NCD980602163_19830408_Roadside PCB Spill (Warren County PCB Landfill)_FRBCERCLA SPD_Crime Control and Public Safety Drawings-OCR

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NORTH CAROLINA I I
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1 .DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY
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P, C B WASTE DISPOSAL SITE
WARREN COUNTY
INDEX OF DRAWINGS
SHEET NO.
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2
3
4
5
6
7
8
9
TITLE
COVER SHEET
LOCATION AND SITE MAP
GENERAL PLAN At-0 BORING LOCATIONS
LOGS OF BORINGS
SITE GRADING AND EROSION CONTROL PLAN
FINAL GRADING PLAN
CARBON FILTER SYSTEM
MISC. DETAILS
CROSS SECTIONS
----------------------------
Burley B. Mltchell,Jr.
Secretary
ITEM= 1111-1990
CODE=l4900
Sverdrup
Sverdrup & Parcel
AS BUil T PLANS
ENGINEERS-ARCHITECTS-CONSTRUCTION MANAGERS
GREENSBORO. N. C.
,
•
•
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' • ............. • N
WARREN COUNTY
SCALE. I • 2 MILES•
•
20'-rf PfNMNEHT R<Nt·KJ-(1'
E.tCH S10E OF :wRVEY UN£
«i·d' TEMPORM'f E:ASDENT
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NOTES
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l PROPERTY AND RIGHT OiF MY SURV£Y PREPII.MD
BY fl_ LOWELL MARR!!, A.LS. "ED OllC •
NORTH CAROLINA, OCTOBER, 1976.
I S1n: SURVl::Y PREPARED rr SVE~UP a PllRCEL,
DECEM8EA, 1980.
3. AREA SHOWN IS PART OF 142.3 ACRE TRACT.
4. WOODED AREAS ARE APPRO>OMATE IN SIZE.
5. COORDINATE SYSTEM IS A LOCAL Gfl!D
COORDINATE SYSTEM fOlt THf'S PROJECT
ONLY ANO IS NOT Tl ED TO ANY OTHER
Dt9TIINI COORDINATE IYSTIEIII.
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OWNED 19.317 ACflES
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10000
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SITE MAP
,CAL.£; 1·-100'
AS l!IUIL T DRAWINGS
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DEPAR7MENT OF CRIME CONTROL ANO PUBLIC SAFETY
PCB WASTE DISPOSAL SITE
'4'.L.~N COUNTY-N<J'lTH CAPOUNA
LOCATION AND SITE MAP
SVERDRUP I PARCEL
ENGINEEfll-AACHITECTS-CONSTRUCTION MANAOEfll
GREENSBORO. N.C.
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0 IOIIINO LOCATIONS
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. I. IOll• UICATUIIS AM: Affl!IDIIMT[
• I. TIE OIMEI NM NAO A 5UISUltf.-CE l!ff['STIU.TJOII' MIE If'
TIIE SITE. LOGS Of THE IORIIIGS AA£ 111:t.UMD HI Tit£
PAAIIIIIGS FOR TH[ (Off'j'[l,U[NC[ OF TIIE IIDOfRS. TIHS
IIIFOIIJ¥.TIOW IS lfl1Cl.UD£D FOi: llff'ORl'IIITICll 1Jlll'f, MITlD
TIIE <M£1 IIOJI TlfE [IIGJN££11 ASS\Jll£S Alff llt:SPONSIBILln
FOR THE ACCUMCT Of THE DATA Pll'ES[NTED. IT IS Tll[ ;
Oftl.lGATTOII Of Tl!£ COll'TUCTtlR TO MK£ HTS CMII O[Tn,. ' NIMTIC. OF TM( COIIDITICIIS Tl a: DIXIUITHED.
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PCB WASTE DISPOSAL SITE
91RREN COUNTY· NClfflt CNIOLINA
GENERAL PLAN 8
/
BORING LOCATIONS
1-------=s'"'v"'e-=R-=o"'R""U"'P"l"P"'A"R"'C"E:;l----j~. -I
IIMOINIEM-ARCHITECTS-CONSTRUCTION M.uu.Gffll · GREENSBORO. N.C. --
n ~ ~ 1;111!-RSI /F'BR -cuo FBR
N g -JLWir / DllTII 8-12-81
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330
~ BROWN, MICACEOUS,
a...«rEY 51..T SMA..NG CISCONTNJED
A-5 (5'
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310
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~ SILTY SAIC) -¥-A-4 (3) ... 37 1-1-H
SOFT,.-:r•--..,..,_. 301.2
= 300.8 41.2
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310
300
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A-7·6 (IOI
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FINE,SANOY CLAY
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LEGEND + •TEI TAIILE-14 HR. ,
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; /• IORINCI NUMl£111
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MD, lttOWN, MICAEOUS
ftNE,SANDY CLAY lr-7-1 (1■, • AASHO
OESIGNATIO•
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lftOWN, MICA'IOUS,SANDY
CLAY ET IILT A•l•IUII • AAS HO
DESIGNATION
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0£PARTl€HT OF CRIME CONTROL AND P\IIIJC SAF£TY
PCB WlSTE DISPOSAL SrTE :, • •
IMflEN CXUffY-NOltltl CMOL•
LOGS OF BORINGS
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TAMPED.
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HAULING. FENCE MUST H RE·ElttCTID AFT[R
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FENCES A~ ~1tl'1 .. Ill 100 MANGAT£ WITH LOCK
1!12llf 111tAY IRRIGATION s::,rTIR TO JH:IIAlrl IN . , £1119£[9HEET8o. nACI
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N..E.T AND o.m.n N'ES • CAP ALL ENOS ------...
PIPES TO EE PERFUMTTI> AS NOTED AND 9HDWN IEUJW•
N.ET Pl'fS FOR •
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STANDMD AEINFOIICED CONCIIET£ IEPTIC TMIII
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750 r-1•a:,'-l"a5'•:,• d· t: r:J-~----~
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TEMPORARY ANQQ TRENCH DETAIL
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(UKD DUIIIN8 COttSTWUCTION)
SCHEDULE ,vc f"lf"l
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COLLECTION SYSTEM
2 01t sun •
_:rYPICAL SECTION THRU LANll'ILL ED
HEIGHT OF LINER BOOT TO BE ----~ DETERMNED BY MANtFACTURER-SEOJRE WITH S,-.INLESS STEEL
CL..MP..
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lf'SCHEDU...E 40 PVC PIP£ __ ~
GAS VENT DETAIL
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WITH ·4• t"I..W, 011 ••• 1414 W.WA
NOTES
I. PLACE IN HIGH POINT OF UNOFILL,
2.PROVQE 12-1" DIA. HOLES IN BOTTOM !5 R:ET.
12 PEIII ROW e 12" C£NT£111S
l'·O" MIN. SEAL•
LINER•
30 MIL PVC BOTTOM LNEII'
LOWER LEACHATE
COLLECTION SYSTf;M
PVC CAPWITK RETAINEII CHAlfl
HEIGHT OF LINER 800T ro• BE DETERMNEO 8'1 MANU--RICTURER· SE~ WITH
STAINLESS STEEL a.AMP
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TOP LINER
C, aF LEACHATE IIEMOYAL PIPES
(LOCATED IN N.E.CORNiEfO-Sf:EDETAIL BELOW
LEGEND
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SEAM TOP LINER TO IDTTOM LINF.Jt
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2"1 SOEDULE 40 CS PIPE WELD TO PLATE AND CAtf It CONCll£TE SUB. FILL WITH
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M..L POUR CCltNDS OF ~JI SLM.
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GRAVEL N.C. DOT STANDARD StZE..,8111
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LEACHATE COLLECTION SUMP AND PIPE DETAIL
I Z NtdtliiEDl
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UPPlft LUCHATI COI.J.ICTION SYlffll ACCUI ,1N
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CHlllN LI NIC P'(NCE ··--'---------- - - - - -------------1140--------------------------------------
PL AN VIEW 0"•30'1
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SCHEMAJIC .PIAGRAHM Ing IGAll1
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DOUIILE IWMMT£
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AS-BUILT DRAWING OF CHANGE ORDER•g
..-----•. -~--1
'' rr-r--r-------,--,--,------..,:
LEACHATE PUMPING a
SPRAY IRRIGATION SYSTEM-
CHANGE ORDER NQ9
IIYERDRUP RCEL
PNIINIIM-MCfffTECfS-OONITIIYCTION_.....,... .· IIMINPOfllO, N.C. -
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·oEPART
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N RTH CAR LINA
RI EC NTR LAND PUBLIC SAFETY
I SfATf
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•
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INDEX OF DRAWINGS
SHEET NO.
I
2
3
4
5
6
7
8
9
TITLE
COVER SHEET
LOCATION AND -SI TE MAP
GENERAL PLAN AND BORING LOCATIONS
LOGS OF BORINGS
SITE GRADING AND EROSION CONTROL PLAN
FINAL GRADING PLAN
CARBON FILTER SYSTEM
MISC. DETAILS
CROSS SECTIONS
•
Burley B. Mitchell,Jr.
Secretary
ITEM= 1111-1990
CODE=l4900
Sverdrup
Sverdrup & Parcel
AS BUil T PLANS
ENGINEERS -ARCHITECTS -CONSTRUCTION MANAGERS
GREENSBORO, N.C;
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I. PROPERTY AND RIGHT OF WAY SURVEY PREPARED
BY R. LOWELL HARRIS, R.L.S. RED OAK •
NORTH CAROLINA, OCTOBER, 1976.
....
' 2 SITE SURVEY PREPARED BY SVERDRUP Bi 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 SYSTEJM FOR THIS PROJECT
ONLY AND IS NOT TIED TO ANY OTHER
EXISTING COORDINATE SYSTEM.
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SITE MAP ------=--~'----
SCALE: I"= 100'
/
AS BUILT DRAWINGS DHB F.B.
REVISION BY CH APPROVED
# 1,P. 2
DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY
PCB WASTE DISPOSAL SITE
,\t,'.1REN COUNTY-NORTH CAROLINA
LOCATION AND SITE MAP
SVERDRUP & PARCEL
ENGINEERS-ARCHITECTS-CONSTRUCTION MANAGERS
GREENSBORO, N.C.
SUBMITTED: APPROVED; DATE:
SCALE SEE PL~.N TRACED; SHEET NO.
DESIGNED, RWB CHECKED· J L W jr 2
DRAWN CEL DATE. 8 / 7 / 8 I
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•
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0 BORING LOCATIONS
•
•
•
1.
. 2.
. .
BORING LOCATIONS ARE APPIIOXIMTE • ;
THE Olll'IER HAS HAD A SUBSURFACE llff£STUiATJOII MADE Of 1
THE S !TE. LOGS OF THE BOit INGS ARE INCLUll£D lfl TliE . i
DRAWINGS FOR THE CONYENIEIICE OF THE BIDOERS. THIS 1
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THE OWNER NOR THE ENGINEER ASS\JIIIES ANY RESPOIISIBILITY
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OBLIGATION OF THE COIITRAClbR TO MAKE HIS OWN DETE ...
IIINATIOfl OF TitE COIIDlTIIIIS TO BE EJICOUNTERm.
h
1---1---+-------------+-+-+--------':I·-··
NO. DATE fl at. ,., ...
DEPARTMENT OF CRIME CONTROL AND PUBLIC SAFETY
PCB WASTE DISPOSAL SITE
WARREN COUNTY-NMTH CAROLINA
.•
·· · •••'"cAir~ · ll. GENERAL PLAN a .,,IJi..~ :?,,;.~ '
'i<t-lUI \ t BORING LOCATIONS
SIAL \ .,. 1--------,,,,.,,,===~~==------1
SVERDRUP I PARCEL • 1 ENGIINEERS-ARCHITl:CTS-CON8TRUCTION MANAGERS
1
I. , GREENSBORO, N.C. l
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340
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0 342
RED, BROWN, MICACEOUS,
FINE, SANDY CLAY
A-7-5 (201
IA
917'•0
RED, BROWN,SANOY,
n ..,,n SIL TY CLAY
339.2
BROWN, MICACEOUS,
CLAYEY SILT SAMPLING DISCONTINUED
A-5 151
BROWN, MICACEOUS,
SILTY SANO
A-413) 3051-=e-137 2-5-79
SOFT WEATHERED ROCK ·
41.2
297 .___,45
301. 2
0
RED, BROWN,MICACEOUS,
FINE, SANDY CLAY
A-7-6 1201
3
BROWN, HIGHLY MICACEOUS,
SANDY, CLAYEY SILT
A-7-6 (101
I ;
38 -302
337.7
RED, BROWN,MICACEOUS,
FINE,SANDY CLAY A-7-51181
.,,.,.,.. BROWN, l',11CACEOUS,SANOY
CLAYEY !!LT
A-7-5 !Ill
304.7
28
•
4
0
RED, BROWN,MICACEOUS,
FINE,SANDY CLAY
A-7-6 1191
•
BROWN, MICACEOUS,
CLAYEY, SANDY SILT
A-5 (61
33
336 4 A 0
RED, BROWN, FINE,SANOY,
SILTY CLAY
RED, BROWN,FINE,SANOY,
VERY CLAYEY SILT
SAMPLING DISCONTINUED
\
304 • 32 2-5-79
_::::j_ ____________________________________________________ 22~9~1 =~45~ ____ ..:_ __ ----l
290 -
280
350
340
330
320
310
300
290
280
0
RED,BROWN,MICACEOUS, 333· 2
I
A-7-51141
BROWN, MICACEOUS,SANOY
SILT A-7-5 (81
TAN;MICACEOUS, SIL TY,
FINE SANO
A-4 ( 3)
301.2
5A
0 332. 7
RED BROWN FINE
SANDY, SIL TY CLAY
REO,BROWN,FINE,SANDY,
VERY CLAYEY SILT
SAMPLING DISCONTINUED ,,
32 2-5-79
299. 7
•
288:2..._--'45
,
6 0 •
RED BROWN MICACEOUS FINE
NOY CLAY WI H QUART
LENSES A-7-5 OT) •
BROWN, MICACEOUS,
SANDY SILT A-5-(51
TAN' MICACE<XJS, SIL TY,
FINE SANO
A-4-(3)
33
302
•
7 0
REO,BROWN, MICACEOUS,
FINE SANDY CLAY
A-7-5 (201
BROWN, TAN, FINE,
SANDY CLAY
A-4(61
BROWN FINE SANDY
SILT A-4(4)
33
•
I .
8
303.
REO,BROWN, MICACEOUS,
FINE, SANDY CLAY
A-7-5 1171 •
BROWN, MICACEOUS,
SANDY SILT
· A-5 151
..
•
LEGEND
TOP ELI' 330
V ,,. WATER TABLE -2 4 HR.
CLAY
SILT
SAND
/
_/" BORING NUMBER
3 0 \
RED,BROWN,MICAEOUS
FINE,SANOY CLAY A-7-5 (18) • AAS HO
DESIGNATION
M-I45
BROWN, MICAEOUS,SANDY
CLAYEY SILT A-7-5(11) • AAS HO
DESIGNATION
M-I45
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BOTTOM EL.• 302 ~.1c:1 28• DEPTH OF BORING
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NO. DUR .,. CK. .:wsnoo
DEPARTMENT OF CRIME CON1ROL AND~-C $AFEiY
· PCB WASTE DISPOSAL SITE _..., , ·
'11MREN OOUNTY-NORTH CMOLINA
LOGS OF BORINGS
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FENCES AROUND
MONITORING WELL (TYPI L)
MANGATE·-~ !Iii WITH LOCK ,,__ _ _._
101011
NOTES:
I) FOR SPRAY IRRIGATION SYSTEM SEE SHEET 8a.
2) PUMP SHED AND CARBON FILTER TO REMAIN IN PLACE.
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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, I6HOLES PER ROW, 32HOLES TOTAL
CARBON FILTER: 2 ROWS OF I" DIA. HOLES EQUALLY SPACED
IN PIPE,14 HOLES PER ROW, 28 HOLES TOTAL,8
I· I "DIA.HOLE PER PIPE SECTION FOR DRAINAGE.
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BOTTOM OF PIPE -
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STANDARD REINFORCED CONCRETE SEPTIC TANKS
VOLUME
GALLONS
750
.---1500
INSIDE DIMENSIONS
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71-611 x 3\ .. 611xS 1-311
91-6"1. 5'-e"x 5'-9"
THICKNESS
SIDES 8 BOTTOM TOP
o·-· 6 11
o· -811
o'-4' ------
d-5"
REMOVE ALL INSIDE BAFFLES, ETC.
4"GLOBE VALVE
(FOR THROTTLING)-3 REQ'O.
4"1NLET PIPE
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OUTLET PIPE
SCALE NONE
4"0UTLET PIPE '---BOLTED FLANGE (TYP)
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• 3"• 4" REDUCER
'----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 EIU:ER
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C~RBON FILTER
§ANpacARBON flITERs e1 AN VIEW
TANK TOPS NOT SHOWN FOR CLARITY
SCALE '2• 1'-o"
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ADJUST VALVE TO LIMIT MAXIMUM ------..
FLOW TO 125 GPM
FROM PUMP
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··············•'"•················································· .·.·.·. • • • • • • • • • • • •
.___ GRAVEL N.C. DOT STANDARD SIZE"'78M . 4"0UTLET PIPE
"--~-SAND·N.C. DOT STANDARD SIZE #25
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SCALE ti• (-o•
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12x40 MESH SIZE
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NOTE• CARBON FILTER SYSTEM LEFT IN PLACE
AT CLOSE OUT FOR STATE USE.
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STEEL CAP
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2.0% SLOPE
HEIGHT OF LINER BOOT TO BE------.
DETERMINED BY MANUFACTURER·
SECURE WITH STAINLESS STEEL
CLAMP. ..
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LINER
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COLLECTION SYSTEM
LEACHATE COLLECTION
SUMPS---"-
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COLLECTION SYSTE;M
(LOCATED IN N.E. CORNER)-SEE DETAIL BELOW
LEGEND
1, r "" , '"I TOPSOIL
CLAY
1P,.'{1,--·-··'-···-Si SAND FOR LEACHATE COLLECTION SYSTEMS
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8" STEEL PIPE 2.PROVIOE 12· 1• DIA. HOLES IN BOTTOM 5 FEET.
2"0 SCHEDULE 40 CS PIPE WELD TO PLATE
AND CAST IN CONCRETE SLAB. FILL WITH
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ALL FOUR CORNERS OF UPPER SLAB.
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SCH.40
2~8" LONG CONC. SLAB (2500 PSl MIN.)
GRQUT
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LEACHATE COLLECTIO.N SUMP AND
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BOTTOM ELEV. 322'
FEMALE P.'ILC.
ADAPTOR
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SAND FILTER '
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--.--
RAINBIRD OR-EQUAL FULL CIRCLE
3/4 ■ PL~STIC IMPAC,;t SPRINKLER
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98 e CIRCLE. 7;59 G.P.M. 9 301!S.L
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SCH.40 CARBON STEEL PIPE
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10 mil PVC liner.
SLCff FPB DRAINAGE •
SCH. 40 P.V.C. PIPE-SOCKET JOINTS
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CARBON FILTER
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UPPER LEACHATE COLLECTION
SYSTEM ACCESS PIPE
PUMP HOUSE-SN Schematic Below
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PVC PIPE
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PVC PIPE
I• SCH.40
PVC PIPE
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PLAN VIEW C 111 = 39')
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NOTI: FOR DATA ON PUMPS Ill IPECIFICATIONI
IN CHANGE ORDER •9
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SCHEMATIC ·PIAGRAHM <oo scale>
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EXISTING UPPER LEACHATE
COLLECTION PIPE
z•FOOT VALVE& STAINER
' 2•scH:80 PVC PIPE-THREADED CONNECTIONS
4'0R ALL JOINTS
•
· LEACHATE-PUMPING 8
SPRAY IRRIGATION SYSTEM-
CHANGE ORDER NQ9 ·
SVERDRUP & PARCEL . . . · ;.,;'• ·•
ENGINEER8-ARCHITECTS-CONSTIIUCTION MANAGER•,•,.•,; '
. GREENSBORO, N.C. . . , , . < • .. ' • ·: ~. ' .... ~ .,_mED! , .,,,iJICha.
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• ICALE,NOTED lJIACED:
• • OISIGNED, F. 8. R/P.~ CHECIIE9: F. IJt.
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