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CONSULTING ENGINEERS «od PLANNERS

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; HYDROGEOLOCSIC,

fNVE3flGATION

-KEYSTONE SANITARY,

"... r" LANDFILL 1

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i a, BUCHART-HORN

Consulting Engineers and Planners

. June 1S&5

lOQS I 2

INTRODUCTION

Thin Keystone Sanitation Company landfill is located in Union

Town 1=1 hip,, fltdama County, Pennsylvania. . An extensive geotechnical

investigation of the arc-!HI at the landfill as wall as adjacent to the

landfill or property owned by Keystone Sanitation Company has been

conducted over the past year. The investigation included an

ex: tens 1 ve geop hys i ca 1 / hydro geo 1 og 1 ca 1 su .r vey, on - si te m app i ng of

geologic structure,, pump testing of selected wells, an«ilysie of pump

test data,, and fracture trace analysis,. The purpose of this

investigation was to thoroughly define the geologic and

hydrogeologic environment in and adjacent to the Keyatone Landfill

in order to control the Limited Volatile Organic Compound (VOC)

contamination,, restrict such contamination to the landfill site, and

remediate the VOC contamination of the groundwater.,

AR I 006 II

GEOLOGY/GEOLOGIC STRUCTURE

The site is underlain by the Karburg Schist of the Winisahickon

Formation., At this locution,, the Marburg Schist is composed of

co in pi ex ly deform ed net amor ph i c ar g i 11 a ceous rocks r a ngi n g in

metsmorphic grade from phyllite to schist., Quartz veins are

abundant. Gently sloping hills and valleys make up the topography

which has been strongly influenced by the geologic structure,

The bedrock structure at the site is highly contorted with evidence

of several episodes of deformation present., It appears to have

strongly influenced! regional erosion, soil development, and both

s u b a i.i r f a c e a n d s u r f a c e h y d r o 1 o g y ,

The predominate structural feature is a slaty cleavage,. Bedrock

exposures have been mapped to provide structural orientation of

fracture and cleavage inf or nation., The cleavage is characterized by

a North SO degrees East strike and a dip of BO degrees South. This

correlates with similar orientation measurements taken at thin

landfill's Cell J excavation. Detailed mapping along roads,, streams

and in numerous test pit excavations indicates that the orientation

of the cleavage is very consist ant throughout the area.. (Sem

Appendix G)

I 0 0 6 I If

F R A C T U R E S A N D C L E A V A G E

Investigation of geologic structure at the site included field

mapping of joints and fracture trace analysis. The majority of the

fracturing occured after the slaty cleavage was developed as

evidenced by filled fractures which intersect the slaty cleavage,.

The excavation of Cell J at the landfill showed iron and manganese

stains on the open joint and cleavage planes. Many of the joints

were filled with quartz or clay. The bedrock exhibits only

s e c o n d a r y p e r m e a b i 1 i t y o r i g i n a t i n g f r o m t h e s t r o n g s 1 a t y c 1 e a v a g e

that is common to this bedrock unit. Fracturing in localized areas

produces additional secondary permeabi 1 ity ,. Fractures and cleavage

were characteristically closed with depth. In this area this depth

was believed to be quite shallow., A geophysical investigation

confirmed this„

Joints were measured by a team of geologists. The poles of the

joint planes have been plotted on stereo nets and concentrations

contoured and displayed in Figures 1 I!. 2., Four major joint sets

h a v e b e e n d e f i n e dl::

Strike Dip.

M20W to N3OW 7SE to 75W

N12W to N02E 75E to 78E

WOW to N18W 16E to 2OE

M62E 20W to SOW

R I 0 0 6 \ 5

JOINT SETS SLATY CLEAVAGEN 2Oe W TO N30°W, 75° E TO 75CW N 65° E , 8O* SNI2eW TO N02°E,75«E TO 78° EN - S TO N 18» W, I6°E TO 2O°EN62°E , 20° W TO 3O*W

SCHMIDT NET-INTERSECTION 212[t- BUCHART-HORN, INC.l>~ — J\ Consulting Engineers * PUnnem

• VOAK. I>A. WASHtVGTOI, 0 C. LFW1SWJWG, M.•ALTTMOW. MO MEMPHIS. TtNN HTW O«.tANS, 1-*. .

WlLLIAMSeUfK; VA. CHAW.ESTON. W VA

KEYSTONE SANITATION CO. LANDFILLUNION TOWNSHIP, ADAMS CO., PA.

POLES TO JOINT PLANES ikLO W

JOB NO.62209

6

JOINT SETS SLATY CLEAVAGEN 2O* W TO N30°W,75°E TO 75° W N65°E , 8O«SNI2eW TO NO2°E,75°E TO 78° EN - S TO N I8» W, 16° E TO 2OeEN62«E , 2O° W TO 3O°W

SCHMIDT NET-INTERSECTION*'IU= BUCHART-HORN, INC.f> — J\ Consulting Engineer! fc PUnnen

VOHK. CA WASHINGTON. D C LEW1S8UAG. PA•ALT1MOW, MO MEMPHIS, TtNh NCW OM-EANS. LA

W«O.IAMS8U«G. VA OUJWSTOW W VA

KEYSTONE SANITATION CO. LANDFILLUNION TOWNSHIP, ADAMS CO., PA.

POLES TO JOINT PLANES -fl<f£f.g Qlg

JOB NO.62209

17

A fracture trace analysis.was.performed in January, 1985 by Buchart-

Horn, Inc. No fracture traces were noted. These results concur with

the previous fracture trace analysis performed by Nassaux-Hemsley in

November, 1977.

Before the concept that tthe slaty cleavage is the principal source

of the secondary permeability characteristics of the bedrock was

used as a basic premise in our investigation, it had to be proven at

the site. A pump test was performed by Buchart-Horn, Inc. in

November 1983 at Monitoring Well No. 1. Three observation wells

had been constructedprior J:o the ttest in order to monitor the

development of the cone of depression.

Analysis of the test data shows that groundwater flow through the

bedrock is, indeed very strongly influenced by the slaty cleavage

which creates a /hydraulic conductivity flow tensor in the

Northeast-Southwest, direction.,, JThe data^also indicates as suspected

that joints and fractures allow groundwater, in localized areas, to

flow in the strike direction of those planes. This effect as a

component of secondary porosity is at a,minimal level when compared

with the influence of.jth slaty cleavage.• .r-

GEOPHYSICAL INVESTIGATION,r./

A geophysical survey was perforined by Buchart-Horn, Inc. in August. .- - *-:- ; • ..j ~-f ._:, --- *-' '' •-'•v-(UJ:*- /- -.'_; . -- ^ - : -- "-.7. ; •- "'"'

1984. The objective was to map the subsurface in the &Bckfii8i6

the landfill site. After a review of existing well drilling logs,

slug tests data, pump tests data, seismic refraction results,

chemical analyses of groundwater and other published and unpublished

literature concerning the site soils and geology, an Earth

Resistivity Survey was choosen as the most effective method to

investigate the subsurface.

METHODS AND PROCEDURE

The Bison Offset Sounding System (BOSS) Model 2365 combined with the

Bison Earth Resistivity Meter Model 235OB were used to peform

Vertical Electrical Soundings <VES). The VES stations were placed

at close intervals so horizontal profiles could also be constructed.

Five different electrode arrays were used with a maximum electrode

spread of 64 meters. The different arrays used to measure

resistance included: Dipole - Dipole, Overlapping Dipole, Modified

Schlumberger, and two different Wenner Arrays. By combining the

results from the different electrode configuration, a clear

understanding of the subsurface was developed. Data was collected,

potted and interpretated.

INTERPRETATION AND RESULTS

A computer program supplied by Bison Instruments, Incorporated

used for resistivity calculations and correlatQ.^n[ Q=g C tKfe data

obtained from the different electrode arrays. A second computer

program, by John Brodeur, Michigan Technological University, 1982,

was used to model the da|a. / Computer modeling allowed for direct

interpretations to be mac^e. .Indirect methods were used to check and

correlate the direct methods of data interpretation.

Vertical Electrical Soundings were resolved by computer modeling.••:"..,/;*:• .. *,£: — f."..1-1 *' "V •- , :-":_^ :-:~ :T-_--. -_t- v •' g,--: • - - . - . • '

Appendix A & I contain resolved models and station locations) The

depth to the water table and to the bottom of the saturated zone

were calculated us£ng the direct^ method of interpretation. Because

of the clarity with Bwhich. fchis .feature can be defined, the saturated

zone is viewed^ as a distinct^ aquifer . The aquifer has electrical

resistivity values that rpnge frqm\ 240 to 280 ohm-meters, while the

aquitard has value_of IppO to 9OOO ohm-meters. This electrical.-. • . \. •- '•-•*• Li- : :: ^ :> -~: -. '- '-- :-v - %-_ -•' , . '

contrast allows,,the subsurface interface between the aquifer and the

aquitard to be plotted. _ .. Elevations of the top and bottom of the

aquifer have been plotted and .contoured in map views. Cross

sections have also been developed to show the top and bottom of the

aquifer. CSee Appendix E)

Pseudosections pf ;the Wenner^pparent resistivity values were used

to create indirect methodsof interpretation. Resistivity values

were plotted directly into cross-section form and contoured. The

plotted depths of the resistivity values are equal to the "a"

spacing of the electrode configuration. This technique was used to

define and check anomalous hydrologic and geologic features such as:

suspected perched waiter table zones, thickened^ and 8i'nQJlSa%£kf er.

variable thickness of the unsaturated zone above the water table,

soil depth and changes in geology. (See Appendix F)

HYDROGEOLOGY

On a regional scale, the site can perhaps be considered isotropic

and homogenous in nature. This assumption is only feasible because

the anisotropic nature of the slaty cleavage tends to be canceled

out by the fracturing of the bedrock and metamorphic activity which

has occurred on a large scale. On the localized scale, the site

becomes very anisotropic as evidenced by the pump test peformed in

November, 1983. The combination of metamorphic grades found at the

site and the presence of quartz veins and differential weathering

creates heterogeneous conditions in the vicinity of the site.

The majority of the groundwater flow is either in the North 60 East

or South 6O West direction due to a hydraulic conductivity flow

tensor created by the slaty cleavage. Drainage expressions in the

topography are in direct corelation with either joint sets or slaty

cleavage. The groundwater flow direction has been mapped using

geophysics, topography, measurements from monitoring and observation

wells, and discharge zones. Due to fracturing, groundwater flow

directions may be contrary to the principal direction of anisotropy.

This occurs in several locations near the site where fracture

density in the bedrock allows the subsurface flow environment to

become more isotropic. This phenomenon occurs in the diaegtipns of«nl00621

the principal joint sets discussed earlier. It is important to

realize that the direction of groundwater flow is not necessarily

perpendicular to the^grqundwater^contours (Cherry and Freeze, P. 36,i «*»—?'- ' '-" --" " i°-'-!-- - •' —_-__-'_•_--^-" il" "- ~" ' '~- " ' '

1979). In an anisotropic environment, the groundwater flow

direction may at times bf^parallel to the water table contour line.

Groundwater flow divides at the site are influenced by topography

(gravity), slaty cleavage, principal joint sets, .and recharge.

Groundwater flow divides are not necessarily located on topographic

highs because the, groundwater tends to follow the path of least

resistance. Due to the ajiisptrppic nature of the site, groundwater

divides commonly occur where the groundwater flow direction is

parallel to the water table contour line. Several such divides occur

near the site. (See Appendix H). :-•-. -.< •*'_-..;_ T*% :- - M ,•-; . ...V I -_-.-.. '-!• -. •-:- -1 -"

Where groundwater flows coin verge, to form springs and streams at the

surface, the flow direction of the_groundwater is upward. This is

due in part to the hydraulic head frpm the recharge areas, the

anisotropic nature of the subsurface and the limited thickness of

the aquifer. Once .the grpundwatei\ has^reachfd the surface, it is

then free to flow perpendicular to the slaty cleavage and is not

constrained by the anisj>,trppic nature of the subsurface.

Perched water tables^ were delineated during geophysical/-: .,;;-,--' • - 'y i-- v --i--:- « .Ttse1--''^--"'--•-----••• - **- ' "^ "- - '

investigation. A review of, the soils map indicated soils which »ay

be susceptable to fragipan layers and development of perched water

tables. The perched systems are^ conjoined within the yeathered soil'., »i.- •- - - >'* "r--- ""==---'.-- -- - --- - --*- --"- ^

horizon in silts, and clays. This was confirmed w

excavations conducted in May, 1985. Excavations exposed saturated

zones above the aquifer in low lying areas.

Precipitation averaging 42 inches annually is the primary source of

groundwater recharge. Recharge occurs throughout the site, with a

downward flow component at the topographic highs. Due to the fact

that the aquifer is relatively thin, a horizontal component flows

toward the discharge areas. The discharge zones exhibit a vertical

or upward flow component. The anisotropic behavior of the

subsurface, the groundwater flow directions and the slope of the

aquifer base combine to create groundwater flow boundaries at

streams that form discharge areas. Perennial streams in the

vicinity of the site that form discharge areas function as

groundwater flow boundaries.

The fractured bedrock is the main aquifer in the region, with the

fractures closing at depths relatively shallow. The bottom of the

aquifer shows a contorted surface which resembles both the

topographic surface and the surface of the water table. (See

Appendix O From the topographic surface to the bottom of the

aquifer, depths range from 25 to 100 feet. The top of the aquifer

was mapped using information from the geophysical investigation and

confirmed with measurements from monitoring wells and streams and

springs. (See Appendix B)

CONCLUSIONS

The greatest lateral . tent of .potential groundwater contamination

originating frgm/thV.Keystone S.anitation^Cpmpany Landfill is shown

in Figure 3. >hia; site specific conclusion is based on the

following hydrologic and geologic factors:

1. Cleavage and^fracturesplp.se at shallow

2' V"? -^•P-«««t«d fractures present at the site°? 'C'- 9rOUndwter or s<~ve as conduits between £heof, cpncer^ and any deep-seated regional aquifers.

3 are groundwater discharge" s =i_ - -' ,'.-T *- •- • -;- -

5. Groundwater" ftow 'does not by-pass the discharge areas at

Consequently, the potential population that could be affected is

limited to the delineated| area;"shownin^Figure 3, which by actual

count numbers 22 houses or a population of 84 at 3.8 persons per

are

household .

If there is any conflict with the above facts or conclusion, we

requesting formal written r^sponse^shpwing evidence to the contrary.

Based on the ^results pf^ pur _. geotechnical investigation, the

contamination that has been fpyn^d p^ reported outs$c£ |

- ••••' '.- -;."•:-:• fe- -:^'.:'-~" .:':~Jr „. •. -^-; , -. • . y-r

described in this report cannot be originating from Keystone

Sanitary Landfill. Furthermore, the verifiable extent of VOC

contamination is limited to an area in the vicinity of MonitoringPe^vp^eWell No.l and does not appear to p-geviae the entire landfill site.

flRI00625. .

FIGURE 3

LIMITS OF MAXIMUM POTENTIAL GPOUNDWATER IMPACT

|t- l BUCHART-HORN, INC.iV> — Consulting Engineers & Planneni

VOW*. PA WASHINGTON. O C IFW1S8UWG. PABAiTIMOftt. MO MEMPHIS. TENN New O«l.f ASS, LA,

WlUIAWa»U«G VA CHARlfSTOM. W VA

KEYSTONE LANDFILLA R i n n r, ? £

"" ^— —JOB NO.

07-<ii<J9

« -

A P P E N D I X

A VERTICAL ELECTRICAL SOUNDING LOCATIONS

B WATER TABLE MAP

C BOTTOM OF AQUIFER

D SECTION LOCATIONS A - G

E CROSS SECTION A - G, DIRECT METHOD

F PSEUDOSECTIONS A - G, INDIRECT METHOD

G FIELD STRUCTURES

H GROUNDWATER FLOW MAP

I GEOPHYSICAL MODELS

J PUMP TEST DATA

K POPULATION DENSITIES

^D:APPENDIX I

-GEOPHYSICAL. .MODELS

•-•'.' " ,™_ -aa'~- -i-i.:. , ,1... •

I 00628

KEYSTONE SANITATION COMPANYRESULTS OF EARTH RESISTIVITY SURVEY

DIRECT INTERPRETATIONBH #07-62209

STATION TOP OF AQUIFER BOTTOM OF AQUIFER

NUMBER ELEVATION P.IPTH ELEVATION DEPT.H E.LE.VATIQN

6-2 783 41.3 742 57.6 725

6-4 741 26.O 715 43.9 697

7-1 746 12.0 734 3O.2 716

7-2 723 26.3 718 47.9 697

7-3 736 21.1 715 4O.3 696

7-4 723 16.2 707 41.9 681

7-5 716 10.4 706 36.4 68O

7-6 754 28.3 726 47.8 706

7-7 749 25.4 724 47.4 702

8-1 740 21.45 719 41.6 698

8-2 715 15.7 699 28.7 686

8-3 707 10.3 697 24.3 682

9-1 72O 24.5 695 59.9 660

9-2 74O 29.9 710 6O.8 679

9-3 748 27.7 720 56.0 692

9-4 744 20.3 724 58.3 686

9-5 771 35.75 735 58.75 712

9-6 756 21.45 735 50.45 7O5

9-7 754 29.3 725 58.2 696

9-8 740 28.05 712 54.6 685

1O-1 713 9.75 703 36.75 676

ARI00629

KEYSTONE SANITATION COMPANYRESULTS OF gARTH RESISTIVITY SURVEY

DIRECT INTERPRETATIONBH #07-62209(Cont'd.)

STATION , .( TOP OF AQUIFER, , .. ., BOTTOM OF AQUIFER

NUMBER ELEVATION DEPJH ELEVATION DEPTH ELEVATION

15-1 718 12'03 706 . , 37.4 681

15-2 780^ /":/|o:6 : 7 749 56 6 723

15'3 759 ,_ 28.2 /./731 52 . 2 707

6 7167 680

15"6 7°5 .35.8 669

. --...,-,- 40.4 669

74° 23.4 717 55.3 685

- - - 74'3 65221"3 704 .., _-lS-3 688 , .68.3 636

2 -A " . . . . 737 J__ / ...45". 5

3f-6 689

41-3 707

717

. - .

22"5 771 - 31-?":" 740 , '. ^ 52.3

698

699

719

?83 ,,: ^2-3 741 65.4 718

006 30

KEYSTONE SANITATION COMPANYRESULTS OF EARTH RESISTIVITY SURVEY

DIRECT INTERPRETATIONBH #07-62209(Cont'd.>

STATION TOP OF AQUIFER BOTTOM OF AQUIFER

NUMBER ELEVATION DEPTH ELEVATION DEPTH ELEVATION

1O-2 752 3O.2 722 52.2 7OO

1O-3 699 1O.O 689 30.4 669

1O-4 712 12.4 700 25.4 687

1O-5 721 13.6 707 33.0 688

10-6 759 21.1 738 36.7 759

13-1 747 54.3 693 100.4 647

13-2 756 50.0 7O6 92.3 756

13.3 764 42.5 722 67.2 697

13.4 751 32.5 718 61.8 689

13.5 741 45.5 696 65.7 675

13-6 746 31.7 714 47.0 699

13-7 728 21.1 707 36.1 692

13.8 74O 15.6 719 73.1 667

14.1 741 23.1 718 53.0 688

14-2 726 33.0 693 55.0 671

14-3 729 35.8 693 52.6 676

14-4 732 38.0 694 53.6 678

14-5 714 33.47 680 39.7 664

14.6 734 17.9 716 51.7 682

14.7 735 18.8 716 4O.2 695

A R I 0 0 6 3 I

o.M

I

0 0 6 3 2

***************************************************************** **** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************

JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 7-2COMPUTED BY : Greg A. Johnson JOB# : BH 07-62209CHECKED BY: Myron H. Berry ON (DATE) : APRIL 1985

S U M M A R Y O F I N P U T P A R A M E T E R S

RESISTIVITY THICKNESS

R( 1 )= 160 D( 1 )= .7R( 2 )= 280 D( 2 )= 2.6R( 3 )= 500 D( 3 )= 4.8R( 4 )= 250 D( 4 )= 6.4R( 5 )= 1400 D( 5 )= 1E+09

D A T A P R I N T O U T

'A' SPACING APPARENT RESISTIVITY OHM-M

X( 1 )= .5 P( 1 )= 168.004X( 2 )= 1 P( 2 )= 192.754X( 3 )= 1.5 P( 3 )= 216.895X( 4 )= 2 P( 4 )= 236.527X( 5 )= 3 P( 5 )= 266.765X( 6 )= 4 P( 6 )= 290.574X( 7 )= 6 P( 7 )= 327.251X( 8 )= 8 P( 8 )== 353.844X( 9 •> 12 P( 9 )= 393.345X( LO )= 16 ' P( 10 )= 431.03X( 11 )= 24 P( 11 )= 516.06X( 12 )= 32 P( 12 )= 603.241X( 13 )= 48 P( 13 )= 753.15X( 14 )- 64 P( 14 )= 866.918

ARI00633

X«*•»'

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(II-KIIO) AIIAUsfsSH IKHyVddtV "H n I U U 0 3 4

***************************************************************** , **** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************




R( 1 )= 200 D( 1 )= .67R( 2 )= 800 D( 2 )= .6R( 3 )= 400 D( 3 )= 3.4R( 4 )= 260 D( 4 )= 8.3R( 5 )= 1500 D( 5 )= 1E+09


'A1 SPACING APPARENT RESISTIVITY OHM-M

X( 1 )= .5 P( 1 )= 223.757X( 2 )- 1 P( 2 )= 288.941X( 3 )= 1.5 P( 3 )= 341.19X( 4 )= 2 P( 4 )= 372.715X( 5 )= 3 P( 5 )= 397.523X( 6 )= 4 P( 6 )= 399.3X( 7 )= 6 P( 7 )= 386.439 jX( 8 )= 8 P( 8 )= 377.098X( 9 )= 12 P( 9 )= 388.894 ,X( 10 )= 16 P( 10 )= 429.525 |X( 11 )= 24 P( 11 )= 537.53X( 12 )= 32 P( 12 )= 641.939X( 13 )= 48 P( 13 )= 809.721 1X( 14 )= 64 P( 14 )= 933.119 J

j

flRI00635


JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 7-5COMPUTED BY : Greg A. Johnson JOB* : BH 07-62209CHECKED BY: Myron H. Berry ON (DATE) : APRIL 1985



R( 1 )= 225 D( 1 )= .9R( 2 )= 420 D( 2 )= 2.3R( 3 )= 260 D( 3 )= 8R( 4 )= 1550 D( 4 )= 1E+09



X( 1 )= .5 P( 1 )= 231.421X( 2 )= 1 P( 2 )= 256.777X( 3 )= 1.5 P( 3 )= 284.44X( 4 )= 2 P( 4 )= 305.471X( 5 )= 3 P( 5 )= 327.853X( 6 )= 4 P( 6 )= 334.983X( 7 )= 6 P( 7 )= 337.221X( 8 )= 8 P( 8 )= 344.131X( 9 )= 12 P( 9 )= 384.821X( 10 )= 16 P( 10 )= 445.594X( 11 )= 24 P( 11 )= 574.671X( 12 )= 32 P( 12 )= 688.525X( 13 )= 48 P( 13 )= 865.041X( 14 )- 64 P( 14 )= 992.584

AR100637

00

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( ? V(Jl-JvHO) A1IA11S1S3H lK3HYd<JV


JOB DESCRIPTION : Keystone DATE : JAN 1985STATION: 8-1COMPUTED BY : Gregory A. Johnson JOB* : BH 07-62209CHECKED BY: MYRON H BERRY ON: APRIL 1985



R( 1 )s 160 D( 1 )= .72R( 2 )= 280 D( 2 )= 2.1R( 3 )= 400 D( 3 )= 3.78R( 4 )= 240 D( 4 )= 6.2R( 5 )= 1500 D( 5 )= 1E+09

A1 SPACING APPARENT RESISTIVITY OHM-M

*( 1 >= -5 p( 1 )= 167.478*( 2 )= 1 p( 2 )= 191.406*< 3 )= 1.5 p( 3 )= 215.105*( 4 )= 2 p( 4 )= 234.132x( 5 )= 3 p( 5 )= 261.807x( 6 )= 4 p( 6 )= 281.503x( 7 )= 6 p( 7 )= 308.817*( 8 )- 8 p( 8 )= 328.709*< 9 )= 12 p( 9 )= 367.113x( 10 )= 16 p( 10 )= 413.249x< 11 >s 24 p( n )= 517.931*( 12 )= 32 p( 12 )= 618.607*< 13 )= 48 p( 13 )= 783.717x( 14 )= 64 p( 14 )= 907.139

AR100639 J

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- KilO) AllAI1SIS3H lK3«Va4V ^ R I 0 0 6 If Q


JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 9-3COMPUTED BY : Gregory A. Johnson JOB* : BH 07-26609CHECKED BY: Myron H. Berry ON (DATE) : APRIL 1985



R( 1 )= 210 D( 1 )= .64R( 2 )= 480 D( 2 )= .98R( 3 )= 820 D( 3 )= 7.2R( 4 )= 280 D( 4 )= 10.8R( 5 )= 1400 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 229.804X( 2 )•= 1 P( 2 )= 289.704X( 3 )= 1.5 P( 3 )= 350.302X( 4 )= 2 P( 4 )= 402.369X( 5 )= 3 P( 5 )= 482.595X( 6 )= 4 P( 6 )= 537.755X( 7 )= 6 P( 7 )= 597.929X( 8 )«= 8 P( 8 )= 617.977X( 9 )= 12 P( 9 )= 607.169X( 10 )= 16 P( 10 )= 584.033X( 11 )= 24 P( 11 )= 577.889X( 12 )= 32 P( 12 )= 618.575X( 13 )= 48 P( 13 )= 738.182X( 14 )- 64 P( 14 )= 846.431

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***************************************************************** **** DC R E S I S T I V I T Y V E R T I C A L **** E L E C T R I C A L S O U N D I N G P R O G R A M **** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************




R( 1 )= 240 D( 1 )= .4R( 2 )= 130 D( 2 )= .5R( 3 )= 280 D( 3 )= 2.7R( 4 )= 760 D( 4 )= 7.4R( 5 )= 270 D( 5 )= 7R( 6 )= 2300 D( 6 )= 1E+09



X( 1 )= .5 P( 1 )= 209.559X( 2 )= 1 P( 2 )= 192.169X( 3 )= 1.5 P( 3 )= 204.735X( 4 )= 2 P( 4 )= 224.076X( 5 )= 3 P( 5 )= 262.373X( 6 )= 4 P( 6 )= 297.391X( 7 )= 6 P( 7 )= 358.199X( 8 )= 8 P( 8 )= 406.65X( 9 )= 12 P( 9 )= 474.999X( 10 )= 16 P( 10 )= 523.689X( 11 )= 24 P( 11 )= 611.407X( 12 )= 32 P( 12 )= 705.373X( 13 )= 48 P( 13 )= 895.934X( 14 )= 64 P( 14 )= 1065.18

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JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 9-6COMPUTED BY : Gregory A. Johnson . JOB* : BH 07-62209CHECKED BY: Myron H. Berry ON (DATE) : APRIL 1985



R( 1 )= 180 D( 1 )= 1.6R( 2 )= 900 D( 2 )= 5R( 3 )= 270 D( 3 )= 912R( 4 )= 1300 D( 4 )= 1E+09



X( 1 )= .5 P( 1 )= 181.829X( 2 )= 1 P( 2 )= 196.424X( 3 )= 1.5 P( 3 )= 223.908X( 4 )= 2 P( 4 )= 257.774X( 5 )= 3 P( 5 )= 325.25X( 6 )= 4 P( 6 )= 380.84X( 7 )= 6 P( 7 )= 453.961X( 8 )= 8 P( 8 )= 491.547X( 9 )= 12 P( 9 )= 516.973X( 10 )= 16 P( 10 )= 525.309X( 11 )= 24 P( 11 )= 559.693X( 12 )- 32 P( 12 )= 617.702X( 13 )= 48 P( 13 )= 741.909X( 14 )= 64 P( 14 ) = 843.335

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RESISTIVITY -THICKNESS

R( 1 )= 150 D( 1 )= .5R( 2 )= 320 D( 2 )= 2.3R( 3 )= 720 D( 3 )= 6.2R( 4 )= 280 D( 4 )= 8.9R( 5 )= 1500 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 171.58X( 2 )= 1 P( 2 )= 216.542X( 3 )= 1.5 P( 3 )= 252.106X( 4 )= 2 P( 4 )= 280.126X( 5 )= 3 P( 5 )= 325.851X( 6 )= 4 P( 6 )= 364X( 7 )= 6 P( 7 )= 421.696X( 8 )= 8 P( 8 )= 458.591X( 9 )= 12 P( 9 )= 495.82X( 10 )= 16 P( 10 )= 516.212X( 11 )= 24 P( 11 )= 564.589X( 12 )= 32 P( 12 )= 630.559X( 13 )= 48 P( 13 )= 769.741X( 14 )= 64 P( 14 )= 887.298

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X( 1 )= .5 P( 1 )= 250.612X( 2 )= 1 P( 2 )= 272.822X( 3 )= 1.5 P( 3 )= 286.793X( 4 )= 2 P( 4 )= 293.572X( 5 )= 3 P( 5 )= 297.442X( 6 )= 4 P( 6 )= 298.759X( 7 )= 6 P( 7 )= 310.971X( 8 )= 8 P( 8 )= 340.385X( 9 )= 12 P( 9 )= 433.272X( 10 )= 16 P( 10 )= 543.729X( 11 )= 24 P( 11 )= 765.027X( 12 )= 32 P( 12 )= 969.117X( 13 )= 48 p( 13 )= 1324.96X( 14 )= 64 P( 14 )= 1624.33

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X( 1 )= .5 P( 1 )= 147.529X( 2 )= 1 P( 2 ) = 183.29X( 3 )= 1.5 P( 3 )= 222.123X( 4 )= 2 P( 4 )= 258.876X( 5 )= 3 P( 5 )= 326.077X( 6 )= 4 P( 6 ) = 388.303X( 7 )= 6 P( 7 )= 502.028X( 8 )= 8 P( 8 )= 599.158X( 9 )= 12 P( 9 )= 740.404X( 10 )= 16 P( 10 )= 822.375X( 11 )= 24 P( 11 ) = 874.684X( 12 )= 32 P( 12 )= 857.072X( 13 )= 48 P( 13 )= 792.697X( 14 )<= 64 P( 14 )= 765.484

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R( 1 )= 190 D( 1 )= .72R( 2 )= 330 D( 2 )= 1.25R( 3 )= 1000 D( 3 )= 3R( 4 )= 1900 D( 4 )= 8.1R( 5 )= 270 D( 5 )= 7.6R( 6 )~ 1900 D( 6 )= 1E+09



X( 1 )= .5 P( 1 )= 199.405X( 2 )= 1 P( 2 )= 234.194X( 3 )= 1.5 P( 3 )= 277.157X( 4 )= 2 P( 4 )= 321.447X( 5 )= 3 P( 5 )= 408.236X( 6 )= 4 P( 6 )= 488.559X( 7 )= 6 P( 7 )= 624.391X( 8 )= 8 P( 8 )= 728.899X( 9 )= 12 P( 9 )= 864.232X( 10 )= 16 P( 10 )= 932.818X( 11 )= 24 P( 11 )= 977.526X( 12 )= 32 P( 12 )= 992.565X( 13 )= 48 P( 13 )= 1053X( 14 )= 64 P( 14 )= 1146.06

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X( 1 )= .5 P( 1 )= 94.7292X( 2 )= 1 P( 2 )= 130.391X( 3 )= 1.5 P( 3 )= 165.099X( 4 )= 2 PC 4 )= 196.844X( 5 )= 3 P( 5 )= 252.712X( 6 )= 4 P( 6 )= 300.629X( 7 )= 6 P( 7 )= 380.922X( 8 )= 8 P( 8 )= 448.291X( 9 )= 12 P( 9 )= 557.212X( 10 )= 16 P( 10 )= 639.114X( 11 )= 24 PC 11 )= 750.317X( 12 )= 32 P( 12 )= 827.883X( 13 )= 48 PC 13 )= 956.19X( 14 )= 64 P( 14 )= 1072.08

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R( 1 )= 100 DC 1 )= -69R( 2 )= 230 D( 2 )= .86R( 3 )= 1200 DC 3 )= 8.2R( 4 )= 290 D( 4 )= 4.7R( 5 )- 2000 DC 5 )= 1E+09



XC 1 )= .5 PC 1 )- 108.751X( 2 )= 1 ' P( 2 )= 141.609X( 3 )= 1.5 PC 3 )= 182.968X( 4 )= 2 PC 4 )= 225.405XC 5 )= 3 PC 5 )= 305.351X( 6 )= 4 PC 6 )= 375.316X( 7 )= 6 PC 7 )= 486.702XC 8 )= 8 PC 8 )= 568.537X( 9 )= 12 - PC 9 )= 676.49X( 10 )= 16 PC 10 )= 745.276X( 11 )= 24 PC 11 )= 847.244X( 12 )= 32 P( 12 )= 942.02X( 13 )= 48 PC 13 )= 1121.37X( 14 )= 64 PC 14 )= 1270.88

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***************************************************************** **** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** **********************************************************

JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 13-7COMPUTED BY : Greg A. Johnson JOB* : BH 07-62209CHECKED BY: Myron H. Berry ON CDATE) : APRIL 1985



R( 1 )= 260 DC 1 )= .6R( 2 )= 370 . D( 2 )= .9R( 3 )= 560 D( 3 )= 2.6R( 4 )= 850 D( 4 )= 2.4R( 5 )= 280 D( 5 )= 4.6R( 6 )= 1100 D( 6 )= 1E+09



X( 1 )= .5 P( 1 )= 272.813XC 2 )= 1 P( 2 )= 309.575XC 3 )= 1.5 PC 3 )= 346.461X( 4 )= 2 PC 4 )= 378.591X( 5 )= 3 PC 5 )= 428.804XC 6 )= 4 PC 6 )= 464.395X( 7 )= 6 PC 7 )= 507.329X( 8 )= 8 P( 8 )= 529.23X( 9 )= 12 PC 9 )= 555.79XC 10 )= 16 PC 10 )= 586.231XC 11 )= 24 PC 11 )= 662.373XC 12 )= 32 PC 12 )= 735.525XC 13 )- 48 PC 13 )= 843.491XC 14 )= 64 PC 14 )= 911.556

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*** -.A-************************************************************ **** D C - R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************

JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 13-8COMPUTED BY : Greg A. Johnson JOB# : BH 07-62209CHECKED BY: Myron H. Berry ON CDATE) : APRIL 1985

S U M M A R Y . O F I N P U T P A R A M E T E R S


R( 1 )= 140 DC 1 )= .61R( 2 )= 250 D( 2 )= .9R( 3 )= 190 DC 3 )= 1.4R( 4 )= 320 DC 4 )= 3.4R( 5 )= 240 DC 5 )= 16R( 6 )= 1200 D( 6 )= 1E+09 ^




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** **** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** **




R( 1 )= 120 D( 1 )= .64R( 2 )= 300 D( 2 )= 1.66R( 3 )= 150 D( 3 )= 2.1R( 4 )= 500 D( 4 )= 5.65R( 5 )= 260 D( 5 )= 6.9R( 6 )= 1000 D( 6 )= 1E+09



X( 1 )= .5 PC 1 )= 131.803X( 2 )= 1 PC 2 )= 163.506X( 3 )= 1.5 P( 3 )= 189.339X( 4 )= 2 P( 4 )= 206.137X( 5 )= 3 P( 5 )= 223.69X( 6 )= 4 PC 6 )= 233.298X( 7 )= 6 P( 7 )= 251.698XC 8 )*= 8 P( 8 )= 273.02X( 9 )= 12 P( 9 )= 314.486X( 10 )= 16 P( 10 )= 350.59X( 11 )= 24 P( 11 )= 415.254X( 12 )= 32 P( 12 )= 475.098X( 13 )= 48 P( 13 )= 577.303X( 14 )= 64 P( 14 )= 655.358

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*********************************** ****************************** **** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************




R( 1 )= 100 D( 1 )= .46R( 2 )= 1200 D( 2 )= .24R( 3 )= 120 DC 3 )= 1.3R( 4 )= 800 D( 4 )= 8.3R( 5 )= 240 D( 5 )= 5R( 6 )= 5500 DC 6 )= 1E+09



X( 1 )= -.5 PC 1 )= 135.196XC 2 )= 1 PC 2 )= 189.883XC 3 )= 1.5 PC 3 )= 218.61X( 4 )= 2 PC 4 )= 233.952X( 5 )= 3 PC 5 )= 257.213XC 6 )= 4 PC 6 )= 284.301X( 7 )= 6 PC 7 )= 344.584X( 8 )= 8 PC 8 )= 399.705X( 9 )= 12 PC 9 )= 486.948X( 10 )= 16 PC 10 )= 558.189X( 11 )= 24 PC 11 )= 697.097X( 12 )= 32 P( 12 )= 846.362X( 13 )= 48 P( 13 )= 1153.25X( 14 )= 64 P( 14 )= 1442.15

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***** ************************************************************ **** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************




R( 1 )= 130 D( 1 )= .62R( 2 )= 200 D( 2 )= 2.2R( 3 )= 730 D( 3 )= 2.7R( 4 )= 240 D( 4 )= 10.4R( 5 )= 1100 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 136.775X( 2 )= 1 PC 2 )= 155.714X( 3 )= 1.5 P( 3 )= 174.504X( 4 )= 2 P( 4 )= 191.665X( 5 )= 3 P( 5 )= 223.483X( 6 )- 4 P( 6 )= 251.853X( 7 )= 6 P( 7 )= 294.389X( 8 )= 8 P( 8 )= 320.336X( 9 )= 12 PC 9 )= 347.798X( 10 )= 16 P( 10 )= 368.438X( 11 )= 24 P( 11 )= 420.416X( 12 )= 32 P( 12 )= 481.201X( 13 )= 48 P( 13 )= 593.782X( 14 )= 64 P( 14 )= 681.939

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JOB DESCRIPTION : Keystone ' DATE : JAN 1985STATION: 15-1COMPUTED BY : Gregory A. Johnson JOB# : BH 07-62209CHECKED BY: MYRON H BERRY ON: APRIL 1985



RC 1 )= 180 DC 1 )= .66RC 2 )- 450 DC 2 )= 3.04RC 3 )- 260 DC 3 )= 7.8RC 4 )= 1200 DC 4 )= 1E+09


x( 1 )= .5 p( 1 )= 196.634x( 2 )= 1 p( 2 )= 244.508x( 3 )- 1.5 p( 3 )= 286.746x( 4 )= 2 p( 4 )= 316.214x( 5 )= 3 p( 5 )= 347.768x( 6 )= 4 p( 6 )= 359.153x( 7 )= 6 p( 7 )= 361.223xC 8 )= 8 pC 8 )= 361.764xC 9 )= 12 pC 9 )= 385.471xC 10 )= 16 PC 10 )= 430.698xC 11 )- 24 pC 11 )= 534.243xC 12 )= 32 pC 12 )= 625.976xC 13 )= 48 pC 13 )= 763.073xC 14 )- 64 PC 14 )- 856.94

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RC 1 )= 650 DC 1 )= 1.3RC 2 )= 1500 DC 2 )= 3R( 3 )= 650 DC 3 )= 5.1RC 4 )= 240 DC 4 )= 8R( 5 )= 7000 DC 5 )= 1E+09



XC 1 )= .5 PC 1 )= 658.015XC 2 )= 1 PC 2 )= 705.87XC 3 )= 1.5 PC 3 )= 778.668XC 4 )= 2 PC 4 )= 850.935XC 5 )= 3 PC 5 )= 953.501XC 6 )= 4 PC 6 )= 997.062XC 7 )= 6 PC 7 )= 976.691XC 8 )= 8 PC 8 )= 900.312XC 9 )= 12 PC 9 )= 754.485XC 10 )= 16 PC 10 )= 686.33XC 11 )- 24 PC 11 )= 730.509XC 12 )= 32 PC 12 )= 877.892XC 13 )= 48 PC 13 )= 1223.77X( 14 )= 64 PC 14 )= 1551.22

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XC 1 )= .5 P( 1 )= 94.2669XC 2 )= 1 PC 2 )= 111.909X( 3 )= 1.5 P( 3 )= 123.988XC 4 )= 2 PC 4 )= 132.602XC 5 )= 3 P( 5 )= 149.174XC 6 )= 4 PC 6 )= 167.905XC 7 )= 6 PC 7 )= 206.047XC 8 )= 8 PC 8 )= 239.706XC 9 )= 12 PC 9 )= 295.064XC 10 )= 16 PC 10 )= 342.614XC 11 )= 24 PC 11 )= 427.032XC 12 )= 32 PC 12 )= 499.281XC 13 )= 48 PC 13 )= 610.894XC 14 )= 64 PC 14 )= 689.922

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R( 1 )= 130 D( 1 )= .8RC 2 )= 320 D( 2 )= .4RC 3 )= 110 DC 3 )= 1.7RC 4 )= 1000 DC 4 )= 4.6RC 5 )= 280 DC 5 )= 4.9RC 6 )= 4000 D( 6 )= 1E+09



XC 1 )= .5 PC 1 )= 134.914XC 2 )= 1 PC 2 )= 148.446XC 3 )= 1.5 PC 3 )= 159.411X( 4 )= 2 PC 4 )= 167.765XC 5 )= 3 PC 5 )= 186.766XC 6 )= 4 P( 6 )= 212.163XC 7 )= 6 PC 7 )= 269.909XC 8 )= 8 PC 8 )= 324.545XC 9 )= 12 PC 9 )= 418.181XC 10 )= 16 PC 10 )= 501.331XC 11 )= 24 PC 11 )= 661.82XC 12 )= 32 P( 12 )= 819.798XC 13 )= 48 PC 13 )= 1114.55XC 14 )= 64 PC 14 )= 1372.87

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** **** DC R E S I S T I V I T Y V E R T I C A L **** E L E C T R I C A L S O U N D I N G P R O G R A M **** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *********************************************




RC 1 )= 170 DC 1 )= .51RC 2 )= 800 DC 2 )= 6.7RC 3 )= 280 DC 3 )= 9.8RC 4 )= 1400 DC 4 )= 1E+09



XC 1 )= -5 PC 1 )= 214.767X( 2 )= 1 P( 2 )= 316.774XC 3 )= 1.5 PC 3 )= 401.847X( 4 )= 2 PC 4 )= 465.986X( 5 )= 3 PC 5 )= 550.621XC 6 )= 4 PC 6 )= 598.127XC 7 )= 6 PC 7 )= 633.152XC 8 )= 8 PC 8 )= 628.727X( 9 )= 12 PC 9 )= 588.924XC 10 )= 16 PC 10 )= 562.158X( 11 )= 24 PC 11 )= 578.504XC 12 )= 32 PC 12 )= 641.576XC 13 )= 48 PC 13 )= 780.848XC 14 )= 64 PC 14 )= 892.485

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** **** DC R E S I S T I V I T Y V E R T I C A L **** E L E C T R I C A L S O U N D I N G P R O G R A M **** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** **




R( 1 )= 200 D( 1 )= .6R( 2 )= 500 D( 2 )= 3.4RO )= 1500 D( 3 )= 4.1R( 4 )= 270 D( 4 )= 14.8R( 5 )= 1200 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 223.183X( 2 )= 1 P( 2 )= 283.94X( 3 )= 1.5 P( 3 )= 337.571X( 4 )= 2 P( 4 )= 379.776X( 5 )= 3 P( 5 )= 443.928X( 6 )*= 4 P( 6 )= 494.061X( 7 )= 6 P( 7 )= 568.294X( 8 )= 8 P( 8 )= 612.268X( 9 )= 12 P( 9 )= 634.501X( 10 )= 16 P( 10 )= 614.859X( 11 )= 24 P( 11 )= 569.52X( 12 )= 32 P( 12 )= 562.915X( 13 )= 48 P( 13 )= 622.366X( 14 )= 64 P( 14 )= 702.537

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** DC R E S I S T I V I T Y V E R T I C A L **** E L E C T R I C A L S O U N D I N G P R O G R A M **** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *******************************

JOB DESCRIPTION : Keystone DATE : JAN 1985STATION 21-3COMPUTED BY : Greg A. Johnson JOB* : BH 07-62209CHECKED BY: .Myron H. Berry ON (DATE) : APRIL 1985



R( 1 )= 280 D( 1 )= .6R( 2 )= 520 D( 2 )= .3R( 3 )= 240 D( 3 )= 1.7R( 4 )= 440 D( 4 )= 2.4R( 5 )= 250 D( 5 )= 16R( 6 )*= 6000 D( 6 )= 1E+09



X( 1 )= .5 P( 1 )= 292.413X( 2 )= 1 P( 2 )= 308.624X( 3 )= 1.5 P( 3 )= 309.103X( 4 )- 2 P( 4 )= 305.004X( 5 )= 3 P( 5 )= 301.899X( 6 )= 4 P( 6 )= 304.823X( 7 )= 6 P( 7 )= 310.927X( 8 )= 8 P( 8 )= 312.772X( 9 )- 12 P( 9 )= 318.464X( 10 )= 16 P( 10 )= 338.406

X( 11 )= 24 P( 11 )= 415.687X( 12 )- 32 P( 12 )= 517.379X( 13 )= 48 p( 13 ) = 734.379X( 14 )= 64 P( 14 )= 943.583

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R( 1 )= 310 D( 1 )= .45R( 2 )= 390 D( 2 )= 2.35R( 3 )= 780 D( 3 )= 5.3R( 4 )= 280 D( 4 )= 4.6R( 5 )= 1700 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 326.496X( 2 )= 1 P( 2 )= 355.279X( 3 )= 1.5 P( 3 )= 377.113X( 4 )= 2 P( 4 )= 396.168X( 5 )= 3 P( 5 )= 433.126X( 6 )= 4 P( 6 )= 467.842X( 7 )= 6 P( 7 )= 522.389X( 8 )= 8 P( 8 )= 557.992X( 9 > 12 P( 9 )= 604.056X( 10 )= 16 P( 10 )= 648.455X( 11 )= 24 P( 11 )= 756.004X( 12 )= 32 P( 12 )= 867.49X( 13 )= 48 P( 13 )= 1052.66X( 14 )= 64 P( 14 )= 1185.74

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R( 1 )= 280 DC 1 )= .5R( 2 )= 460 D( 2 )= 2.55R( 3 )= 940 D( 3 )= 5R( 4 )= 270 D( 4 )= 6R( 5 )= 1800 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 306.409X( 2 )= 1 P( 2 )= 359.391X( 3 )= 1.5 P( 3 )= 399.11X( 4 )= 2 P( 4 )= 429.193XC 5 )= 3 P( 5 )= 477.213XC 6 )= 4 P( 6 )= 516.831X( 7 )= 6 P( 7 )= 574.23X( 8 )- 8 P( 8 )= 606.49X( 9 )= 12 P( 9 )= 633.682X( 10 )= 16 P( 10 )= 655.02X( 11 )= 24 P( 11 )= 730.438X( 12 )= 32 P( 12 )= 829.609X( 13 )= 48 P( 13 )= 1016.42X( 14 )= 64 P( 14 )= 1160.63

ARI00687

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R( 1 )= 180 D( 1 )= .9R( 2 )= 210 DC 2 )= 2.6RC 3 )= 450 DC 3 )= 2RC 4 )= 260 DC 4 )= 7.3RC 5 )= 1600 DC 5 )= 1E+09



XC 1 )= .5 PC 1 )= 181.318XC 2 )= 1 PC 2 )= 186.999X( 3 )= 1.5 PC 3 )= 194.598XC 4 )= 2 PC 4 )= 202.441X( 5 )= 3 PC 5 )= 218.067XC 6 )= 4 PC 6 )= 233.553XC 7 )= 6 P( 7 )= 262.261XC 8 )= 8 P( 8 )= 287.777XC 9 )= 12 PC 9 )= 337.393XC 10 )= 16 P( 10 )= 390.926XC 11 )= 24 PC 11 )= 502.797XC 12 )= 32 PC 12 )= 607.305XC 13 )= 48 PC 13 )= 779.598XC 14 )= 64 PC 14 )= 910.954

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***************************************************************** **** DC R E S I S T I V I T Y V E R T I C A L **** E L E C T R I C A L S O U N D I N G P R O G R A M **** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** ************************************** * * * A ***********************




R( 1 )= 160 DC 1 )= 1.2RC 2 )= 210 D( 2 )= 1RC 3 )= 400 DC 3 )= 4.8RC 4 )= 250 D( 4 )= 5.7RC 5 )= 3000 DC 5 )= 1E+09



X( 1 )= .5 PC 1 )= 161.078XC 2 )= 1 PC 2 )= 168.267XC 3 )= 1.5 PC 3 )= 180.806XC 4 )= 2 PC 4 )= 195.695XC 5 )= 3 PC 5 )= 225.53XC 6 )= 4 PC 6 )= 251.45XC 7 )= 6 PC 7 )= 291.428XC 8 )= 8 PC 8 )= 322.518XC 9 )= 12 PC 9 )= 380.958XC 10 )= 16 PC 10 )= 446.378X( 11 )= 24 PC 11 )= 591.835XC 12 )= 32 P( 12 )= 736.859X( 13 )= 48 PC 13 )= 995.534X( 14 )= 64 PC 14 )= 1211.8

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RC 1 )- 215 DC 1 )= 1.2RC 2 )= 360 D( 2 )= .2RC 3 )= 450 DC 3 )= 5.4RC 4 )s 245 DC 4 )= 6.1RC 5 )= 1500 D( 5 )= 1E+09


xC 1 )- .5 p( 1 )= 217.732xC 2 )= 1 p( 2 )= 233.443xC 3 )= 1.5 pC 3 )= 257.302x( 4 )= 2 p( 4 )= 281.697xC 5 )= 3 p( 5 )= 320.898xC 6 )= 4 pC 6 )= 346.825xC 7 > 6 p( 7 )= 374.911xC 8 )= 8 PC 8 )*= 389.574xC 9 )= 12 p( 9 )^ 416.897xC 10 )= 16 PC 10 )= 456.664x( 11 )= 24 pC 11 )= 558.242xC 12 )= 32 PC 12 )= 659.912x( 13 )= 48 pC 13 )= 826.708x( 14 )= 64 pC 14 )= 949.494

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RC 1 )= 160 DC 1 )= 1.1RC 2 )= 280 DC 2 )= 1.3RC 3 )= 600 DC 3 )= 5.2RC 4 )=* 240 . DC 4 )= 5.5RC 5 )= ,2600 DC 5 )= 1E+09



X( 1 )= .5 PC 1 )= 162.481X( 2 )= 1 PC 2 )= 176.373XC 3 )= 1.5 PC 3 )= 198.045XC 4 )= 2 PC 4 )= 221.843XC 5 )= 3 PC 5 )= 266.888XC 6 )= 4 PC 6 )= 304.826XC 7 )= 6 PC 7 )= 360.881XC 8 )= 8 PC 8 )= 399.3XC 9 )= 12 PC 9 )= 455.989XC 10 )= 16 PC 10 )= 511.566XC 11 )- 24 PC 11 )= 639.698XC 12 )= 32 PC 12 )= 774.658XC 13 )= 48 PC 13 )= 1019.49XC 14 )= 64 PC 14 )= 1220.46

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X( 1 )= .5 P( 1 )= 341.691X( 2 )= 1 P( 2 )= 355.42X( 3 )= 1.5 P( 3 )= 383.341X( 4 )= 2 P( 4 )= 420.681X( 5 )= 3 P( 5 )= 507.046XC 6 )= 4 P( 6 )= 592.532X( 7 )= 6 P( 7 )= 731.157XC 8 )= 8 PC 8 )= 821.879XC 9 )= 12 PC 9 )= 900.812XC 10 )= 16 PC 10 )= 908.812XC 11 )= 24 PC 11 )= 880.174X( 12 )= 32 P( 12 )= 874.779XC 13 )= 48 PC 13 )= 933.811X( 14 )= 64 PC 14 )= 1014.07

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** DC R E S I S T I V I T Y V E R T I C A L *** * E L E C T R I C A L S O U N D I N G P R O G R A M * *** **** Program By: J.R. Brodeur - October 1982 **** Modified By: Buchart-Horn, Inc. - August 1984 **** *****************************************************************




R( 1 )= 1100 D( 1 )= .8R( 2 )= 700 D( 2 )= 2.4R( 3 )= 2250 D( 3 )= 9.8R( 4 )= 270 D( 4 )= 7.1R( 5 )= 2600 D( 5 )= 1E+09



X( 1 )= .5 P( 1 )= 1070.38X( 2 )= 1 P( 2 )= 978.381X( 3 )= 1.5 P( 3 )= 906.684X( 4 )= 2 P( 4 )= 877.859X( 5 )= 3 P( 5 )= 908.595X( 6 )= 4 P( 6 )= 990.139X( 7 )= 6 P( 7 )= 1160.93X( 8 )= 8 P( 8 )= 1282.76X( 9 )= 12 P( 9 )= 1386.04X( 10 )= 16 P( 10 )= 1380.42X( 11 )= 24 P( 11 )= 1286.77X( 12 )= 32 P( 12 )= 1233.61X( 13 )= 48 P( 13 )<= 1292.65X( 14 )= 64 P( 14 )= 1437.14

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KEYSTONE SANITATION COMPANYDENSITIES

#07-62209

Adams County, Union Township, Penns_ylvania

Population - 1978 Persons.-- t' -y-!*'." ;- --~ r:T_.-.-l-r--v.-T.-. T-- - .:_ - .-^

^•V .-^Housing - 663 Units

Average Persons/Unit = 2.98

Carroll County, Myers Election District, Maryland- - ..- i- =4^ i-3> =.-^« -•-, i - - -- *- -s-. • • ,r , . „ . .

--•-• 'Population - 4000 Persons

Housing - 1247 Units

Average Persons/Unit = 3.21

Based on 1980 Census Advanced Counts,

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m iif - semspub.epa.gov

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