONTAINERS DO NOT HAVE SECURE, WATERTIGHT
3. WHEN POSSIBLE, ALL PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH
MANUFACTURE'S LABEL.
THE ORIGINAL
LIDS, THEY MUST BE KEPT IN A COVERED AREA.
AND/OR SOLID
4. IF IT IS NOT POSSIBLE TO KEEP THE PRODUCTS IN THEIR ORIGINAL CONTAINERS WITH
U.
15. INSPECT SOLID WASTE COLLECTION AREA AND CHECK DUMPSTERS
WASTE CONTAINERS FOR LEAKS, SPILLS AND EXTERNAL CORROSION AND STRUCTURAL
THE MANUFACTURE'S LABEL, THE NEW CONTAINER MUST BE LABELED WITH THE NAME
OF THE PRODUCT/CHEMICAL, THE UNIT NUMBER (WHEN APPLICABLE), EXPIRATION DATE
FAILURE WEEKLY AND IMMEDIATELY AFTER STORM EVENTS.
16. CLEAN UP LEAKS AND SPILLS IMMEDIATELY.
(WHEN APPLICABLE), HANDLING INSTRUCTIONS, AND HEALTH OR ENVIRONMENTAL
J
HAZARDS (WHEN APPLICABLE). IF THIS INFORMATION IS NOT AVAILABLE ON THE
MANUFACTURE'S ORIGINAL LABEL, CONSULT THE MSDS'S FOR THE RELEVANT
0
SOLID WASTE COLLECTION CONTAINMENT AREA
INFORMATION.
NOT TO SCALE
5. THE PROJECT CONSTRUCTION MANAGER WILL MAKE SPECIAL NOTE ON THE INVENTORY
LL
OF THE HAZARDOUS CHEMICALS ON THE PROJECT SITE THAT REQUIRE SPECIAL
HANDLING, 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
WATERTIGHT CONTAINERS, STORED
op
EVENTS WILL BE STORED IN THEIR APPROPRIATE
@►T'��
ON A SPILL PALLET UNDER A CANOPY, TARPAULIN, SHRINK WRAPPED OR OTHERWISE
PRECLUDED FROM DIRECT EXPOSURE OF PRECIPITATION.
AREAS MUST BE RESTRICTED TO PREVENT VANDALISM.
0�
Q Gi
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�'�� NUMBER
9. ACCESS TO STORAGE
10. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE
CONTAINER.
e • �`
l E- 4 4L
8053
11. EMPTY CONTAINERS THAT MAY CONTAIN CHEMICAL RESIDUES SHALL BE DISPOSED OF IN
JU'
ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
Christopher C. Mulligan
12. CHEMICAL OR PETROLEUM PRODUCTS WILL NOT BE MIXED WITH ONE ANOTHER UNLESS
Lic. No. q-
RECOMMENDED BY THE MANUFACTURER.
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13. THE PROJECT CONSTRUCTION MANAGER WILL INSPECT THE INVENTORY DAILY TO
FSSI
ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON THE PROJECT SITE.
ON AL
14. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE 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.
SHEET
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