NCD980602163_19810814_Roadside PCB Spill (Warren County PCB Landfill)_FRBCERCLA SPD_Crime Control and Public Safety Location and Site Maps-OCR

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WARREN COUNTY
SCALE: 111= 2 MILES:!:
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201-0" PERMANENT ROW-10'-o"
EACH SIDE OF SURVEY LINE
40'-o" TEMPORARY EASEMENT
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NORTHAMPTON
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1. PROPERTY AND RIGHT OF WAY SURVEY PREPARED
BY R. LOWELL HARRIS, R.L.S. RED OAK,
NORTH CAROLINA, OCTOBER, 1976.
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• 2. SITE SURVEY PREPARED BY SVERDRUP a PARCEL,
DECEMBER, 1980.
3. AREA SHOWN IS PART OF 142.3 ACRE TRACT.
4. WOODED AREAS ARE APPROXIMATE IN SIZE.
5. COORDINATE SYSTEM IS A LOCAL GRID
COORDINATE SYSTEM FOR THIS PROJECT
ONLY AND IS NOT TIED TO ANY OTHER
EXISTING COORDINATE SYSTEM.
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LAND F\ILL
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!,, / STATE OWNED 19.317 ACRES
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TEMPORARY USAGE 7.181 ACRES
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168/, 78'
SITE MAP
SCALE: I"= 100'
AS BUILT DRAWINGS DHB F.B
NO. DATE REVISION BY CH. APPROVED
.... ________ _
---
# I. P. 2
DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY
PC 8 WASTE DISPOSAL SITE
\\t,:1REN COUNTY-NORTH CAROLINA
LOCATION AND SITE MAP
SVERDRUP & PARCEL
ENGINEERS-ARCHITECTS-CONSTRUCTION MANAGERS
GREENSBORO, N.C.
SUBMITTED:
SCALE, SEE PLAN
DESIGNED, RWB
DRAWN CEL
TRACED:
CHECKED. J L W jr
DATE, 8 / 7 / 81
APPROVED: DATE:
SHEET NO.
-----
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BOTTOM
ELEV.= 322.0
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~lif-+--OUTLET PIPE
(SEALS L1EFT __,. . ._,.
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.;.,----TEMPORARY HOLDING POND-MINIMUM
2 12 ACRE FEET STORAGE. DAM TO BE
LEFT IN PLACE FOR STATE USE AT
END OF PROJECT
(120'X 120' AVERAGE SIZE)
------CONSTRUCT SMALL BERM TO DIVERT NATURAL DRAINAGE
FROM/ UNDISTIJRBtD AREA AROUND POND.
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GENERAL NOTES:
WIRE ·SHALL BE A MINIMUM OF 32 INCHES IN WIDTH ANO SHALL HAYE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. TOP AND BOTTOM
STRANDS SHALL BE 10 GAUGE MIN., INTERMEDIATE STRANDS SHALL BE
12-1/2 GAUGE MIN!ltllM.
BURLAP SHALL BE A MINIMUM OF 36" IN WIDTH ANO SHALL BE
FASTENED ADEQUATELY TO THE WIRE.
BURLAP SHALL WEIGH AT LEAST 6.7 OUNCES/ SQUARE YARD.
STEEL POSTS SHALL BE 5'-0" lN HEIGHT AND BE QF fH£ SELF-FASTENE.R
ANGEL STEEL TYPE.
WOOD POST SHALL BE A MINIMUM OF 6' IN tlEIGHT AND 3" OR MORE IN
DIAMETER. WIRE FABRIC SHALL BE FASTENED TO'WOOO!N POST WITH
NOT LESS THAN #9 WIRE STAPES 1-1/2 INCHES LONG.
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_{ _ __:·~:,,-J:~--0; ___ -o------'~~~~~~~L~:~::~,=.;,~~::~~~,~~,~ i ' 1 ', ---:~,,-,-1'\~CARBON FILTER SYSTEM
\, ', 'i ; , , • , , , , .-' ', .._t~~-,~~'~::-:,-:-;"",~~:;;~~:~~:" '' <:~=BY ,~"~RACTal :
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SPAC. AS REQ'D.
WIRE FENCE
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--.-'--CONSTRUCT SM~LL BERM TO DIVERT NATURAL
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TOE OF SILT MUST BE INSTALLED
IN TRENCH AND BACKFILL THOROUGHLY
TAMPED.
TEMPORARY SILT FENCE
12"CMP RISER PERFORATED 12' DIA. HOLES
WITH A MINIMUM SPACING OF 3" CENTERS.
PROVIDE TRASH GUARD,
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I' CLAY LINER MIN.
'---4'x4'xa· CONC. PAD
SECTION THRU DAM FOR
TEMPORARY HOLDING POND
LEGEND•
--o>---. SILT FENCE
NOTE•
2'x2'xs• CONCRETE (3 REQUIRED)
~-,611 PVC SCHEDULE 40 PIPE
.,,.---P.V.C. CAP
RAVEL FOR EROSION CONIJlllOL
REM-OVE REQUIRED SILT FENCE SECTIONS DURING PERIODS OF.
HAULING. FENCE MUST BE RE-ERECTED AFTER
EACH DAYS OPERATION. (BY CONTRACTOR)
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RE1Ml()N
SITE GRADING
ANO
EROSIO.N C,ONTROL; PLA.N·
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FENCES AROUND
MONITORING WELL (TYPI L)
MANGATE:--"'I !Iii
WITH LOCK ~-~
10'0''
NOTES:
I) FOR SPRAY IRRIGATION SYSTEM SEE SHEET 80.
2) PUMP SHED AND CARBON FILTER TO REMAIN IN PLACE.
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I 12·1 ·82 AS BUI T DR
NO. DATE REVISION
SVERDRUP&
ENGINEERS-ARCHITECTS .
GREENS
SUBMITTED:
TRACED:
OEStGNED: RS I CtlECIIED: FSR
DRAWN: JLW1r DATE: 8•12•81
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IN EACH TANK OVERLAY ALL PERFORATED OUTLET PIPES WITH -+-----""'
19" MESH GALVANIZED SCREEN
INLET AND OUTLET PIPES -CAP ALL ENDS -----~
PIPES TO BE PERFORATED AS NOTED AND SHOWN BELOW·
INLET PIPES FOR -
SAND FILTER: 2 ROWS OF I" DIA. HOLES EQUALLY SPACED
IN PIPE, 16 HO LES PER ROW, 32 HOLES TOTAL
CARBON FILTER: 2 ROWS OFI" DIA. HOLES EQUALLY SPACED
IN PIPE,I4HOLES PER ROW,28HOLES TOTAL,8,
I· I "DIA HOLE PER PIPE SECTION FOR DRAINAGE.
I ' ~ VERTICAL q_
45•
~-~-I" DIA. HOLES 4" o.c.,
BOTTOM OF PIPE
STANDARD REINFORCED CONCRETE SEPTIC TANKS
VOLUME
GALLONS
750
~-1500
INSIDE DIMENSIONS
•
71-611 x 31-611x5'-3 11
9'-611 xS1-811x 5'-91'
THICK NESS
SIDES 8 BOTTOM TOP
o'-s"
o'-s"
o'-411
-----~
o·-5"
REMOVE ALL INSIDE BAFFLES, ETC.
4" GLOBE VALVE
(FOR THROTTLING)-3 REQ'D.
4"1NLET PIP£ ~-GROUT OR CAULK TO SEAL, WATERTIGHT (TYeJ
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OUTLET PIPE 4" OUTLET PIPE ~--BOLTED FLANGE (TYP)
ID 0
a> 0
N (!I
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SCALE NONE
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~-3" SUPPLY LINE TO BE PVC SCHEDULE 40 OR
CS SCHEDULE 40. ROUTE ON TOP OF GROUND
PROPER SUPPORT TO BE PROVIDED
4"0UTLET PIPE
SAND FILTER
SAND§ICARBON FILTERS PLAN VIEW
TANK TOPS NOT SHOWN FOR CLARITY
SCALE ~= 1'-0"
CARBON FILTER
ADJUST VALVE TO LIMIT MAXIMUM --~
FLOW TO 125 GPM
FROM PUMP ,---ADJUST VALVE TO MAINTAIN APPROX.---~------.
0
N
0)
WATER SURFACE ELEV.
. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . •-............•..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·•··· ·.·.·.·.· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .·.·.·-·.·.·.·.·\·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .·.·.·. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...
~-GRAVEL N.C DOT STANDARD SIZE#78M 4"0UTLET PIPE
'----SAND-N.C. DOT STANDARD SIZE #2s
-ID
LEVEL AT MAXIMUM FLOW.
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WATER SURFACE ELEV.
• PLACE GRAVEL TO ANCHOR
4''1NLE~ PIPE FILTER FABRIC.
FILTER FAB IC
= 0
N
-I{)
' st
VERTICAL t.
4" SCHAO PIPE
I" DIA.HOLES,SEE NOTE FOR SPACING
INLET PIPE
SCALE•NONE
c=i:-----1•► 4"LINE TO HOLDING POND
LENGTH TO SUIT
~-GRAVEL N.C. DOT STANDARD s1zE#1at" OUTLET PIPE
SECTION A-A
SCALE ~•• t'· O"
...
~--ACTIVATED CARBON
12x40 MESH SIZE
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NOTE• CARBON FILTER SYSTEM LEFT IN PLACE
AT CLOSE OUT FOR STATE USE.
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2:1·82 AS BULT DRAWINGS
NO. DATE REVISION
DEPARTMENT~ CRIME CONTROL ANO PUBL
PCB WASTE .DISPOSAL SfTE
\tlMR£N COUNTY·NCJn'H CAROLINA
CARBON FIL TEF S'· .
. SVERDRUP & f
ENGINEERS-ARCHITECTS,-CON
GREENSll
SUBMIUED:
SCAI.E: NOTED TAACEO.
l)ESIGNEO: FO CHECKED: PBF .
DRAWN: CEL/JLW r DATE: 8-12-81 -----
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360
350
340
330
320
310
300
360
350
340
330
320
310
300
350
340
330
320
310
300
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300 250 200
--
300 250 200
--
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300 250 200
150 100
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150 100
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50
0 •
10163 N
0
10035 N
BO TOM OF E CAVATION
50 100 150
BOT OM OF EX AVATION
50 100 150
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150 100 50
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0
9925N
50
--
100 150
♦
200 250 ·300
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200 250 300
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340
330
320
310
300
300
350
340
330
320
310
300
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250
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200 150 100 50
200 150 100 50
0
10401 N
0
10320 N
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50 100 150 200
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BO TOM OF EXCAVATION
50 100 150 200
.
250 300
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PCB CONTAMINATED SOIL
- - - - - -EXISTING GROUND LINE
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NO. DATE AEVIIION a, CH.
DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY .
PCB WASTE DISPOSAL SITE
WARREN COUNTY-NORTH CAROLINA •
CROSS SECTIONS
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. VERDRUPI~
ENGINEEIIS•ARCHl1'JCT'$-CONj .
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/ 7/81
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