NCD986187094_20030915_Reasor Chemical Company_FRBCERCLA RD_Remedial Construction Plan-OCR

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U.S. EPA REGION 4
61 FORSYTH,.,STREET
ATLANTA, GEORGIA 30303
CONTRACT NO. 68,.W7-0026
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DRAWING LIST
COVER SHEET
EXISTING CONDITIONS SITE MAP
SITE REMEDiATION PLAN
EROS ION AND SEDIMENT CONTROL PLAN
SOIL/SEDIMENT EXCAVATION DETAILS
OEWA TERING DETAILS
EROSION CONTROL DETAILS ,J
REGIONAL MAP
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LEGEND
□
(17.3)
SOIL LOCATIONS EXCEEDING
CLEANUP GOAL
SEDIMENT AND SURFACE WATER
LOCATIONS EXCEEDING CLEANUP GOAL
MONITOR WELL LOCATION
PRODUCTION WELL LOCATION
GROUND SURFACE ELEVATION, MSL
UTILITY [AS[MENT --------
-
PW-3 "'--PLANT WATER
SUPPLY WELLS
PIPE SHOP ,----SCRAP COPPER
RR RECOVERY
RC-SS-C0MP1
~R.A,cks FORMER ROSIN
--/-------J WAREHOUSE
1---/~+--f---p;--,tr--t--;:±l~:::r=t=:t-
TRAIN CAR
SCALES
FORMER
LABORATORY~□ j
//,:;/ RC-SS-C0MP2 NORTH TANk
CRADLE ARtA
------
NOTES:
1. SITE FEATURES ARE SHOWN FOR INFORMATION PURPOSES.
MOST HA VE BEEN DESTROYED AND ONLY REMNANTS REMAIN.
GROUNDWATER MONITORING WELLS AND PRODUCTION WELLS
STILL EXIST.
2. THE SURFACE TOPOGRAPHY OF THE SITE IS GENERALLY FLAT
WITH A LOW AREA IN THE SOUTHEAST CORNER. NO CONTOUR
MAP EXISTS; HOWEVER, GROUND SURFACE ELEVATION AT
MONITOR WELLS HAVE BEEN SURVEYED AS SHOWN.
---------
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MW-6S ------* MW-6D (22.4) -
TRANSFORMER
BANK
-----/ / /
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0--CONC. PLATFORM
ON PILINGS
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DRUM DISP{SALRQAD. (
AREi \
POND #1
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SOUTH TANK
CRADLE AREA
EXTRACTOR
RC-SW-01
RC-SS-C0MP3
RC-SS-03-~
D
½L) STILL
(19.2) h7 ::S: MW-3 ~---
POND #3 \1fs
MW-5
(19.2)$ SPENT WOOD
/CHIPS ~
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/ REMAINS OF ~
BOILER HOUSE(:)
MW-1
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7S I ! (21.8)
WORK TANKS /
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STEEL COLUMNS
CHIP BIN-~
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TEMPORARY /;
t-;;SH:;;T6--t]A~c~c:;::E~ssifiRtrotArr=D,-----1
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_ WEST ACCESS ROAD
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EDI I D
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,,---PERSONNEL AND EQUIPMENT
DECONTAMINATION AREA
~--SCRAP COPPER
RECOVERY
FORMER ROSIN
W REHOUSE
7S
NORTH TANK
CRADLE AREA
DRUM DISPOSAL
AREA
WORK TANKS
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SHT5
REMAINS oFA<::)
BOILER HOUSE V
POND EXCAVATION
MW-1
SETTLING POND
ROAD
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~~ TES:
1. A TOTAL OF 39 DRUMS OF INVESTIGATIVE DERIVED WASTE
(IDW) ARE STAGED AT THE SOUTHWEST CORNER OF THE SITE.
3 OF THE DRUMS CONTAIN PERSONAL PROTECTIVE EQUIPMENT
AND THE REMAINING 36 CONTAIN PURGE WATER FROM
MONITOR WELLS. THIS WATER IS TO BE CONSOLIDATED WITH
POND WATER OR PUMPED DIRECTLY INTO TRANSPORT TRUCKS
FOR OFF-SITE DISPOSAL WITH SURFACE WATER.
2. EXCAVATE SOIL CLEANUP AREAS AND POND SEDIMENT TO
DEPTHS SHOWN ON SHEET 5.
3. DRUM REMNANTS IN DRUM DISPOSAL AREA TO BE
CONSOLIDATED WITH IDW DRUMS FOR OFF-SITE DISPOSAL.
4. PROPOSED ACCESS ROADS ARE APPROXIMATE AND CAN BE
ADJUSTED IN THE FIELD TO PROVIDE THE MOST EFFECTIVE
ACCESS TO EXCAVATION AREAS.
LEGEND:
™M
p· __ -.. -1
EXISTING ACCESS ROADS
PROPOSED ACCESS ROADS
SURF ACE WA TIER DRAINAGE DITCHES
SOIL REMOVAL AREAS
SURFACE WATIER AND SEDIMENT REMOVE AREAS
BORROW SOURCE NOTES:
1. THE MOUND AREA SHOWN WITHIN THE BOUNDARIES OF THE
PROPOSED BORROW SOURCE AREA WILL BE THE SOURCE FOR
BACKFILL MATERIAL. THIS MOUND AREA IS ESTIMATED TO BE
150 FEET X 350 FEET WITH A MAXIMUM HEIGHT OF 5 FEET
ABOVE SURROUNDING GRADE ELEVATIONS AND CONTAIN THE
ESTIMATED 5,000 CUBIC YARDS OF BACKFILL MATERIAL
NEEDED FOR THE PROJECT.
2. THE ENTIRE MOUND AREA IS COVERED WITH 20 TO 30 YEARS
OLD PINE TREES AND WILL REQUIRE CLEARING AND GRUBBING
PRIOR TO EXCAVATION. IN ADDITION, 6 TO 12 INCHES OF
TOPSOIL MUST BE STRIPPED AND STOCKPILED FOR USE IN
FINAL SITE RESTORATION ACTIVITIES.
3. UPON COMPLETION OF BACKFILL, THE BORROW SOURCE AREA
MUST BE GRADED TO PROMOTE DRAINAGE AT A MINIMUM
SLOPE OF 0.01 FT./FT. IN THE EAST -SOUTHEASTERLY
DIRECTION OR TO THE NEAREST DRAINAGE FEATURE. AFTER
\ ~EAL GRADING, STOCKPILED TOPSOIL MUST BE SPREAD OVER
, \__ CLEARED AREAS AND RE-VEGETATED.
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CHIPS 4 SILT FENCE ----
REMAINS OFG(:)
BOILER HOUSE V
SHT7
SETTLING POND
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--------------
NOTES:
1. PRIOR TO CONSTRUCTION, A LAND DISTURBANCE PERMIT IS
REQUIRED. CONCEPTUAL PLANS FOR EROSION AND SEDIMENT
CONTROL ARE SHOWN ON THIS PLAN. THE CONTRACTOR
SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL
MEASURES IN ACCORDANCE WITH THE "NORTH CAROLINA
EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN
MANUAL".
2. A ROCK CONSTRUCTION ENTRANCE/EXIT SHALL BE
CONSTRUCTED FROM THE FRONT ACCESS GATE TO ROUTE 132
PAVEMENT. THE ENTRANCE/EXIT SHALL BE CONSTRUCTED WITH
AASHTO N0.1 STONE WITH WOVEN GEOTEXTILE FABRIC AS
NEEDED FOR STABILIZATION. SEE DETAIL 1 ON SHEET 7.
LEGEND:
--l~~s;~;~~;-~~;-~;1
□
SOIL LOCATIONS EXCEEDING
CLEANUP GOAL
SEDIMENT AND SURF ACE WATER
LOCA TlONS EXCEEDING CLEANUP GOAL
MONITOR WELL LOCATION
PRODUCTION WELL LOCATION
SILT FENCE
WOODEN AREA
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PROPOSED BORROW SOURCE LOCATION
APPROX. MOUND
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SUMP 8' -0"
~--40mil LLDPE
SUBMERSIBLE PUMP
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SUMP SECTION
SCALE: N.T.S.
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c SOIL SEDIMENT STAGING AREA
SHT5 SCALE: N. T.S.
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EARTHEN BERM 1 "' SECTION
(MIN. 1 FOOT HIGH) SHT5 SCALE: N.T.S.
NOTES:
1. CREATE SUMP AT ONE CORNER OF STAGING AREA TO COLLECT
WATER FROM STOCKPILE.
2. CREATE EARTHEN BERM MINIMUM 1 FOOT HIGH AROUND ENTIRE
STAGING AREA. RUN GEOTEXTILE AND LINER OVER EARTHEN
BERM AND ANCHOR WITH SOIL COVER.
3. COVER STOCKPILE AS NECESSARY WITH MIN. 10 mil PLASTIC TO
MINIMIZE RAINFALL INFIL lRATION.
-~
SOIL I SEDIMENT
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~ 40mil LLDPE 1' FOR PONDS NO. 1,3 &4 --~
5' FOR POND N0.2
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LINER
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GEO TEXTILE
-------------20'-0" -------------
SOIL EXCAVATION AREA NOTES:
1. AREA WILL BE LOCATED IN THE FIELD BY EPA PROJECT REPRESENTATIVE USING
HAND HELD GPS.
2. VOLUMES TO BE EXCAVATED: PIPE SHOP AREA = 20' x 40' x 1' (30 YD 3)
SCRAP COPPER AREA = 50' x 50' x 1' (93 W)
DRUM DISPOSAL AREA = 120' x 50' x 1' (222 YD3 )
3. UPON COMPLETION OF 1' EXCAVATION, SAMPLES WILL BE COLLECTED TO CONFIRM
CLEANUP TO REMEDIATION GOALS.
4. BACKFILL WITH CLEAN FILL MATERIAL AND COMPACT WITH VIBRATORY ROLLER AND
GRADE TO MATCH SURROUNDING LAND SURF ACE.
8
SHT5
A SOIL EXCAVATION TYP
SHT5 SCALE: N. T.S.
WATER ELEVATION VARIES
POND EXCAVATION TYP
SCALE: N.T.S.
POND EXCAVATION NOTES:
1. SEDIMENT EXCAVATION DEPTHS FOR PONDS 1, 3 AND 4 WILL
INITIALLY BE 1 FOOT. POND NO. 2 WILL BE EXCAVATED TO 5
FEET OR UNTIL GROUNDWATER IS ENCOUNTERED.
2. EXCAVATED SEDIMENT WILL BE lRANSPORTED TO THE
SOIL/SEDIMENT STAGING AREA FOR DEWATERING.
3. APPROXIMATE POND TOTAL DEPTHS:
POND f/1 = 7.5 FEET
POND f/2 = 7.5 FEET
POND f/3 = 5.5 FEET
POND fl4 = 8.0 FEET
4. BACKFILL WITH CLEAN FILL MATERIAL TO MATCH SURROUNDING
LAND SURFACE. PLACE BACKFILL IN THIN LIFTS AND COMPACT
WITH VIBRATORY ROLLER.
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NOTES:
1. INSTALL SPILL CONTAINMENT FOR TANK TRAILER DURING FILL
OPERATIONS. FABRICATE USING MINIMUM 30 mil THICK
REINFORCED PLASTIC SHEETING WITH EARTHEN BERMS TO
CREATE BERMS OR USE PREFABRICATED PORTABLE SPILL
CONTAINMENT BERMS AS MANUFACTURED BY INTERSTATE
PRODUCTS, INC, OR BASIC CONCEPTS, INC. OR EQUAL.
o SPILL CONTAINMENT PAD
SHT6 SCALE: N. T. S.
40mil LINER
SEE NOTE 1 --,
_j_
, 1 Ill I 1il1Usnl f 111'1111C111u.ai~lLD~=========~;;[J_£11.£cl~Ellt, Ill!
EARTHEN DAM
~ (MIN 1 FOOT)
1
SHT6
SECTION
SCALE: N. T. S.
802/SY NON-WOVEN
GEOTEXTILE
GODWIN ORI-PRIME
AU TOMA TIC PRIMING
CENTRIFUGAL PUMP ~
OR EQUIV.
1. PRIMING PUMP TO BE LOCATED ADJACENT TO EACH POND
DURING DE-WATERING. DISCHARGE HOSE LENGTH FROM PUMP
TO TANKER VARIES.
SUCTION HOSE
2. DISCHARGE HOSE SUPPORT STAND SHALL BE CONSTRUCTED OF
6" x 4" x 12' LONG POSTS, WITH CROSS BRACING OF 4" x 4"
BEAMS. ¾" THICK OSB PLYWOOD SHALL BE USED FOR BASE
OF STAND. SIZE OF BASE SHALL BE DETERMINED IN FIELD.
EXISTING POND
□□
SUBGRADE ST ABILI ZA TION
GEOTEXTILE (TC MIRIFI HP370
OR APPROVED EQUAL)
6" THICK GRAVEL ROADWAY
CRUSHED GRAVEL OR CRUSHER
RUN STONE
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TANKER
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50' MINIMUM
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PLAN VIEW
8" MINIMUM
FILTER CLOTH AS REQUIRED
SECTION A-A
1 ROCK CONSTRUCTION ENTRANCE EXIT DETAIL
SHT7 SCALE: N. T. S.
BALE TIE
1' TO
HAY BALE
3
SHT7
IRE TIES
FRONT VIEW
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"'SEAT HAY BALE
4" INTO GROUND
SIDE VIEW
HAY BALE
SCALE: N.T.S.
2 STAKES PER BALE
ELEVATION OF TOP OF
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NOTES:
1. PRIOR TO CONSTRUCTION, A LAND DISTURBANCE PERMIT IS
REQUIRED. CONCEPTUAL PLANS FOR EROSION AND SEDIMENT
CONTROL ARE SHOWN ON THIS PLAN. THE CONTRACTOR
SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL
MEASURES IN ACCORDANCE WITH THE "NORTH CAROLINA
SEDIMENTATION POLLUTION CONTROL ACT-.
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