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DEPART ENT
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INDEX OF DRAWINGS
SHEET NO.
I
2
3
4
5
6
7
8
9
TITLE
COVER SHEET
LOCATION AND SITE MAP
GENER.AL PLAN AND BORING LOCATIONS
'
LOGS OF BORINGS
SITE. GRADINµ AND EROSION CONTROL PLAN
. I
FINAL GRADING PLAN
CARBON FIL TiER SYSTEM
MISC. DETAll.JS
CROSS SECTIONS
--_:...-•---·-----'-~ ' : -, rt • t-,.'. -·
,, ~ ----·>,::: -~, ,--·z. .
I
QUAM
•
RREN UNTY
•
~-~~--77~· :•-~;,:;.i'r r.r_r :~,~'-'I;;:-.,~ '-' r: Ti? 0 ~:~ .. -, ~ ~--~·~ -~--• -~ ~:-:_: _. :.!~)~r:;).!it ~-~ ~ :_~--
.
Burley B. Mitchell,Jr.
Secretary
ITEM= 1111-1990
CODE=l4900
,'
. ,---·. ··,_ .; '-. :~ ..
SAF
AS BUil T PLANS
Sverdrup
Sverdrup & Parcel
ENGINEERS-ARCHITECTS -CONSTRUCTION MANAGERS
GREENSBORO, N. C.
J ~ 8. ,(7~
. ·--....
I ,
..
6"
U>
1
10'
5 MIN.
FIELD SEAM OF TOP
8 BOTTOM LINER
l'-6" MIN.
,
LOWER CLAY LINER
LINER
~
ct LANDFILL
SEE FINAL GRADING
PLAN FOR SLOPE
-...
~ PCB CONTAMINATED SOIL~-{
2.0% SLOPE ,,,
0 =
in 1 0 (ll -_, -LO
TOP OF SUBGRADE
TYPICAL SECTION THRU LANDFILL I ED
z
= 1 0 0 -' ' ..... ---.. ,..
UPPER LEA CHA TE
COLLECTION SYSTEM
LEACHATE COLLECTION
SUMPS---"-
b
' -C\J
30 MIL PVC
BOTTOM LINER
0
-
FILTER
FABRIC
3
10 MIL PVC
TOP LINER
~-SEAM TOP LINER
TO BOTTOM LINF.R
.....__ ct OF LEACHATE REMOVAL PIPES
(LOCATED IN N.E. CORNER)-SEE DETAIL BELOW
LOWER LEACHATE
COLLECTION SYSTE;M
LEGEND
I• v v .. ~1 TOPSOIL
tZ·ZZ/21 CLAY
('-·-·-···········'···;•····;·> SAND FOR LEACHATE COLLECTION SYSTEMS
i 'I I ''
' I'
'i
TEMPORARY ANCHOR TRENCH DETAIL
HEIGHT OF LINER BOOT TO BE----~
DETERMINED BY MANUFACTURER-;
MONITORING WELL
I
2
3
4
NOTE:
I'-
0) 0 0 C\I (!)
~ CD
{USED DURING CONSTRUCTION) SECURE WITH STAINLESS STEEL . .
6 S I S ~ Fl LL FOR BRIDGING AND LINER PROTECTION AND PIT CLOSE~OUt; ·, CLAMP ..
•
"
EACH DIRECTION
STEEL CAP
.----HINGED S
LOCKABL
~--._.....1,---F-:t--P. V.C. CAP
8" STEEL PIPE = ~f8~-L60NG CONC SLAB {2500 PSI MIN)
SCHEDULE 40 •• GROUT • 1
PVC PIPE • • •
GROUT . ' .. ..
' . BENTON I TE ' ' MONITORING WELL DETAIL SEAL
BOTTOM ELEV. TOP ELEV. I' I I I' I
342 290 1' I: 1: I z •.
,1 I I I I t:i 328 281 1'1\1 D:
322 281 II I I I I u Cf>
320 281 u
II I I I I I > Cl..
I I I I I b I I I TOP OF WELL SCREENS TO ij~ 11 I I I 1 0 SET AT ELEV. 303 {except well l') I I 1 C\J
GRAVEL FILL
P.VC. PLUG
1 .. ... 1
= 8" N MIN. z
:::;;;
•
21-0" MIN. TYP.
I'-0"MIN.SEAL
LINER
~-STAINLESS STEEL SCREEN
oz
I -• 2:
IO
,-..,.. t'~!~:.--t----...-6" CONC. SLABS { 2500 PSI)
1---,-,,__,__-.,...-rl WITH +-4@ 6" E.W. OR 6 x 6 x 4/4 W.W.F.
NOTES
I. PLACE IN HIGH POINT OF LANDFILL,
GRAVEL
' .i
11,
111
,1,
' ) :
,-l •
I
' ' I
2. PROVIDE 12-I" DIA. HOLES IN BOTTOM 5 FEET. 2"0 SCHEDULE 40 CS PIPE WELD TO PLATE
AND CAST IN CONCRETE SLAB. FILL WITH
CONCRETE AND PAINT WttlTE. LOCAT;: AT
ALL\ FOUR ~NERS OF UPPER SLAB. 4" SCHEDULE 40 PVC
= x 0 <(
;;, :E
PIPE_... . -~
GAS VENT DETAIL
•
STAINLESS
(2 PER ROW Ill 12 11 CENTERS
•
l'-O" MIN. SEAL•--. LINER•\
6"SCHEDULE 40 PVC PIP,E
SAND
STEEL SCREEN
FILTER.,
FABRIC
\
GRAVEL N.C. DOT
ST AND ARD SIZE #78 M r------t"~~.__T""..r:;~~--::::,r:_i_-T
. . --:
OVER EXCAVATE . 6" ~ I
ANO RECOMPACT WITH CLAY • :
USED FOR LINER · · j
I _____ --------
b
FINAL GROUND LEVEL
PVC CAP WITH --~
RETAINER CHAIN
HEIGHT OF LINER BOOT To•
BE DETERMINED BY MANU-
FACTURER-SECURE WITH
STAINLESS STEEL CLAMP
b
' io
2'-0" 6'x6"x3a'le.
MIN . "
LEACHATE COLLECTION SUMP AND PIPE DETAIL
( 2 REQUIRED)
• REQUIRED FOR UPPER LEACHATE COLLECTION SYSTEM ONLY I.
I
'
1· l ,,
"
,--,-----r-------------,--,---,--...... -,. .~ ,,' .,
< "l' '!" 1:. -~ -
2 AS BUILT DRAWINGS OHBF.
NO. DATE REVISION fl.Y CH.
SUBMITTED: APPftOVED: !
j
DESIGNED: RSt
DRAWN: JLW ,,QEL DATE:
(\J
r<>
0 0
Cl
r--r<> al
=
•
'
HOLDING PONO
BOTTOM ELEV. 322'
PUMP 11 2 ,
(PORTABLE PUMP
TO BE STORED IN
PUMP HOUSE)
EXISTING
SAND FILTER
, MAN GATE
I
,, -
-
-
-
-
-
-
-
34 0 -
-
-
-
-
-
-
-
-
-
-
-
-
.1
UPPER LEACHATE COLLECTION
SYSTEM ACCESS PIPE
PUMP HOUSE-See Schematic Below
uJ
~
..J
Ul
ii"
..
•
I
' -
-
-
-
-
-
-340 -
-
-
-
---•
(Pump.I) .--------------------350 -------------------------.,
• •
I •354.6 EXISTING SPRINKLER •3546
!iO'-O"TYP. 10285 N GAS VENT CTYP.l 10041 N
~ I
!i 4 2 I
•
-
___ _LEXISTING DRAIN LINE ___ _
7'----t--.----~~p-~:QJ
I
I
•
FEMALE P.V.C.
ADAPTOR
RAINBIRO Oft. EQUAL FULL Ct.RCLE
3/4" PLf!STIC IMPAC;r SPRINKLER
MOpEL 46WH, 7/32' ORIFICE
98 0 CIRCLE, 7.58 G.P.M. It 30P.S.l.
l"X 3/4" REDUCER
SCH. 40 CARBON STEEL PIPE
CONCRETE PAO ( 1'-o"x l'-o"x 6")
= 0
EXISTING GROUND
NOTE: Contractor to use Extream
Caution not to puncture the
IOmil PVC liner.
SLOPE FOR DRAINAGE
SCH. 40 P.V.C. PIPE-SOCKET JOINTS
SPRINKLER DETAIL ( 111 = 411
)
EXISTING
CARBON FILTER
•
••
•
•
2" SCH. 40
PVC PIPE
2"SCH.40
I PVC PIPE
I
\
I V2" SCH.40
PVC PIPE
I V2" SCH.40
PVC PIPE
I I/Z"SCH.40
PVC PIPE
I 1/4" SCH. 40
PVC PIPE
I" SCH.40
PVC PIPE
350
I
I
I
I
I
I
I , -----
-
-
-
--
-
-
-
-
-
-
----------------------------·
~··-CHAIN LINK FENCE I
• • ·-------------
-
----------------340--------------------------------------'
PLAN VIEW C 111 = 301
)
,---------------7
I . I
: EXISTING FILTER ...+-1.J
I SYSTEM I
I I I
I
o I ~---------------J
•
·T
I
I
I
I
I
,,,-,_/ PUMPHOUSE
, ... .... ..........
Pl,!MP•I
2 P.\IC. PRIME VALVE
2" GATE VALVE
I •
J
I
I I
2" FLEXIBLE CONNECTORS
2" SCH.40 PVC
SCHEMATIC ·PIAGRAHM Cno scale>
LANDFILL
EXISTING UPPER LEACHATE
COLLECTION PIPE
2" FOOT VALVE& STAINER
2"SCH.80 PVC PIPE-THREADED CONNECTIONS
.fOR ALL JOINTS
/
•
.......___ DOUBLE SWING GATE
NOTE: FOR DATA ON PUMPS SEE SPECIFICATIONS
IN CHANGE ORDER •9
EP 19
AS-BUILT DRAWING OF CHANGE ORDER•9
•
I
NO. DATE REVISION BY CH. APPROVED
DEAl!.RTMENT OF CRIME CONTROL AND PUBLIC SAFETi
PCB WASTE DISPOSAL SITE
WARREN COUNTY, NORTH CAROLINA
LEACHATE PUMPING a
SPRAY IRRIGATION SYSTEM-
CHANGE ORDER NQ9
SVERDRUP & PARCEL
ENGINEERS-ARCHITECTS-CONSTRUCTION MANAGERS
GREENSBORO, N.C.
SUBMITTED: APPROVED:
•
SCALE NOTED TRACED:
• DES.IGNED:f:8.RJP.flf. CHECKEO: f: B.R. I-
DRAWN: O.H.B DATE: 4-8-83
,.,,
a, 0 -o N (!) r----aJ
•
350 ---r------------------------------------:---------------,---,---------,----,----------7
330
320
310
300
RED, BROWN, MICACEOUS,
FINE, SANDY CLAY
A-7-5 (20}
BROWN, MICACEOUS,
CLAYEY SILT
A-5 (5}
BROWN, MICACEOUS,
SILTY SAND
A-4 ( 3)
IA
SAMPLING DISCONTINUED
305 ~,--137 2-5-79 ...
330
BROWN, HIGHLY MICACEOUS,
SANDY, CLAYEY SILT
A-7-6 (10)
3 0 =--------~~-RED, BROWN,MICACEOUS,
FINE,SANDY CLAY A-7-5(18}
BROWN, l'jllCACEOUS,SANDY
CLAYEY !ILT
A-7-5 (II)
304.7
SOFT WEATHERED ROCK · 30 I. 2 Lwl..111 38 302 lt,M;.W28
•
297 --45
0
RED, BROWN,MICACEOUS,
FINE, SANDY CLAY
A-7-6 (19}
•
BROWN, MICACEOUS,
CLAYEY, SANDY SILT
A-5 (6)
33
336 4 A 0
RED, BROWN, FINE, SANDY,
SILTY CLAY
SAMPLfNG DISCONTINUED
304 ,. 32 2-5-79
29 I .__..,45
290 -==\--------------------------------------------------------------------,
280
350
340
330
320 ---I--
310
300
290
280
5
,MICACEOUS, 333· 2
C AY WI H
:' : BROWN,MICACEOUS,SANDY
;··,SILT A-7-5 (8) . . .
5A
0 332. 7
RED BROWN FINE
SANDY, SIL TY CLAY
RED,BROWN, FINE,SANDY,
VERY CLAYEY SILT
SAMPLING DISCONTINUED ,,
301.2 'v 32 2-5-79 =
33 299. 7
288.2 45
,
6 335
0 •
RED BROWN MICACEOUS FINE
SANDY CLAY WITH QUARTZ
LENSES A-7-5 (ITJ
. _ . . BROWN, MICACEOUS,
[:/, SANDY SILT A-5-{5)
302
33
•
7
RED,BROWN, MICACEOUS,
FINE SANDY CLAY
A-7-5 (20)
BROWN, T;1N, FINE,
SANDY CLAY
A-4 (6)
BROWN FINE SANDY
SILT A-4 (4)
33
'
8
RED,BROWN, MICACEOUS,
FINE, SANDY CLAY
A-7-5 (17l •
BROWN,MICACEOUS,
SANDY SILT
A-5 (5)
38
'
LEGEND
TOP Eli' 330
WATER TABLE -2,
CLAY
SILT
SAND
_/= BORING NUMBER
3 0 .
';(% RED, BROWN, MICAEOUS
FINE,SANDY CLAY A-7-5 (18) = AASHO
DESIGNATIO
M-145
BROWN, MICAEOU S, SANDY
CLAYEY SILT A-7-5 Ill)= AAS HO
DESIGNATION
M-145
BOTTOM EL.= 302 lf.li1! 28= DEPTH OF BORING
•
NO. DATE IIEVIIIION BY CH.
DEPARTMENT OF CRIME CONTROL ANO PUBLIC SA
PCB WASTE DISPOSAL SITE ~
WARREN COUNTY-NORTH CAROLINA
LOGS OF BORINGS
TY
~•"""""r... "'~(y.. CAR011-...
i'o~ usiov 'l\ t-------:::-:::::=:-:-:=--:;--:::-=-:==--------f .,
I:,: '1" • : SVERDRUP & PARCEL ..
f SEAL i ENGINEERS-ARCHITECTS-CONSTRUCTION MANAGERI
M44 j. t::::==:::------G_R.;;.E.;..EN_,;;,_SSOT-:RO:=',::::N.::::C.::-'-------:c=---1
".t11111\":°" ~ ~ , ; BU911mEO, _APPIIOVEI);
~.JI • .· •-------1 . .............. --:-·, t-----~---_._--.------,=,:..;.,,,-1
,J ICAI.E: ---TRACED: SHEET NO. .; ~
:,
L...L_L_ ___________________________ --'---------
=0:C.EL -.JLW ,·4·, •' ~
D«rf•Q/7/81 ·,,'
---'----------------------------------,-_.._ ___ .._ __ ..... __ ..._ __ ......__,...., r
• I.