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FIGURES
A83Q0623
5000 0 5000 FEET SITE LOCATION MAP5000 ° 5°°° reET HUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP. ADAMS COUNTY. PENNSYLVANIAPREPARED FOR
WESTINGHOUSE ELECTRICREFERENCE: PITTSBURGH, PENNSYLVANIAU.S.G.S TOPOGRAPHIC MAPS OF GETTYSBURG. PA r W -*vr~X -n <-i i=> A TAND BIGLERV1LLE. PA, BOTH PHOTOREVISED IN I IC _-J Jr*lul zzo Associates, Inc.1973, SCALE: 1" = 2000'. • ^ ' C^ CONSULTANTS
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,yINFLATABLE PACKER (TYP) •
~5-FOOT TEST ZONE
PERFORATED STEEL PIPE •
PRESSUREGAUGE
PUMP
N.T.S.
FIGURE 2-5SCHEMATIC HYDRAULIC
PRESSURE TESTING IN ROCKHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP, ADAMS COUNTY. PENNSYLVANIAPREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates,.Inc.CONSULTANT^ R 3 0 U 0 0 I
oEXPLANATION
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100 200 300 MILESi i i
100 200 300 400 KILOMETERS
1. Wadesboro(N.C.-S.C.)2. Sanford (N.C.)3. Durham (N.C.)4. Davie County (N.C.)5. Dan River and
Danville (N.C.-Va.)6. Scottsburg (Va.)7. Basins north of
Scottsburg (Va.)8. Farmville (Va.)9. Richmond (Va.)10. Taylorsville (Va.)11. Scottsville (Va.)12. Barboursville (Va.)13. Culpeper(Va.-Md.)14. Gettysburg (Md.-Pa.)15. Newark (N.J.-Pa.-N.Y.)16. Pomperaug (Conn.)17. Hartford (Conn.-Mass.)18. Deerfield (Mass.)19. Fundy or Minas
(Nova Scotia-Canada)20. Chedabucto (Nova
Scotia-Canada)
FIGURE 3-1EXPOSED TRIASSIC-JURASSIC BASINS
IN EASTERN NORTH AMERICAHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP, ADAMS COUNTY, PENNSYLVANIAPREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
REFERENCE: DfVD Paul C- Rizzo Associates, Inc.FROELICH AND OLSEN (1985) KT^*- ' ••<_ coNSULT/«Ta O H H C O O
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Pre-Triassic ' '>^ _/V-' \ ' Note: Unit 2 uplifted thickness ofburied sill X between cone sheet Y
Syn-intrusion . and "stock" Z: Units 3,4, and 5I EARLY JURASSIC Pre-tilting uplifted thickness of "stock" Z
Pre-erosion ssill X
t Post-intrusionPOST JURASSIC-RECENT and extrusion
Pre-Triassic' *«> V /' '" Post-tilting and erosion
Ml MAP VIEW
FIGURE 3-2SCHEMATIC DIAGRAMS OF THE
NOTE: TECTONIC/GEOMORPHIC EVOLUTION OFIN THE GETTYSBURG BASIN, THE A TYPICAL TRIASSIC-JURASSIC BASINFAULTED MARGIN IS FOUND ON HUNTERSTOWN ROAD SITE RI/FSTHE NORTHWEST. STRABAN TOWNSHIP. ADAMS COUNTY. PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
REFEFRRONECL CH AND GOTTFRIED (1985) DT O Paul. C Rizzp Associates. Inc.
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MAGNETIC CONTOURS FIGURE 3-9AERO MAGNETIC MAP
MAGNETIC CONTOURS HUNTERSTOWN ROAD SITE RI/FSENCLOSING AREA OF STRABAN TOWNSHIP, ADAMS COUNTY, PENNSYLVANIA
MAGNETIC INTENS.TY PRERARED
°R WESTINGHOUSE ELECTRIC CORPORATIONORTHCLOSEDSLOWH|GH PITTSBURGH, PENNSYLVANIA
BROMERY, EJ, AL, 1961
DRAWN T.Jordan CHECKED BYBY 7-S-89 APPROVED BY
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FIELO GEOLOGIST: MJS
CHECKED BY: DMB
GROUND WATER LEVEL DEPTH
7.0' DATE/TIME
0700/12-21-8EDRILLING METHOD: WIREUNE IMPREGNATED BIT WITH
WATER FOR CIRCULATION
PROJECT NAME: WESTINGHOUSE-HUNTERSTOWN ROAD SITE
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APPENDIX B
MONITORING WELL INSTALLATION DETAILS
AR3G0736
rO
oo
ma: r)a z
Q
ELEV.
573.31
571.11
527.41
524.21
521.11
511.11509.11
DEPTH
0.0'
4-3.7'
46.9'
50.0'
60.0'62.0'
4" X 4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CONCRETEAPPROXIMATE EXISTINGGROUND SURFACE
GROUT/SLURRY(43.7')
BENTONiTE(3.2')
SAND(15.1)
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOJ
(N.T.S.)
NOTES;1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-1AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORA^!; PITTSBURGH, PENNSYLVANIA^!"
Paul C. Rizzo Associates, Inc.CONSULTANTS
AR300737
<CASING WITH LOCKING CAP
to "
00
O i
OC. 13Q Z
CEMB-T/BENTONITE-'-" '" ——- • VB" DIAMETER 'GROUT
155'°' "x/ /x 2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
m - V/A Y//\_,q /// '//,w
6" DIAMETER
(O
ELEV.
573.52
570.97
DEPTHCONCRETE
0.0'
544.97
415.97412.97
403.97
388.97387.97
26.0'
155.0'158.0'
167.0'
182.0'183.0'
BENTONITE (3.0')
SAND(25.0')
" SQUARE STEEL PROTECTIVE
APPROXIMATE EXISTINGGROUND SURFACE
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOT)
(N.T.S.)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.
MONITORING WELL HMW-1BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS
HR300738
5 /— 4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CD
ro
CO
o cc.
ELEV.
550.72
5u 548.15
_J§Q Z
UU i 528.15
S 525.15
523.1)
503.1.5.501.15_498.15
488.15
DEPTHCONCRETE
0.0'
20.0'
25.0'
45.0'_47.0'50.0'
60.0'
CEMENT/BENTONITE ' " —— —— 9 7/8" DIAMETERGROUT(20.0')
w6" DIAMETER
SAND(24.0-)
SENTONITE (3.0 )GRAVEL (10.0')
APPROXIMATE EXISTINGGROUND SURFACE
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
BENTONITE (3.0')
23'0> " • • / 2.0" I.D. SCHEDULE 40 Pl ..i if ^- WELL SCREEN (0.010" SL
(N.T.S.)NOTES:1. SEE FIGURE 2-5 FOR PLAN. LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.
MONITORING WELL HMW-2AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPOR/J||lPITTSBURGH, PENNSYLVANIA^!?
Paul C. Rizzo Aaaociates, Inc.CONSULTANTS
AR300739
CD^
CJrr«rc
z
a:Q
1ST1X
1mQUJ
oLJO
CL-3
0•**
T
*s>
0
CO2Ziv^5CDQm
APPRO
01ooto\
Z
o
j
ELEV.
552.23
549.33
539.33
40453399.33
387.33
372. 3_3_370.63
367.33
DEPTH
0.0'^
10.0'
144.8'150.0'
162.0'
V7_7.0'178.7' '
CEMENT/BENTOIGROUT(144.8')
BENTONITE (5.
SAND(28.7')
~l CAVED DRILL C182.0' f (3.3')
.
NOTES:
1. SEE FIGURE 2-5 FOLOCATION OF MONITC
2. STAINLESS STEEL CEINSTALLED AT THE TOF THE SCREENED 1
•v. ; •„; I • ' • - '"'
/•— 4"X4" SQUARE STEEL PROTECTIVE/ CASING WITH LOCKING. CAP
/ /—CONCRETE
y/v/
ITE y/,A%£
: 1
,\
— :*— -
GROUND SURFACE
///V///y/y ^^- — 9 7/8" DIAMETER
/// ^ — 2.0" I.D. SCHEDULE//-- ' 40 PVC RISER PIPE*y/ WITH FLUSH THREADED JOINTS//
///// / —— 6" DIAMETER
• */ .. — 2.0" I.D. SCHEDULE 40 PVC;.;.p ^ WELL SCREEN (0.010" SLOT)
JTTINGS XXX
(N.T.S.)
! PLAN'RING WELL^TRALIZERSDP AND BOTTOMTERVAL
MONITORING WELL HMW-2BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
f") ir) Paul C. Rizzo Associates, Inc.•"•J*** X CONSULTANTS
flR3QQ7Un
(D
CO
ZCD
01 3Q Z
»OI
u6" DIAMETER
CD
ELEV.
543.94
541.84
521.44
511.44510.84
DEPTH
0.0'
10.0'
4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CONCRETEAPPROXIMATE EXISTINGGROUND SURFACE
6 1/4" I.D. PVC CASING
CEMENT/BENTONITE ' " " ^ ~" °1AMETERGROUT(12.0') K1// /X1J —2.0" I.D. SCHEDULE
20.4'
30.4'31.0'
BENTONITE (3.0')
SAND(16.0')
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
2.0" I.D. SCHEDULE 40 PWELL SCREEN (0.010" SL
(N.T.S.)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-3AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWN SHIP, ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORA1PITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.
"WOT o 71* i——
00 f4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CO
00
3 CD52(£ =3
<v1>
m mQ-«LJ
0°U
5
t£
ELEV.
545.82
544.09
531.09_
398.09393.09
384.59
369.59_369.09
DEPTHCONCRETE
0.0'
13.0'
146.0'151.0'
159.5'
174.5'175.0'
BENTONITE (5.0')
SAND(24.0')
APPROXIMATE EXISTINGGROUND SURFACE
.D. PVC CASING
CEMENT/8ENTON.TE -' - - —— 9 7/8" DIAMETERGROUT(146.0') K1// //u — 2.0" I.D. SCHEDULE
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
(N.T.S.)
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOT)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-3BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.
cn _4" X 4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
COK)
00
» CO3201:3a z
r-.
2.0 I.D. SCHEDULE 40 PV01
ELEV.
563.63
561.57
544.57
541.57
536.57
526.57
DEPTHCONCRETE
0.0'
17.0'
20.0'
25.0'
35.0'
BENTONITE(3.0')
SAND(15.0)
••;••••.'••:(N.T.S.)
APPROXIMATE EXISTINGGROUND SURFACE
„ , , , , ^ 6" DIAMETER BORINGGROUT/SLURRY(17.0')
/ / A V / /2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
WELL SCREEN (0.010" SLO
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRAL1ZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-4AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAt.IS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORAPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSU ,W§ 007^3
4" X 4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CDro
I00
z 5 coa: aQ Z
m CDa flu
o;o
ELEV.CONCRETE
CEMENT/BENTONITEGROUT(65.0')
APPROXIMATE EXISTINGGROUND SURFACE
6" DIAMETER BORING
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
2.0" I.D. SCHEDULE 40 PVC488.67 74.0' fr-VV- ''$$: ^ WELL SCREEN (0.010" SLOT)
473.67472.6_7470.62
467.6.7_
462.67 __ __________________ __
(N.T.S.)NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-4BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Rml C. Rizzo Associates, Inc.CONSULTANTS „_.-,. ,———AR3Q07UU——
COr*-.
I"-.00
-Ob
<o
m
537.442a::
°Z „ x , „ „ „ . ,,„ ,_D< pvc CAS|NQ
ELEV.
539.99
522.44521.44
516.74
506.74506.44
DEPTH
4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CONCRETEAPPROXIMATE EXISTINGGROUND SURFACE
15.2'16.0'
30.7'31.0'
SAND(12.3')
CEMENT/BENTON.TE ——— '" ' —— 9 7/8" D.AMETERGROUT(15.2') YV/ /AA —2.0" I.D. SCHEDULE
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
BENTONITE (3.5')518'74 18-7' " — — / 2<0- LD_ SCHEDULE 40
WELL SCREEN (0.010" SL
(N.T.S.)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOM • 'OF THE SCREENED INTERVAL.
MONITORING WELL HMW-5AINSTALLATION DETAILS
; HUNTERSTOWN ROAD SITE RI/FSSTRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORAPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS
(N<
CASING WITH LOCKING CAPcD
00
g m52cc oQ Z
Q Q
4"X4" SQUARE STEEL PROTECTIVE
ELEV.
539.23
537.27
522.27
4-60.77_
456.77
451.27
436.2_7_435.27
DEPTHCONCRETE
0.0'
15.0'
76.5'80.5'
86.0'
101.01102.0'
CEMENT/BENTONITEGROUT(76.5')
(N.T.S.)
APPROXIMATE EXISTINGGROUND SURFACE
6 1/4" I.D. PVC CASING
9 7/8" DIAMETER
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOT)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.
MONITORING WELL HMW-5BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS
& ft 3 0 0 7 k 6 ~~
Iro< . /— 4"X4" SQUARE STEEL PROTECTIVE
CASING WITH LOCKING CAPCD
00 . • / / GROUND SURFACE
"a:. ui5 m52KDQ Z
m ~ — ^K5s: J
ELEV.
541.15
539.31
522.81
520.31
519.31
515.31
495.3
492.81
479.31
DEPTHCONCRETE
0.0'
16.5'19.0
20.0'
24.0'
44.0'4-5.0'46.5'
60.0'
CEMENT/BENTONITE "" " "J ^ 9 7/8' DIAMETERGROUT(16.5')
BENTONITE (3.51)
SAND(25.0')
BENTONITE (1.5")GRAVEL (13.5')
APPROXIMATE EXISTING
6 1/4" I.D. PVC CASING
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
2.0" I.D. SCHEDULE 40 PVC^WELL SCREEN (0.010" SLOTJ
(N.T.S.)NOTES: ' ..1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.
MONITORING WELL HMW-6AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORA!PITTSBURGH, PENNSYLVANIA
C. Rizzo Associates, Inc.
3 007147 ——
U, .,,;**•"
< /— 4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CD '
PO
oo
5 CD52K 3Q Z]
u
ELEV.
540.47
538.46
521.46_
367.46_
362.46
357.46
337.46.336.46
DEPTHCONCRETE
0.0'
APPROXIMATE EXISTINGGROUND SURFACE
.D. PVC CASING
CEMENT/BENTON.TE •"" ">' —— 7/8' DIAMETERGROUT(171.0')
17.0'
!7J.o'_176.0'
181.0'
201.0'202.0'
BENTONITE (5.0')
SAND(26.0')
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOT)
(N.T.S.)
NOTES:
1. SEE FIGURE 2-5 FOR PLANLOCATION OF MONITORING WELL
2. STAINLESS STEEL CENTRALIZERSINSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-6BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS
HR30071.8
m ,4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
co
OO
_ 542.123 CO5201
V" CEMENT/BENTON.TE W//I _—— 9 7/8" D!AMETERGROUT(15.0')
ELEV.
544.16
527.12525.12
522.62
516.62
_ma
501.62 40.5'
DEPTHCONCRETE
15.0'
17.0'
19.5'
25.5'
BENTONITE (4.5')
SAND(21.0')
APPROXIMATE EXISTINGGROUND SURFACE 4
2.Q" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOT
(N.T.S.)
NOTES:
1. SEE FIGURE 2-5 FOR PLANLOCATION OF MONITORING WELL
2. STAINLESS STEEL CENTRALIZERSINSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.
MONITORING WELL HMW-7AINSTALLATION DETAILS
: HUNTERSTOWN ROAD SITE RI/FSSTRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS,, R Q O 0 7 U 9
CO< /— 4"X4" SQUARE STEEL PROTECTIVE'
CASING WITH LOCKING CAPCD
00
•(X? LJ? COCCQZ
*
>^m
O
oo
Q
ELEV.
543-89 — / - _ _ / _ APPROXIMATE EXISTING
542.04
521.0_4_
320.54317.04
312.04
282.04281.04
DEPTHCONCRETE
221.5'225.0'
230.0' SAND(36.0')
:CD
260.0'261.0'
GROUND SURFACE
6 1/4" I.D. PVC CASING
CEMENT/BENTONITE "•" "» —— ' 7/8" DIAMETERGROUT(221.5')
BENTONITE (3.5')
(N.T.S.)
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOT)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-7BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Rml C. Rizzo Associates, Inc.CONSULTANTS
AK3UU/W
"i-jr.-ye - —41-t
r--2 /— 4"X4" SQUARE STEEL PROTECTIVE
CASING WITH LOCKING CAPCDro
oo
0. (O
ELEV.
554.52
± UJ 552.2852o; -Q Z
O~ On
CDQLU
O y 535.28o °? 534.28
530.28
527.28
517.28
DEPTHCONCRETE
25.0'
35.0'
Hi0'18.0'
BENTONITE (5.0')22.0'
SAND(13.0')
4APPROXIMATE EXISTINGGROUND SURFACE___n i i
%mmmmmm", / j mmem6 1/4" I.D. PVC CASING
CEMENT/BENTON.TE " ' '- -~ 9 7/8" DIAMETERGROUT(17.01) K1// /AX —2.0" I.D. SCHEDULE
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOTl
(N.T.S.)
NOTES: . . . . ; . :1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.
MONITORING WELL HMW-8AINSTALLATION DETAILSHUNTCRSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATEPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS
SR300751
tTT7-fetf
O.2 /— 4"X4" SQUARE STEEL PROTECTIVE
CASING WITH LOCKING CAPS ELEV. .
—————————— ' • CONCRETEAPPROXIMATE EXISTING
00 __ / / GROUND SURFACE"a:z uj> 0052K :D'Z V S S V A g 1//4>, LLX RVC CAS|NG
tf i F K-to. t
9 7/8" DIAMETERCEMENT/BENTONITE
GROUT(22.0') 2.0" I.D. SCHEDULE
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
£ y(/A Y/y\_R '// Y/.uI § H//I T//TJ /—— 6" DIAMETERo 9? 529.0_8
525.08
% 522.08 «.u .,.«.,.,. v—, . •/ 2.0" I.D. SCHEDULE 40 PVC03 !-'! l'-! , " WELL SCREEN (0-010" SLOT)517.08 ' ' ...... ^
(N.T.S.)
NOTES:
1. SEE FIGURE 2-5 FOR PLANLOCATION OF MONITORING WELL
2. STAINLESS STEEL CENTRALIZERSINSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-9AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.c o___
CD£ ELEV.roI
Is-00
u
LJ o:CLCL<
CO
Q
549.81
5u 547.68> CD52Q Z
377.68
362.68
DEPTH
170.0'
185.0'
4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CONCRETEAPPROXIMATE EXISTINGGROUND SURFACEn / /
0.0' ______________________ _______________.M ^ ^ " / J^mmmm1/4" I.D. PVC CASING
v , , , , ^ 9 7/8" DIAMETERCEMENT/BENTONITE Y// /AX '
GROUT(160.0) ri// , ,^ —2.0" I.D. SCHEDULE
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
BENTONITE (5.0') _ _ , ^. 5mWLE 4Q pvcWELL SCREEN (0.010" SLO
SAND(20.0')
(N.T.S.)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-9BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORAT|PITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.CONSULTANTS
< /— 4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CDr-. ELEV.rOL 539.33_00
O iCD
<
537.32
&• ':
°^ 6 1/4" I.D. PVC CASINGws
\YA \/A\CEMENT/BENTON.TE "" "' —— 9 7/8" DIAMETER
GROUT(10.0')
UJ
o ce 527.32y CL —2? 525.32
522.32
507.32 30.0'
DEPTHCONCRETE
0.0'
,10.0'12.0'
15.0'
BENTONITE (3.01)
SAND(17.0')
APPROXIMATE EXISTINGGROUND SURFACE
2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
m 524.32<o |.-.| i.-v ^ WELL SCREEN (0.010" SLOT)
13'°' ^ ^ / 2.0" I.D. SCHEDULE 40 PVC
(N.T.S.)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-10AINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP,ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORATIONPITTSBURGH, PENNSYLVANIA
Paul C. Rizzo Associates, Inc.
CN .4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP
CDr^ ELEV.r
IIs-00
UJ^a
&Q
539.51
luj 537.37> CD52Q Z
CC.
% 522.37
402.3_7_398.37
395.37
375.37 162.0'
DEPTHCONCRETE
/ G R O U N D SURFACE
O.o'
15.0'1_35.0'_139.0'
142.0'
BENTONITE (4.0')
SAND(23.0')
APPROXIMATE EXISTING 4v , , s / __, 9 7/8" DIAMETER
CEMENT/BENTONITE K// '' ^ 'GROUT(135.0') VK// // — 2.0" I.D; SCHEDULE
40 PVC RISER PIPEWITH FLUSH THREADED JOINTS
6" DIAMETER
WELL SCREEN (0.010" SLOT""•
(N.T.S.)
NOTES:1. SEE FIGURE 2-5 FOR PLAN
LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRALIZERS
INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL
MONITORING WELL HMW-10BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS
STRABAN TOWNSHIP.ADAMS COUNTY.PENNSYLVANIA
PREPARED FOR
WESTINGHOUSE ELECTRIC CORPORAT| ||PITTSBURGH, PENNSYLVANIA ^W
Paul C. Rizzo Associates, Inc. ICONSULTANTS
A R 300755