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5000 0 5000 FEET SITE LOCATION MAP5000 ° 5°°° reET HUNTERSTOWN ROAD SITE RI/FS

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PRESSURE TESTING IN ROCKHUNTERSTOWN ROAD SITE RI/FS

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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

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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


INSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL.

MONITORING WELL HMW-1BINSTALLATION DETAILSHUNTERSTOWN ROAD SITE RI/FS


PREPARED FOR



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')



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




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



PREPARED FOR


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


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.)





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')


.D. PVC CASING

CEMENT/8ENTON.TE -' - - —— 9 7/8" DIAMETERGROUT(146.0') K1// //u — 2.0" I.D. SCHEDULE


6" DIAMETER

(N.T.S.)







PREPARED FOR



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.)


„ , , , , ^ 6" DIAMETER BORINGGROUT/SLURRY(17.0')

/ / A V / /2.0" I.D. SCHEDULE40 PVC RISER PIPEWITH FLUSH THREADED JOINTS

WELL SCREEN (0.010" SLO


LOCATION OF MONITORING WELL2. STAINLESS STEEL CENTRAL1ZERS



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')


6" DIAMETER BORING


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





PREPARED FOR


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



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


6" DIAMETER

BENTONITE (3.5')518'74 18-7' " — — / 2<0- LD_ SCHEDULE 40

WELL SCREEN (0.010" SL

(N.T.S.)



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


(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.)



9 7/8" DIAMETER


6" DIAMETER







PREPARED FOR



& 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" DIAMETER

2.0" I.D. SCHEDULE 40 PVC^WELL SCREEN (0.010" SLOTJ

(N.T.S.)NOTES: ' ..1. SEE FIGURE 2-5 FOR PLAN





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'


.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')


6" DIAMETER


(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



PREPARED FOR



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:


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


CEMENT/BENTONITE "•" "» —— ' 7/8" DIAMETERGROUT(221.5')

BENTONITE (3.5')

(N.T.S.)


6" DIAMETER







PREPARED FOR


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


6" DIAMETER

2.0" I.D. SCHEDULE 40 PVCWELL SCREEN (0.010" SLOTl

(N.T.S.)

NOTES: . . . . ; . :1. SEE FIGURE 2-5 FOR PLAN



MONITORING WELL HMW-8AINSTALLATION DETAILSHUNTCRSTOWN ROAD SITE RI/FS


PREPARED FOR

WESTINGHOUSE ELECTRIC CORPORATEPITTSBURGH, PENNSYLVANIA


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


£ 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:


2. STAINLESS STEEL CENTRALIZERSINSTALLED AT THE TOP AND BOTTOMOF THE SCREENED INTERVAL



PREPARED FOR


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'


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


6" DIAMETER

BENTONITE (5.0') _ _ , ^. 5mWLE 4Q pvcWELL SCREEN (0.010" SLO

SAND(20.0')

(N.T.S.)






PREPARED FOR

WESTINGHOUSE ELECTRIC CORPORAT|PITTSBURGH, PENNSYLVANIA


< /— 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')



6" DIAMETER

m 524.32<o |.-.| i.-v ^ WELL SCREEN (0.010" SLOT)

13'°' ^ ^ / 2.0" I.D. SCHEDULE 40 PVC

(N.T.S.)





STRABAN TOWNSHIP,ADAMS COUNTY.PENNSYLVANIA

PREPARED FOR



CN .4"X4" SQUARE STEEL PROTECTIVECASING WITH LOCKING CAP

CDr^ ELEV.r

IIs-00

UJâ

&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


6" DIAMETER

WELL SCREEN (0.010" SLOT""•

(N.T.S.)






PREPARED FOR

WESTINGHOUSE ELECTRIC CORPORAT| ||PITTSBURGH, PENNSYLVANIA ^W

Paul C. Rizzo Associates, Inc. ICONSULTANTS

A R 300755

Documents

FIGURES - Records CollectionsE li!l«f ESaaslo* »Ss ro co CD CD cn-c-co IIII I III II II. II II I IIII I III I I = 1 i IiIi I i Ii g 1 I i H S I 1 1 111 1 e I 1 1 I 11 " S I * j 1