PHASE 1 REPORT · B. Overburden Geology C. Bedrock Geology D. Hydrology and Hydrogeology Page 1 4 4 4 8 10 11 14 16 23 26 28 32 32 32 34 40. Table LL-1 Table LL-2 Table LL-3 Table

pppppy -'. EPA Region 5 Records Ctr.

224228>.;.-.•v>-:- .v .--. ••&•'•

VOLUME 2 OF 2

PHASE 1 REPORT

SUPPLEMENTAL HYDROGEOLOGIC INVESTIGATIONLEMON LANE LANDFILL

Westinghouse Electric CorporationEnvironmental Systems and Services Division

Pittsburgh, PennsylvaniaI

November 1989BLASLAND & BOUCK ENGINEERS, P.C.

BLASLAND, BOUCK & LEEENGINEERS & GEOSCIENTISTS

VOLUME 2 OF 2

PHASE I REPORTSUPPLEMENTAL HYDROGEOLOGIC INVESTIGATION

LEMON LANE LANDFILL

WESTINGHOUSE ELECTRIC CORPORATIONENVIRONMENTAL SYSTEMS & SERVICES DIVISION

PITTSBURGH, PENNSYLVANIA

NOVEMBER 1989

BLASLAND & BOUCK ENGINEERS, P.C.6723 TOWPATH ROAD

SYRACUSE, NEW YORK 13214

VOLUME 1 OF 2

TABLE OF CONTENTS

SECTION I - INTRODUCTION

SECTION II - SUPPLEMENTAL HYDROGEOLOGIC INVESTIGATIONRESULTS

A. Introduct ionB. Task 1.1 Review of Previous Subsurface

and Analytical Invest igat ionsGeology and Hydrogeology ReviewKarst and Sur face Water Features ReviewSite ReconnaissanceContinuous Soil Test Bor ing/Rock CoringMonitoring Well Installation in BedrockGround-Water Elevation/Rainfall Measurement

1.8 Pre-Tracer Test Ground-Water andSurface Water Sampling

1.9 Ground-Water Tracer Tests

c.D.E.F.G.H.I.

TaskTaskTaskTaskTaskTaskTask

1.21.31.41.51.61.71.8

J. Task

SECTION III - INTERPRETATION OF INVESTIGATION RESULTS

A. Topography and GeomorphologyB. Overburden GeologyC. Bedrock GeologyD. Hydrology and Hydrogeology

Page

1

4

44

8101114162326

28

32

32323440

Table LL-1

Table LL-2

Table LL-3

Table LL-4

Table LL-5

Table LL-6

Table LL-7

Table LL-8

Table LL-9

Table LL-10

Table LL-11

VOLUME 1 OF 2

LIST OF TABLES

Chronology of Site Invest igat ions

PCB Analy t ica l Data for Soils and Sediments

PCB Analyt ica l Data for Ground Water and S u r f a c e Water

Ground-Water Monitor ing Well Detai ls

Ground-Water Elevations

Perennial and In termi t tent Springs Data

Ground-Water Monitor ing Well Detai ls, SupplementalHydrogeologic Invest igat ion

Hydraulic Conductivi ty Values f rom Packer Test ing

Hydraulic Conduct ivi ty Values f rom Slug Testing

Ground-Water Elevat ions, SupplementalHydrogeologic Invest igat ion

Duration of Continuous Water Elevationand Rainfall Measurement

Table LL-12 Marker Beds in the St. Louis Limestone

VOLUME 1 OF 2

LIST OF FIGURES

Figure LL-1 Regional Site Plan

Figure LL-2 Sampling Location

Figure LL-3 Regional Sampling Location Plan

Figure LL-4 Karst , Subsurface Solution, and Sur face Water Features

Figure LL-5 Monitoring Well Location Plan

Figure LL-6A Low Flow, Tracer Injection, Sampling, and Detection Locations

Figure LL-6B High Flow, Tracer Injection, Sampling, and Detection Locations

Figure LL-7A Geologic Cross Section A-A1

Figure LL-7B Geologic Cross Section B-B1

Figure LL-8 Bedrock St ructure Map

Figure LL-9 Fracture Trace/Lineament Map

Figure LL-10 PCB Water Quality Results

in

VOLUME 2 OF 2

LIST OF APPENulCES

Appendix LL-1

Appendix LL-2

Appendix LL-3

Appendix LL-4

Appendix LL-5

Appendix LL-6

Appendix LL-7

Appendix LL-8

Appendix LL-9A

Appendix LL-9B

Appendix LL-10

Appendix LL-11

Appendix LL-12

References

Powell Repor t , Geology and Hydrogeology ofLemon Lane Landfil l

Subsur face and Well Logs, 1982-1983

Subsur face and Well Logs. 1987

Packer Test Field Data and Detai ls

Slug Test Field Data

Caliper Logging Field Data

Gamma Ray Logging Field Data

Continuous Water Elevation Hydrographs

Storm-Event Hydrographs

Low Flow Tracer Test Reports, Hydroscience Assoc ia tes

Low Flow Tracer Tes t Memorandum, Blasland & BouckEngineers, P.C.

High Flow Tracer Test, Lemon Lane Landfil l, Bloomington,Indiana, Westinghouse Environmental and GeotechnicalServices, Inc.

iv

oX

APPENDIX LL-1

• '.'V;

••<4J;t-t

APPENDIX LL-1

REFERENCES

REFERENCES

LEMON LANE LANDFILL

1. Blasland & Bouck Engineers, P.C. for West inghouse E lec t r i c Corporat ion,Env i ronmenta l Technology Division. Supplemental HydrogeologicInves t iga t ion . Lemon Lane Landf i l l . June, 1987.

2. Powell, R.L. , for U.S. Env i ronmenta l P ro tec t ion Agency . Geology andHvdrogeo loqy of Lemon Lane Landf i l l . Monroe County . Indiana.Geosc ience R e s e a r c h Assoc ia tes Inc., December 8, 1982.

3. O'Brien & Gere Engineers, Inc., for West inghouse Elect r ic Corpora t ion .December 1982 and January 1983 Dri l l ing Logs for Monitor ing WellInstallation at MW-1S, MW-1D, MW-2, MW-3, MW-4S, MW-4I, MW-4D, MW-5, MW-6, MW-7, MW-8S, MW-8D and MW-9.

4. Blasland & Bouck Engineers, P.C., for Westinghouse Elect r ic Corporat ion,March and May, 1984. Boring Logs f rom Fill Borings B1-B8.

5. Blasland & Bouck Engineers, P.C., for West inghouse Electr ic Corporation,April, 1984. Landfi l l Cover Boring Program Logs.

6. Liang, T. for West inghouse Electr ic Corporat ion. Dra f t Air PhotoAnalysis Repor t , Monroe County , Indiana, Landf i l l Site 'C'. May 1983,Revised May 1984.

7. O'Brien & Gere Engineering for Westinghouse Electric Corporation, 1982.Magnetometer Survey Field Notes.

8. Blasland & Bouck Engineers, P.C., for Westinghouse Electric Corporation,Apr i l , 1984. Figures and Data, Seismic Re f rac t i on Survey Lines andSeismic Line Cross Sect ions, Lemon Lane Landfi l l .

9. Lillich, R. ' Inspect ion at Lemon Lane Landf i l l in Bloomington, Indiana,June 30 and July 1, 1984," Memorandum to Will iam Miner, EPA, July29, 1981.

10. Lillich, R. "Data Resul ts f rom Lemon Lane Landfi l l in Bloomington,Indiana," Memorandum to William Miner, EPA, September 9, 1981.

11. Lillich, R. 'Sampling at Lemon Lane Landf i l l in Bloomington, Indiana,'Memorandum to Will iam Miner, EPA, December 21, 1981.

12. Peoples, R., City of Bloomington Utilities, July 20, 1981. Letter to Ms.Dana Devole.

13. Indiana S ta te Board of Health, June and August 1981. Water andSediment Sampling Data.

11/8*9U88317A

REFERENCES (Cont'd)

14. B ieze, C. 'Indiana ITDD R5-8304-a Bloomington/Lemon Lane Landf i l l , 'Memorandum to EPA File, December 11, 1983.

15. Blasland & Bouck Engineers. P.C., for Westinghouse Electr ic Corporat ion,March and May 1984. Fill Boring Analyses.

16. Indiana University School of Public Environmental A f f a i r s , forWestinghouse Electric Corporation, November 1986. Analyt ical Resu l tsof Homeowner Wells Sampled Around Four PCB-Contaminated Sites.

17. O'Brien & Gere Engineers, Inc.. lor Westinghouse Electric Corporation.December 1982 and January 1983. Laboratory Analysis of Ground-WaterSamples (Wells MW-1S, MW-1D. MW-2, MW-3, MW-4S, MW-4D, MW-5,MW-6, MW-7. MW-8S, MW-8D, and MW-9).

18. O'Brien & Gere Engineers, Inc., for Westinghouse Electric Corporation.February 1983. Laboratory Analysis of Ground-Water Samples (WellsMW-1S, MW-1D, MW-2, MW-3, MW-4I, MW-4S, MW-4D, MW-5, MW-6, MW-7, MW-8S, MW-8D, and MW-9).

19. Gray, H.H., for EPA. July 16. 1981. Let ter to Dana Davoli, IndianaGeological Survey.

20. O'Brien & Gere Engineers, Inc., for West inghouse Electr ic Corporat ion,January 1983. Geophysical Logs (Gamma-Ray) for MW-1D, MW-4D, MW-5, MW-6 and MW-8D, and (Caliper and Gamma-Ray) for MW-2. MW-3,MW-7 and MW-9.

21. O'Brien & Gere Engineers, Inc., December, 1982, for West inghouseElectr ic Corporat ion, 1983 and Blasland & Bouck Engineers, P.C., forWestinghouse Electric Corporation, May, 1984. Ground-Water Elevations,Lemon Lane Landfill (Wells: MW-1S, MW-1D, MW-2, MW-3, MW-4S, MW-41, MW-4D, MW-5, MW-6, MW-7.MW-8S, MW-8D, MW-9, MW-B1, MW-B2,MW-B3 and MW-B4.

22. Indiana University School of Public and Environmental A f f a i r s , forWestinghouse Electr ic Corporation. Well Water User Survey Around FourPCB Contaminated Sites. November 1985.

23. Gates, G.R. Geologic Considerations in Urban Planning for Bloominqton,Indiana. Indiana Department of Conservation, Geological Survey, Reportof Progress 25, 1962.

24. Shaver et al. Compendium of Paleozic Rock Unit Stratigraphy inIndiana - A Revision. State of Indiana, Department of NaturalResources, Geological Survey, Bulletin 59, 1986.

25. Powell, R.L. Caves of Indiana. Indiana Department of Conservat ion,Geological Survey, Circular No. 8, 1961.

11/8/8911M317A

REFERENCES (Cont 'd)

26. Krothe. N. "F rac tu re Trace Ana lys is for the Lemon Lane Refuse Area ' ,Department of Geology, Indiana Univers i ty . 1982.

27. Krothe, N. for West inghouse E lec t r i c Corpora t ion , 1986. Solut ionFeatures, Surface Drainage, Lineaments, Sinkholes Data.

28. Hydroscience Assoc ia tes , Inc. for West inghouse Electr ic Corpora t ion .Prel iminary Report of Tracer Study: Lemon Lane Site Bloomington,Indiana. Low-Flow Test. February 26. 1988.

29. Westinghouse Environmental Engineering, February. March 1988. VariousMemorandum regarding, Site Reconnaissance, Lemon Lane Landfi l l ,February 1988.

30. G'ensky. N.E. for West inghouse Electr ic Corpor& t ion , March 5, 1986.Memorandum to G.W. Lee, Re: Field Work, West inghouse BloomingtonSites, February 1986.

31. McCann. M., Apri l 5, 1988. Memorandum to Wm. Sanner, Re: DyeTrace Schedule. West inghouse Environmental Engineering.

32. Hydroscience Associates, Inc. for Westinghouse Electric Corporation,September 1987. Falling Head Test Data for Well MW-1D.

33. West inghouse Environmental and Geotechnical Services, Inc., 'High FlowTracer Test, Lemon Lane Landfill, Bloomington, Indiana1, September 1989.

34. Quinlain, J.F., 1987. 'Quali tat ive Water Tracing with Dyes in KarstTerranes." Repr in ted f rom Prac t ica l Karst Hydrogeology with Emphasison Ground-water Monitoring, Course Manual, Nation. I Water WellAssociat ion, Dublin, Ohio.

35. U.S. Department of Agricul ture. Soil Survey of Monroe County. Indiana.1981.

11/8/891IM317A

APPENDIX LL-2

F5*g.

X

APPENDIX LL-2

POWELL REPORT. GEOLOGY AND HYDROGEOLOGYOF LEMON LANE LANDFILL

SUBTERRANEAN DRAINAGE FEATURES

Sinkholes:

The Lemon Lane Landfill, actually initiated as a refuse dump, was located

in a large enlongated compound sinkhole and on its adjacent eastern slopes

(Figure 3). The compound sinkhole consists of a sma11. valley with seveâ1

sinkholes in its bottom, as clearly shown on the Bloomington, Indiana 15

minute quadrangle (1908, scale 1:6?.500V Two major depressions are sôv:n

w i t h i n the almost north-south oriu •, .. v a l l e y on the west side of the oreserily

landfilled area. The position of the sinkholes and their eastern slopes is

such that all surface drainage from the site was probably into these sinkholes

prior to use as a dump. The two sinkholes, as shown on the 1908 map, inc l u d i n g

the adjacent slopes within the large depression, would each have been about

30 feet deep.

The Bloomington quadrangle (1956, lh minute series, sclae 1:24,000) show

that the l a n d f i l l extended into and fille d the southernmost of the two sink-

holes in the small valley. The landfill had only partially encroached on

the northernmost sinkhole at that time. The partially filled North sinkhole,

as shown on the maps has a depth of 25 to 30 feet, but could have been

deeper prior to dumping of the f i l l materials.

The Lemon Lane Landfill or dump was utilized before modern sanitary

landf i l l standards were established in the area. Thus, there is l i t t l e doubt

that precipitation and surface draiange entering the f i l l materials descends

through the f i l l and enters the sinkholes.

There are several other sinkholes in the vicinity of the Lemon Lane

Landfill, none of which are known to receive any significant amount o* drain-

age from the landfill. A sinkhole pond adjacent to the northwest corner of

the l a n d f i l l , within the same compound sinkhole or valley as the two sinkholes

now under the landfill, may receive some seepage from the l a n d f i l l , but none

was noted during the time of field investigation. The compound sinkhole

valley extends southwestward from the site beneath the L. and N. Railroad

tracks to the Valhalla Memory Gardens where a few other sinkholes occur in the

valley bottom. The extent to which seepage from the landfill enters the f i l l

of the railroad grade or the sinkhole immediately beyond the tracks to the

southwest of the landfill is not known.

R. 2 W. R. 1 W

Bloomington, Indiana, Quadrangle1 5 minute ser ies , 1 908

Figure 3. The location of the Lemon Lane Landfi l l re la t ive to s inkholes prior

to use as a landfill. Scale about 1:24,000 or 1 inch to 2,000 feet.

Other sinkholes in the near v i c i n i t j of the Lemon Lane L a n d f i l l may

contribute surface drainage into the same subterranean groundwater syste™

as that from the landfill, but they do not receive surface drainage from

the landfill, so far as known. Some of these sinkholes in local yards and

lawns may have been partially filled with rock and earth, and some probably

contain small amounts of trash.

Sinking streams do not appear to be present at the site. The nearest

sinking stream is about one mile tn ' .''west of the site where a

surface drainage area of about 260 acres contributues stormwaters to swallow-

holes about 500 feet from Stoney Springs West (Figure 1).

Caverns:»No enterable caverns are known in the near vicinity of the Lemon Lane

Landfill, (Powell, 1961, p. 33-35). The nearest known cave is Stoney Springs

Cave, located about 14 miles to the southwest of the site, which is at thesouth end of the sinking stream valley mentioned previously. The cave is

very short and amounts to very little of the distance between the sinking

stream and Stoney Springs West. Neither the sinking stream nor the cave

have any known hydrologic relationship to subterranean drainage from the

Lemon Lane Landfi11.

A pit about 40 feet deep opening into a cave passage was reported by

Mr. Ralph Robertson on a h i l l s i d e across Stout Creek from the landfill (NWU,

NEhi, SEh», Sec. 25, T. 9 N., R. 2W). Another small cave has been reported

near the center of the west line of the XUk of Sec. 30, T. 9 N., R. 1W.,

also across Stout Creek from the site. Neither of these two caves should

have any hydrologic relationship to the Lemon Lane Landfill.

Springs:

Springs in the area mark the surfacing of groundwater that is for

the most part following cavernous routes through the fractured limestone.

All of the water entering sinkholes should be expected to follow fracturesand conduits in the limestone bedrock to resurgence or springs at lower

elevations.

Water from the spring designated here as the I l l i n o i s Central Spring

, SW^, SWs, Sec. 32, T. 9 N., R. 1 W.) that lies about 2,000 feet to

the southeast of the Lemon Lane Landfill was sampled, analyzed, and found

to contain PCB's prior to field work conducted for this report (Peoples,

1982, letter). Nine additional springs, including one stormwater rise or

wet weather spring, were found during field investigations in the area around

the Lemon Lane Landfill. The locations of these springs and estimates of

their size (flow) are give in Figure/ a^c* Table 1. The springs on the l i s t

that were flowing were sampled on 23 a\\c 19 July, 1982. An analysis of these

samples did not demonstrate any PCB's in any of the springs sampled, although

some other pollutants were recorded in most of the samples (see unspecified

reports to be prepared by Ecology and Environment, Inc.).

The fact that the Illinois Central Springs waters were contaminated with

PCB's in an earlier sample (Peoples, 1982, letter) was tempered with the

possibility that children in the neighborhood could have removed capacitors

from the Lemon Lane Landfill, salvaged useful copper from them, and left the

remains of the capacitors scattered over the area. The presence of PCB'sin the waters issuing from the spring, as opposed to a sampling of surface

runoff in the same locality, suggests that the PCB's are carried by the

underground waters.

The lack of PCB's in the Illinois Central Spring water sample from late

July 1982 may be owing to seasonal or otherwise differen hydrologic con-ditions that were not in effect during the initial sampling. The failure

to detect PCB's in the Il l i n o i s Central Spring during the sampling in late

July 1982, as well as the lack of their detection in any other springs in

the area, suggests that all the springs should be sampled again at a time

when the Illinois Central Spring waters are known to be carrying PCB's.

The Quarry Spring, owing to lack of access to the spring orifice and

considering also the very low flow associated with this spring, could be

dropped from the list of sample points. The Hinkle Spring, a wet weather

rise, should be sampled at a time when it is flowing inasmuch as it could

receive some subterranean stormwater overflow drainage from the site, so

far as is now known.

A Determination of Subterranean Drainage Routes from the Lemon Lane L a n d f i l l :

The exact direction of flow of all subterranean waters from the two

sinkholes on the west side of the landfilled area to specific springs is not

known at this time. There are several reasons, based on the data available

to date, for suspecting that not all of the drainage must flow to a single

spring. A generalized comparison of the flow from the I l l i n o i s Central

Spring with the flow of the Stoney Springs, for which a drainage area can

more readily be estimated, suggests '' ••' ''••• I l l i n o i s Central Spring drains

a relatively small area (Table 1). S i m i l a r l y , the volume of water issueing

from the three springs at the abandoned Bloomington Packing Plant suggests

that they drain an area about three times greater than that of the I l l i n o i s

Central Spring. The information available does not clearly prove that a

subterranean drainage divide does not exist at the site. The fact that none

of the springs contained PCB's during the late July 1982 sampling but both

the Illinois Central Spring and the Slaughter House Spring showed contarr-i-

nation with some other pollutants suggests that the waters could both be

derived from a somewhat similar source, such as materials dumped in sinkholes,

In addition, the source of stormwater discharge from the Hinkle Wet Weather

Rise could in part be in the vicinity of the two sinkholes in the landfill

area.

Table 1

SPRINGS IN THE VICINITY OF LEMON LANE LANDFILL

E & E, Inc., Field Flow cfs/Name of Spring Sample Number Estimate cfs Square miles

Stoney Springs East 1 1.3+ .28Stoney Springs West 2 1.5+ .32Illinois Central 4 .2Slaughter House 10 1.1-Packing House 11 .002PH Road 9 .7Snoddy 6 .03Detmer 7 .19+Robertson 8 .17Quarry 3 not flowingHinke Wet Weather Rise 5 dry

RESULTS OF PRELIMINARY BORINGS

Stratigraphy:

The four preliminary borings at the Lemon Lane Landfill penetrated

soils and mostly limestones and shales of the St. Louis Limestone, the

predominant surface bedrock in the area. Three borings were stopped HP the

lower part of the St. Louis Limestone (Borings 2, 3 and 4). Boring 1 was

into building stone units of the Sa^pn ' i>°s'ione. All of the borings

encountered some weathered fractun <• ,.LJcvng planes, as well as water

bearing units. Several voids were identified during d r i l l i n g , soê of which

were filled with sediment, and others may have occured in. places marked as

core loss (descriptions of borings in Appendix and graphic columnar sections).

The soil in the four borings ranged from 7.5 feet to 22.2 feet in

thickness. The soil thickness in Borings 3 and 4 was 22.2 and 17.2 feet,

respectively, and may represent, in part, soil in crevices in the Mmestone.

These soils were reported to consist of red clayey silts, with some gravel and

residuum in places.

The highest bedrock stratigraphic unit recognized in the cores was a

chert zone assigned to the upper part of the St. Louis Limestone in Borings

2 and 4. It was also reported in a nearby water well (the Pelfree Well)

and is included on the cross sections. A seperate overlying chert zone in

Boring 2 was also assigned to the Upper St. Louis Limestone. A zone of

solitary corals underlying the beds containing the chert was easily

correlated between Borings 1, 2 and 4, but was not seen in Boring 3 (see

graphic columnar sections and cross sections, Figure 4).

Several shale layers of varying thickness were encoutered in each

hole, but none served as a marker bed. A particular bed of lithographic

limestone that is present below a prominant shale bed and above a "stink-

stein" unit served as another stratigraphic marker unit (see cross sections).

The shale was not of similar thickness in Boring 1. However, the same

shale may have been identified in a nearby water well (the Brown Well),

and has been included on the cross sections. The stinkstein consists of

micritic (very fine grain) limestone, dolomitic in part, with a fetid odor

when freshly broken. The odor is owing to natural organic contents in the

rock. Boring 3 apparently was stopped at a depth too shallow to sample

the stinkstein.

Boring 1 was drilled into rock easily recognizable as the b u i l d i n g

stcne (Indiana Limestone or Oolitic Limestone) of the Salem Limestone. The

exact boundary between the Salem Limestone and the overlying St. Louis

Limestone is not easily identified. The boundary is at the too of the beds

that contain a very small fossi\ ... • yra baileyi, which should occur about

midway between the top of the building stone and the top of the stinkstein.

Contrary to the geologic map compiled by Gates (1962, plate 1), the

Ste. Genevieve Limestone, the unit overlying the St. Louis Limestone, is not

present at the landfill site. The Ste. Genevieve may be present in the

vicinity at elevations some 30 feet above where indicated by Gates and there-

fore is of more limited areal extent than shown on his map.

Structure:

Structure contours were plotted on two stratigraphic horizons identified

in the borings at the Lemon Lane Landfill. One map was prepared to indicate

the strike and dip or slope on both the coral zone that was identified in

three borings as well as that of the lithographic unit below the shale and

above the stinkstein identified in all four borings (Figure 5). The

different altitudes on the coral zone indicate a slope to the southwest(dotted lines on Figure 5), while the different altitudes on the lithographic

limestone bed show a dip to the south (solid and dashed line on Figure 5).

Both dip directions are plausible owing to a thinning in a northwestward

direction of the strata between the two selected layers. The dip of the

strata could vary considerable within a short distance of the control

points or boring data available at the Lemon Lane Landfill, as might be

shown by acquiring additional data.

The fractured and jointed nature of the bedrock is evident in various

rock exposures, mostly in road cuts and quarries, in the area to the north

and northwest of the landfill. Some fractures were seen in rock in the

cores and are noted in the descriptions of the cores (Appendix) and shown

Q

V A L H A L L A M E

All well locllions er> appronmale

Figure 5. Altitudes of marker beds from boring data at Lemon Lane Landfill.Dotted lines on coral zone, solid and dashed lines on a

lithographic limestone unit.

on the graphic columnar sections. The relative close spacing of joints

and other fractures in St. Louis Limestone and similar strata of the upoer

part of the Salem Limestone are condusive to downard and lateral movement

of subsurface water. Those fractures that have carried water are commonly

weathered and some are enlarged by solution of the limestone along the

fractures. Weathering and solution features are also noted in the descrip-

tions and on the graphic columnar sections.

Hydrology:

The four borings at Lemon Lane Landfill are each completed as water

level monitoring and water sampling points. Boring 1 was drilled into the

upper part of the Salem Limestone. Boring 2, 3 and 4 were stopped in the

lower part of the St. Louis Limestone. Boring 1 was completed as a monitoring

well to sample the upper part of the Salem Limestone, therefore it should

not be representative of the same groundwater zone measured or sampled in

Borings 2, 3 and 4 (see Figure 4). Boring 2 was completed as a well to

sample only that part of the lower St. Louis Limestone that is approximately

at the same level as the Illinois Central Spring (see Figure 7). Borings3 and 4 were completed to monitor and sample all but the top few feet of

the bedrock and the overlying soil.

A measurement of water levels was made for each of the four wells on

27 October 1982 by E and E Inc. geologists (telephone communication) as

presented on Table 2. A general water level for the landfill is represented

by only three datum points (Borings 2, 3 and 4) as shown as Figure 6.

The water level measured in Boring 3 following development of the well

is nearly the same as the bottom of the boring. Difficulty in developing

this well casts some doubt as to the validity of the water level data

(E and E, Inc., Ron St. John, telephone message).

The three datum points shown on the water level map indicate that the

slope of the water table is to the northwest. This slope is reasonable to

expect in view of the ridge top location of the landfill in relation to

the deep adjacent valleys and known spring outlets for groundwater (see

Figure 1). However, the groundwater slope as calculated and shown is away

Q

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All »»H locations are

Figure 6. Approximate groundwater level as calculated from the water leveldata indicated for Boring 2, 3 and 4 at L^mon Lane. Data from

E & E I, Inc.

\\

from the I l l i n o i s Central Spring, which is reported to have carried PCB

wastes from the landfill area. The water level at Boring 2, which was

completed below a thick shale layer and thus excludes open drainage from

the overlying bedrock as compared to Borings 3 and 4, may represent a

separate and lower groundwater zone than that in Borings 3 and 4.

Table 2

WATER LEVELS AT LEMON LANE LANDFILL

Boring

B-l

B-2

r* _~>

B-4

Brown

Pelfree

1.

2.

Groundlevel -,E & El1

92.83

117.07

99.67

119.98

100 BM takentracks North

Topographic

Topo2

862.85(863)

887.09(887)

869.69(870)

890

885

881

for orangeof Boring

base taken

TopOuterCasing

94.84

118.27

101.43

122.99

spot on top2.

as 890 feet

Topcasing to ^

Water Level

48.4

64.a

56.5

76.05

of rock North

as! at Boring 4

• Groundlevel to

Water Level

46.29

63.2

54.74

7?. 04

60

60

of L and N

from 1 inch

ComputedAltitude ofWater Leve'

816.56

8?3.S9

814. Q5

816. Q6

815

821

3.

to 400 feet, 4 foot contour interval, map of Bloomington, Indiana,with adjustments for Borings 1, 2 and 3 from E & El Survey data.

Water level measurements by E 4 El personnel on 27 October 1982,(reported by telephone by Ron St. John).

The water levels reported in the borings occur at positions (about 10

feet to 20 feet) below the calculated positions of the bottoms of the two

sinkholes now buried in the Lemon Lane Landfill (Figures 3 and 7). The

bottoms of the two sinkholes were calculated to be at an altitude of about

830 feet asl, or at least below the 840 foot contour (Figure 7). Surface

drainage into the sinkholes most likely descended through solution enlarged

fractures to a nearly horizontal conduit at or near the water table withina close proximity to the bottoms of thr- -;n',holes. The presence of the

sinkholes predicates the existance of a conduit or easy flow path for the

groundwater away from the bottom of the sinkholes. Conduits or subterranean

passages from several sinkholes could unit as tributaries to form a single,

usually larger, conduit or cavern passage. The main conduit or passage

commonly carries the subsurface drainage to a spring outlet that is tributary

to a surface stream in a nearby valley.

The subterranean conduits function much the same as surface streams,

except that they are roofed or enclosed such as to effect flood flows diffe-

rently than surface streams. Unlike surface streams that overflow their banks

during flood stages, subterranean conduits f i l l to a capacity and then stack

water to the point or level at which it backs up into sinkholes or overflows

into higher, normally dry, subterranean passages. The floodwaters in higher

routes do not always discharge to the same spring as the normal flow levels.

Similar to surface streams, the subterranean conduit should serve as a

low point for water in fractures or smaller solution enlarged voids in the

adjacent and supraadjacent bedrock. That is, the groundwater in the adjacent

rock higher than the conduit should flow towards and into the conduit. Thus,

a conduit may be associated with a sag or depression in the water table,

except perhaps during a flood stage.

The higher water table position in Boring 2 appears to rule out the

probability that this boring is into or along a direct hydrologic route

between the Illinois Central Spring and the Lemon Lane Landfill. The lower

groundwater level reported in Boring 1 would suggest that it is nearer any

subterranean route between the landfill and the Illinois Central Spring.

Boring 1, however, is completed in a deepr groundwater zone. The fact that

PCB's were reported at the I l l i n o i s Central Spring is the sole evidence for

assuming that groundwater movement could be from the Lemon Lane Landfill to

the spring. The fact that no PCB's were reported from the analysis of the

28 and 29 July, 1982 samples from many springs in the area, including the

I l l i n o i s Central Spring, is inconclusive. The possibility remains that "low

flow is in one direction and that some flood waters flow to another soring.

The fact that the pond shown i"i • >.•!.: naps (the 1956 Bloomington

quadrangle and 1976 city map) was not shown on the 1908 Bloomington quadrangle

suggests that the pond was either too small to be shown in 1908, or that the

pond may have been subsequently man made. Regardless of origin, the pond is

apparently 30 to 40 feet above the groundwater level measured in Boring 3.

REFERENCES CITED

Gates, G.R., 1962, Geologic considerations in urban planning for Bloomington,Indiana: Indiana Geological Survey, Kept. Progress 25, 21 p.

Malott, C.A., 1922, The Physiography of Indiana: j_n_ Handbook of IndianaGeology, Indiana Dept. Conservation, Pub. 21, pt. 2, p. 59-256.

Powell, R.L., 1961, Caves of Indiana: Indiana Geological Survey, Circular8, 127 p.

, 1976, Some geomorphic and hy<;r'. ' ;,c implications of jointing incarbonate strata of Mississippian Age in south-central Indiana:unoublished Ph.D. dissertation, Dept. of Geosciences, Purdue Univ., 168 p.

RECORD OF SUBSURFACE EXPLORATION

Boring.

A l t & W l t z l gE n g i n e e r i n g , I n c .

I ' I U ^ L I Nmu. twit tan* t«ijr*jj n . t p n t B o r i n g 7-^-s:, r-::-5.-

S,le Bloomington, Indiana P r n j a r l Nn S2072-C1

Dts:niniDi

'Da rk Gray Clay'ey S"ILT with^\ ? one Large Gravel

-d ish Brown Silty CLAYr wi in some Limestone

FragtDents

'_ Gray LIMESTONE

- Interbedded Layers of Reddish- Brown CLAY and Limestone• Floaters

- Gray LIMESTONE withNumerous Clay Seams

(Rock Core Logged and Classified1 by EEI Geologist)

i

(Continued on next page)

O f H H

-<

c, m

in •

15 •

20 •

25 •

30 •

35 •

40 .

45 •

SAUPlf

1SS

_'Si

3SS

4SS

ÎRC^

xx/^ 2 R C ,

3RCX

X*' >*

A R C X

X' ^^

5RCx

-<xs ss

r6RCx

r7RC"''^ >/,8RCX

//

^RC/XX

10RC'

^

Blou-s per 6"In crenent

3-5-7

1-3-3

4-4-6

7-50/1"

Dr i l l e r ' s Remarks

Rock encounte red at11.2'.1st Run 11.2' to 13.1'. .100% Recovery

2nd Run 13.1' to 16.8' . •1* Recovery (numerousClay Seams)3rd Run 16.8' to 19.5' . -No Recovery

4th Run 19.5' to 2 6 . 8 ' . "

5th Run 26.8 ' to 30.8'. '_100% Recovery

•

6th Run 30.8' to 34.8' . ~_100% Recovery

7th Run 34.8' to 36.3' . m

100% Recovery8th Run 36.3' to 37.8' . .100% Recovery

9th Run 37.8' to 41 .2 ' . -100% Recovery •

10th Run 41.2 ' to 4 6 . 3 ' .-100% Recovery


B-l (Page 2)

Alt k u i t z i gEne 1 neer ing , Inc

Pio jec t

Site

Lemon Lane Landfill

Bloomington. Indiana

Date ol Boring

Project No :

7-16-82. 7-21-82

S2072-C

D E S C R I P T I O N

1-

i

Gray LIMESTONE with numerousClay Seams

(Rock Core Logged and Classifiedby EEI Geologist)

i

1

i

-

i


DCTH

™

50.

55 .

60 •

™

65 .

70 ~

75 •

80 ~

85 ~

90 I

SiMPlI

' 10RC

,1

11RC

^^^- —

^

^^>

^d-

^

^ ^^%>15RC"-v^

^

ilovs per 6"I n c r e m e n t Dri l ler ' s Renarks

10th Run 41.2 ' to 4 6 . 3 ' . -IDO'i Recovery

lltli Run 46.3 ' to 55.7 ' . -100% Recovery •

12th Run 55. 7' to 65 .7 ' -100% Recovery •

-

13th Run 65.7 ' to 75.7 ' "1002 Recovery "

14th Run 75 .7 ' to 86 .7 ' .'1002 Recovery

15th Run 86.7' to 95.8' . \1002 Recovery

RECORD OF SUBSURFACE EXPLORATION AH {. w

Boring B-l (Paee 3)

Pro iec l Htmt Lemon Lane Landf i l l

SUB ? nnTrri not nn. Indi ana

Dale Of Boring 7-16-82. 7-21-82

Project No S2072-C

OE5CHIPTIOI

-.rav LIMESTONE with• • : rous Clay Seams

(Rock' Core Logged and Classifiedby EE1 Geologist)

•

- Boring terminated at 101.2 feet.

1

^

1 Water encountered at 41.0 feetwhile drilling.

i

•

OIPTH

-

95 •••

100 •

-

105 •

110 .

m

m

m

stunt'/'*

x<JS

/^/

////

16RC

^/

Blows per 6"I n c r e m e n t Dr i l l e r ' s Remarks |

J

15th Run 86 .7 ' to 95 .8 ' . "100% Recovery

-

16th Run 95.8 ' to 101.2' .100% Recovery

-

-

-

m

•

RECt)RD OF SUBSURFACE EXPLORATION Alt & uitzigEngineering, Inc.

Project Name Lemon Lane Landfill

Bloomington, Indiana

Date of Boring

Project No :

7-21-82, 7-26-82

S2072-C

DESCRiPTiOl

JUflFiCl

u Bro'.-n Clayey SILT

, _j is : i Brown CLAY withi t r a c e Limestone Fragments

" Gray LIMESTONE with OccasionalClay Seams

(Rock Core Logged & Classifiedby EEI Geologist)

i

i Very Soft Green SHALE


OtPTM

-

c a

10 •

15 •

20 •

25 •

30,

35 •

••

40 •

45 •

SAMPlf

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3SS

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2RC^

3Rc"S ^s

ARC -

SRC ^S ^^

/'S

• 6RCX

S^S/ S

s/,'/,7RCx

^x"8RCs '9RC^

'//,1CT;C

Blows per 6"Inc rement

3-4-4

2-2-2

7-7-9

Driller 's Remarks

•

1st Run 7.5' to 1 2 . 2 ' . ~100% Recovery

2nd Run 12.2' to 16.7'. -100Z Recovery •

3rd Run 16. 7 ' to 2 2 . 2 ' . _100% Recovery •

4th Run 2 2 . 2 ' to 26 .7 ' . _100% Recovery .

5th Run 26.7 ' to 31.0' . "100% Recovery

6th Run 31.0' to 36.3'. -100% Recovery •

7th Run 36.3' to 41.2'. _100% Recovery (

8th Run 41.2' to 4 2 . 2 ' . '100% Recovery9th Run 4 2 . 2 ' to 44 .0 ' . '100% Recovery10th Run 44.0' to 45.6'. '15% Recovery


Bowing B-2 (Pace 2^

Lemon Lane Landfi l lProject Name .

5i tg Blooming ton, Indiana

Date 0< Boring

Project No :

Alt & W U z l gE n g i n e e r i n g , I n c .

7-21-82. 7-26-82

S2072-C


iVc-ry So f t Green SHALE

•

~

•

-

- Gray LIMESTONE with OccasionalClay Seams

(Rock Core Logged & Classified• by EEI Geologist)

•

-

- Boring terminated at 80.0 feet.

- Water encountered at 66.7 feet• while drilling.

i

DtPTM

-\

50.

55.

~

60 i

-

65 .

70 .

75 .

an

85 ;

•

SAMPLE

10RC-

^ J] 1 r' •"

12RC^

^ ^13RC -

sS

14RCX

^ ^15RC^

%16RC

17R(f

LI SRC

. 19RC

//• 20RC

Blows per 6"Increnent Dril ler 's Recarks

10th Run 4 4 . 0 ' to 45 .6 't p mi vtli/4 Recovery

llth Run 45 .6 ' to 4 7 . 4 ' -10% Recovery

Du-Cone 47 .4 ' to 52.8 ' "through very sof tgreen Shale

12th Run 52 .8 ' to 56.5' B

100% Recovery

13th Run 56.5 ' to 58.8' "100X Recovery

14th Run 58.8' to 6.1.6' •1002 Recovery-

15th Run 61. o to 62 .6907. Recovery

Du-Cone 62.6 ' to 68.2'through so f t green Shale.

16th Run 68 2 ' tn 69 0100% Recovery

17th Run 69.0' to 72.0 ' !100% Recovery

18th Run 7 2 . 0 " to 73.0' ~100% Recovery

19th Run 73.0' to 76.0 ' "70% Recovery

20th Run 76.0 ' to 80.0' -75% Recovery

«

WELL DIAGRAM

Ground Surface

Guard Pipe

Cement Grout

Bentonite Seal

Well Screen -/ —

Granular Fill

Bentonite Seal

Granular Fill

Bottom of Bore Hole

Project: Lemon Lane Landfill

Bloomington, Indian

Well No. B-l

Time & DateStarted: 7-26-82 3:30 p . m .

Time & DateCompleted: 7-27-82 1:30 p .m .

Driller's Remarks:

Prepared For:Ecology and Environment, Inc.CMeseo. IllinoisPRCJiCI K»Mf

Lemon Lane LandfillBloorainRton, Indiana

sPrepared By:Alt & Witzig Engineering, Inc.IndianaPolis > Indiana

PROJECT NO OAT{

WELL DIAGRAM

0.0 FT

Bentonite Sea

Granular Fill>

Well

.FT

Bottom of Bore Hole

Project : Lemon Lane L a n d f i l l

Bloore inp ton , I n d i a n a

Well No: B-2

Tim? & DateStarted: 7-26-82. 1:30 p.m.

Time & DateCompleted: 7-27-82. 9:45 a.m.

Driller's Remarks:

Prepared For:Ecology and Environment, Inc.Chicago, IllinoisPftOJtCT IAUILemon Lane LandfillBloomineton. Indiana

Prepared By:Alt & Witzig Engineering, Inc.Indianapolis, IndianarvcufCT to

S2072-C

DAT!

08/82

RECORD OF SUBSURFACE EXPLORATION Alt & v„ , E n g i n e e r i n g , Inc

Lemon Lane Landfil lProject Name _

Site Bloomington, Indiana

Date o1 Boring

Project No :

7-27-62. 6-2-6?

S2072-C

DISCRETION

f r o w n Moist Clayey SILT

1 Brown to Red CLAY withOccasional LimestoneFragments

-

1

" Gray LIMESTONE with numerousClay Seams & Soft Shale Layers

(Rock Core Logged and1 Classified by EEI Geologist)

-

1

i


DtriM

.

-

5 «

10 ~

15 i

20 '.

-

25 '.

30 m

35 I

40 ~

45 i

SiWPLE

1SS

IRC", "

2>.c j••-^^

^^4RC"

5RC"^-^

bRC -

ilows per 6"Inc remen t

4-3-4

Dril ler 's Remarks

-

-

Encountered rock at 22. 04

1st Run 2 2 . 2 ' to 23 .7 '80% RecoveryTri-coned through softclay seam, 2 3 . 7 ' to 25. 2_2nd Run 25.2 ' to 25 .6 ' ~No RecoveryTri-coned through softf * T a \ j cpam 9S fi T fn 9Q fi1

3rd Run 29 .6 ' to 32.6' -100% Recovery

4th Run 32.6' to 36.2' "1002 Recovery

5th Run 36.2' to 38.4' -1002 Recovery

Tri-coned through soft •clay, 38.4' to 43 .6 '

6th Run 43.6 ' to 49.6 ' -1002 Recovery •

RECORD OF SUBSURFACE EXPLORATION Alt i w i t z i gEngineering, Inc.

Bonny B-3 (Page 2^

Project Kame Lemon Lane Landfill

$,te BlootPlneton, Indiana

Dete of Boring 7-27-82. 8-2-82

Project No S2072-C__

D t S C B I F T I O H

-

Gray LIMESTONE with numerousClay Seams & Soft Shale Layers

(Rock Core Logged and• Classified by EEI Geologist)

Boring terminated at 59.7 feet .

•

i

>

DFPTH

—

50.

._

55.-

-

bU .

65.

•

•

•

SAMM

^^

' f ' r ' _ •

^^7RC'^ "

s "^ .

^^ ' , SRC-

slows per 6"Increment Dri l ler 's Remarks

6th Run 43.6 ' co 49 .6 ' _100% Recovery

7th Run 49.6 ' to 55.9 ' .100 X Recovery _

•8th Run 55.9 ' to 5 9 . 7 ' '100% Recovery

_

•

WELL DIAGRAM

Cement Grout''

Bentonite Sea

Granular Fill

Well

Bottom of Bore Hole

FT.FT

Project: Lemon Lane Landfill


Well No: B-3

Time & DateStarted: 8-2-82. 5:00 p.m.

Time & DateCompleted: 8-3-82, 9:00 p.m.

Driller's Remarks:

Prepared For:Ecology and Environment, Inc.Chicago, Illinois

KICJECl DAME

Lemon Lane LandfillBloomington, Indiana

Prepared By:Alt & Wi tz ig Engineering, Inc.Indianapolis, IndianaPKOJKT 10

S2072-C

lorn

08/82


M • n /Bonng B-4 _

Alt i u i t z i gE n g i n e e r Ing , Inc .

Vnmr Lemon Lane Landfi l l

Site Bloomington, Indiana

Date o< Boring

Project No :

8-3-82, 8-5-82

S2072-C

DISCBIPTIDI

-

-eddis,h Brown Silty CLAYto Clay

i

, '

-

•

Gray LIMESTONE

Rock Core Logged andClassif ied by EEI Geologist)

i

•

i


DIPTH

5.•"

10 •

15 ~

20.

"i30 •

35 ~

^

40 •

45 ~

SAHPl!

s s"

K

• IRC"

&

^//////<

' S

//-<>//

^

Blows per 6"Inc remen t Dr i l le r ' s Remarks

-

""

-

Encountered rock at16.4' "

Tri-coned to 17 .2 'through weatheredLimestone

1st Run 17.2' to 26.3 ' .100% Recovery

2nd Run 26.3' to 36.3' m

100% Recovery

3rd Run 36.3' to 46. 3' -1002 Recovery •

-

-

RECORD OF SUBSURFACE EXPLORATION Alt & w i t z l gE n g i n e e r i n g , I n c

Boring B-4 (P.- -e 2)

Lemon Lane Landfil lP/o jec t Kerne

Site Bloomington . Indiana

Dale ol Boring 8-3-82, 8-5-62

Project No • S2072-C

DtSCRiPTiOl

;_

r

' Gray LIMESTONE

(Rock Core Logged and1 Classified by EE1 Geologist)

.

•

-

•

- Boring terminated at 86.3 fee t .

Water encountered at 62.0 feet .

DfPTH

i

50 •

55 .

60 .

65 '.

70 .

75 .

80 j

85 ;

90 .

SAMflf

3RC

^4RC"

^5RC^

<^

6RC^-

^

^

7J(C^

%

Jlows per 6"Inc remen t Dril ler 's Remarks

3rd Run 36.3' to 46. 3' _100% Recovery

4th Run 46.3' to 56. 3' "100% Recovery "

•

5th Run 56.3' to 66.3' "1002 Recovery "

6th Run 66.3' to 76 .3 ' '100% Recovery. "

7th Run 76.3' to 86.3' '100% Recovery

--

•

WELL DIAGRAM

Bentonite

Granular Fill>l

Well Screen4r*t=

Bottom of Bore Hole

Project : Lemon Lane L a n d f i l l

B loon ing ton . I n d i a n a

Well No: B-4

Time & DateStar ted : 8-5-82. 11:00 a .m .

Time & DateCompleted: 8-5-82. 3:00 p.n.

Driller's Remarks:

Prepared For:Ecology and Environment, Inc.Chicago, Illinois

PROJECT kAUELemon Lane LandfillBloomington, Indiana

Prepared By:Alt & Witzig Engineering, Inc.Indianapolis, Indiana

PftOJECT 10

S2072-C

DATE

08/82

Legion Lane Landfill Boring 1

Monroe County, Indiana Bloomington QuadrangleSWs, SE*s, NEJj, Sec. 31, T. 9 N., R. 1 W. , Second Principal Meridian111 EL, 2760 SI, Sec. 31, T. 9 N., R. 1 W.Lat. 39° 10' 19" N., Long. 32° 33' 36.5" W.

Altitude (topographic) 866 corrected to 863Ground level 92.83Top inner casingTop outer casing 94.84Total depth 101.2

1 0-1.5 Red clayey silt, residuum of gravel (E & E Log).

2 1.5-11.2 Red clayey f , i : : . .i, icûm of gravel (E & E Log).

3 11.2-14.0 Limestone, yellowish gray 2.5Y 6/1, micritic, or microcrystal1 "black silicious corals at 13.1-13.2, hard and dense, but breakseasily along numerous low angle silty streaks, grayish oli v e 5Y6/2, contains several scattered low angle stylolites (low anglemay indicate a tilted or slumped block of limestone); red mudalong low angle bedding plane at 11.5; crumbly low angle breakin silty streaks at 12.8; fresh stylolitic break at 13.1 withglauconite streak; high angle fracture with red clay 13.4-13.55

4 14.0-19.5 Clay reported (not seen).

5 19.5-20.05 Limestone, grayish yellow 2.5Y 7/2 to 2.5Y 7/1 light gray.micritito microcrsytalline, dull luster, hard and dense, weathered siltystreaks at top.

6 20.05-26.8 Clay; solution surface on top of underlying limestone.

7 26.8-32.0 Limestone, dolomitic (slow fizz), pale yellow 2.5Y 8/3 to lightyellow 2.5Y 7/3 with light gray 2.5Y 8/8 at top, nicritic to"finely crystalline, bands at 27.2 and 27.7, hard and dense;long white calcite annealed vertical fractures in places; redclay at 27.3 h inch thick; badly weathered zone (soft) 30.5-30.7.

8 32.0-33.4 Limestone, grayish yellow 2.5Y 7/2 to 2.5Y 6/2 fine-grain cry-stalline (sparite), some scattered fossils (pecten-like), withglauconitic (greenish gray) 10GY 6/1 splotches in fine crystal1^-areas at top, and changing to earthy luster micritic 2.5Y 8/2,towards base transitional boundary; weathered earthy lusterlimestones at 32.3-32.35.

9 33.4-36.3 Limestone, dolomitic (slow fizz), light gray 2.5Y 8/?, micritic,earthy luster, hard and dense; bedding plane with red clay at33.8 (some loss of core in previous 3 units).

10 36.3-37.2 Shale and limestone: limestone similar to above with lightgreenish gray 10GY 7/1 shale, calcareous, convoluted beds orweathering cavities in upper part; calcareous shale only in lowerpart.

11 37.2-38.15 Limestone, dolomitic, yellow 2.5Y 8/6, micritic, soft; deeolyweathered, WET ZONE.

Lenon Lane Landfill Boring 1

12 38.15-11.50 Limestone, dull yellow orange 10YR 1/2 to 10YR 7/3, m i c r i t i c , wi:scattered small grey pebbles, dull luster, hard and dense,stylolite at 38.80; vuggy with solution enlarged cavities to 1"-wide in upper .5 foot; white patina to chalky debris in vuggy zo-at 40.3, 40.85 and 41.0 to 41.4; friable vuggy zone at 41.1 to41.4; closed vertical fracture 41.0+ to 41.?, high angle, fracturt41.35-41.50.

13 41.50-45.0 Limestone, grayish yellow brown 10YR 6/2, nicrit^c to lit^ccv^:1

hard and dense to brittle; very steep inclined joint 41.50 '.41.80, vertica1 ^ - •" '1-?.35 to 43.3; vuggy zone 42.7 to £?.".

M 45.0-45.6 Limestone, grayish yellow brown 10YR 6/2, micritic, du 1!hard and dense; deeply weathered ("punky") 45.2 to 45.5 alonevertical zone; bedding plane solution at base of unit.

15 ' 45.6-46.0 Limestone, dull yellow orange 10YR 6/3, micritic, lithographic,hard and dense, very brittle, includes numerous l i g h t smallangular grains; iron stained and solution pitted vertical joint45.8 to 46.0.

16 46.0-47.6 Limestone, dull yellow orange 10YR 6/3, micrHic, d u l l luster, haand dense; bedding planes weathered at 46.65, 46.85, 46.95 withsome solution, 47.54 with solution enlarged openings , 47.6 withsolution openings; low angle fracture with solution 47/25-47.30including iron stained rind; vertical fractures annealed withcalcite 46.0 to 46.55, dissolved calcite 46.55 to 46.8.

17 47.6r48.1 Limestone, dark grayish yellow 2.5Y 5/2, micritic to microcry-stalline, hard and dense, with white to clear crystalline patchesvuggy, with solution enlarge bedding- plane at top, 47.85 to 47.8 *48.1 has large (3/4 inch) solution voids.

18 48.1-48.6 Limestone, grayish yellow 2.5Y 6/2, micritic or lithographic, hareand dense, brittle; lighter streaks at 48.3-; vuggy bedding planesolution at about 48.2, 48.3 and 48.6; solution widened, ^ronstained inclined fracture 48. 1-48. 2-; and vertical fracture 48.3-'48.6.

19 48.6-50.05 Limestone, light yellow 2.5Y 7/3, micritic, dull luster, hard anddense, darker sand size grains in places, calcite annea^d vertic;fracture in top part of unit.

20 50.05-50.35 Shale, light gray 5Y 7/1, indistinctly bedded, with glauconiticspots and streaks, calcareous, soft.

21 50.35-50.45 Limestone, yellowish gray 2.5Y 6/1, micritic, solution along beddi'planes top and bottom.

22 50.45-52.0 Limestone, yellow gray 2.5Y 6/1, micritic, dull luster, hard anddense, bottom .15 silty and shaly.

23 52.0-52.3 Limestone, dolomitic (slow fizz), grayish yellow 2.5Y 6/2,micritic, dull to earthy luster, hard and dense; few small vugs irtop.

Lemon Lane Landfill Boring 1

24 52.3-53.9 Limestone, light gray 2.5Y 8/1, rrp'critic, dull luster, hard anddense; numerous small vugs in upper part decreasing downward;possible weathered bedding planes at 52.8 and 53.0.

25 53.9-55.1 Limestone, light gray 2.5Y 8/1, micritic, chalky luster, hardand dense; weathered high angle fracture 54.0-54.15; weatheredsteeply sloping fracture 54.3-54.6; deeply weathered to solutionenlarged vertical fracture 54.6-54.8; solution on bedding oâne54.85; basal bedding plane weathered.

26 55.1-56.2 Limestone, ye 11 ru-•• • '' <ir?.y 2.5Y 5/1, micritic to nicrocrystal 1;- .hard and dense, •.,- .-^stein," grades downward to laminated s^1',,.grayish yellow 2.5Y 6/2 at 55.41; then to yellowish gray 2.5Y5/1, with an organic zone at 55.75 brownish black 2.5Y 3/1; basalpart vuggy 55.9-56.2; several pieces of core reversed and out of

place in this unit.

27 56.2-59.55 Limestone, dolomitic (slow fizz), gray 5Y 5/1 to light gray 5Y 7/1at top, micritic, dull luster, hard and dense, "worm tracks"in places, unevenly laminated in part.

28 59.55-60.0- Clay shale, calcareous, light gray 2.5Y 8/1, laminated 59.55-59.65but blocky fracture, nonlaminated, with irregular vertical blackstringers 59.65-60.0--

29 60.0--60.5- Limestone, gray 5Y 5/1, fine crystalline to micritic, hard anddense; top shaly; bottom grades into underlying shale.

30 60.5--60.7- Shale, gray 5Y 6/1, finely lamined, soft.

31 60.7--66.8- CORE LOSS

32 66.8--67.20- Limestone, same as 60.0-60.5; top grades upward into shale; bottorrcontact sharp with underlying unit.

33 67.20--67.30- Limestone, shaly, organic, dark grayish yellow 2.5Y 5/2, finelylaminated, hard and dense, somewhat fissil.

34 67.30--67.85- Limestone, light gray 2.5Y 3/1, micritic, earthy to chalky luster,soft.

35 67.85--67.9- Limestone, olive black 5Y 3/1, finely laminated but not fissil,hard and dense.

36 67.9--72.3 Limestone, gray 5Y 6/1, micritic, dull to very dull luster,unevenly laminated in part, large weathered iron stained and vuggycoral in top; vertically fibrous sparry lens (celestite) at 69.3and sparry lense at 69.65 and sparry band at base of unit inthin organic shaly zone.


37 72.3-77.2 Limestone, gray 5Y 5/1, micritic to microcrystal1ine, fossi 1 iwith calcite f i l l i n g , organic shaly in top .05+; slightly fetidin bottom 1.7 feet, base of unit black organic shaly; small vugscommon 74.1-74.3.

38 77.2-79.1 Limestone, gray 5Y 5/1, micritic and microcrystal1ine to mediumcrystalline, slightly fossi1iferous, glauconitic color to somecrystalline calcite spots; unit contains numerous small vugs,some crumbly areas.

39 79.1-81.2 Limestone, yellowish aray 2.5Y 6/1, micritic to microcrystal 1<n^.includes num^-- calcite spots "eyes," lower contactgradational; siyIDMtes at top and 79.45; vuggy in places, 79.2-79.8 and 80.7-80.8; slightly weathered vertical fracture 79.6-80.4.

40 81.2-82.7 Limestone, light gray 10YR 8/1, micritic, clayey to silty, earthyluster, hard and dense dark stringers, bottom .6 (82.1-82.7) withcontorted laminations of darker silty streaks; CELESTITE band at82.5.

41 82.7-83.15 Shale, to shaly limestone, dark grayish yellow 2.5Y 5/2, hard anddense but parts readily, fossiIferous.

42 83.15-84.2 Limestone, light gray 7.5Y 8/1.with greenish mottles ,-micritic ,dull luster, several sets of graded very fine grain beds about .2thick i, small granular pyrite nodules as "eyes" in places,spotty as small lenses in other places.

43 84.2-86.7 Limestone, greenish gray 10GY 5/1, micritic,fine!y laminated withsilty streaks, possibly micaceous on silty streaks, clayey glauconitic bands up to 1/8" in lower .15 foot.

44 86.7-87.5 Limestone, dark greenish gray 10GY 4/1, micritic to microcrystal-line, but laminated in part, includes white irregular sparryinclusions, some lenticular, bottom .1 shaly; vug at top-includes quartz crystals and possibly small ankerite crystals.

45 87.5-91.4 -Limestone, light gray 5Y 8/1 to 5Y 7/1, some darker splotches,micritic, d u l l luster, hard and dense but parts on silty streaks,laminated for most part, contorted and includes green siltymaterial from above unit in top .2 foot, possible vertical fractu88.4-38.8;- vuggy at 91.1 and 91.2; some "dollars" from rotatingpartings during d r i l l i n g .


46 91.4-92.05 Limestone, light gray 7.5Y 7/1, micritic with very small crysta1-line inclusions, mostly dark inclusions and numerous small(macroscopic) vugs, laminations in base of unit contorted.

47 92.05-94.8- Limestone, grayish yellow 2.5Y 7/2, micritic, dull luster, hardand dense, indistinctly laminated, breaks across laminations,bottom contact color gradational.

48 94.S--97.2 Limestone, gray 5Y 5/1, micritic, dull luster, laminated but Kv •and dense, breaks across laminations.

49 97.2-97.6 Limestone, ol : > - bands 5Y 3/1 in lighter gray m a t r i x , 1.-..amplitude stylo li t e with three graded zones of color and grai'.size from very fine to micritic.

50 97.6-98.4 Limestone, light gray 7.5Y 7/1, with sand size darker "oo1;<:e"grains, micritic with sand size grains.

51 98.4-98.7 Limestone, grayish yellow 2.5Y 7/2, with darker sand size "oo'Uegrains, hard and dense, stylolite at 98.6.

52 98.7-99.2- Limestone, grayish yellow, 2.5Y 6/2, finely crystalline, hard arc:dense, bottom contact gradational.

53 99.2--101.2 Limestone, light gray 2.5Y 7/1, finely crystalline, "oolitic,"hard and dense, vuggy in places, stylolites at 99.55 and 99.70,latter with black "petroliferous" stain in solutional cavity.

54 T.D. 101.2


Monroe County, Indiana Bloomingtor. Q'jac.Vang1eSW corner, SE^, SE*i, NE^, Sec. 31, T. 9 N., R. 1 W., Second Principal Meridian550 EL, 2680 SL, Sec. 31, T. 9 N., R. 1 W.Lat. 39° 10' 18" N., Long. 32° 33' 29" W.


1 0-7.5 Red silty clay/gravel.

2 7.5-8.35 Limestone, m-.- •-• -"low 2.5Y 7/2, fine grain crystalline, ;

and dense, suvurji low amplitude stylolites; weathered an'stained; nearly vertical fracture 7.65-8.10.

1 r

8.35-11.1 Limestone, light gray 2.5Y 7/1, micritic or lithographic withfine crystalline areas, hard and dense, abundant stylolites(47± in 2.8') mostly with very fine spikes, a few with .10vertical range from side to side; possible weathered beddi ngplane at top; shaly streak at bottom.

11.1-13.1 Limestone, yellowish gray 2.5Y 6/1, very fine grain crystalline,few fossils, hard and dense, stylolitic and silty streaks intop .25.

13.1-19.6 Limestone, gray 5Y 6/1, fine to medium crystalline with minormicrite, hard and dense, abundant stylolites, very few fossils;CHERT (pinkish) light gray 5YR 8/1, with irregular black rinsand small dark spnts, fossiliferous at 13.95; solid brownishblack 10YR 3/1 at 16.0, 16.45-16.9 (very irregular mass);weathered and iron stained irregular vertical fracture 16.6-16.8

19.6-21.4 Limestone, gray 10Y 6/1 (glauconitic cast), micritic, silty, somesmall whole bivalve fossils and fenestrate bryozoans, hard anddense with abundant greenish silty streaks.

21.4-26.4 Limestone, gray 5Y 6/1, fine grain crystalline with some micritehard and dense, abundant stylolites, a few whole fossils; CHERT",irregular stringer, black 21.7 (.05 thick), 23.2 (.025 thick),irregular masses black, some with gray centers, 23.3-23.7,24.05-24.35 with streak of glauconite, medium gray with pinkishcream 24.4-24.5, p i n k i s h center with white rim~24.8 (.05 thicknodule), pinkish with gray rim 25.3-25.4, snail spots at 25.8,black irregular mass 26.05-26.15..

26.4-30.7 Limestone, light gray 5Y 7/1, fine grain crystalline, withnumerous glauconitic silty streaks, greenish gray 10GY 6/1, hardand dense but parts on silty streaks; CHERT, small lens ofblack (.025 thick) 27.85; large medium gray (.10 diameter) baTsat 28.45-28.55, irregular tabular mass, dark to light gray 29.4-29.5; slightly weathered, very irregular or rough verticalfracture 28.6-28.90.


9 30.7-37.1 Limestone, light gray 5Y 7/2 to 5Y 7/1, fine to very fine graincrystalline, hard an^ dense (basal foot very tough 36.3-37.1),partially silicified solitary corals at 32.9-33.1, few stylo"Hteexcept at 33.1-34.1, high amplitude (3/4 ") stylolite at 34.9,few stylolites at 35.0-, calcit3 crystals in vugs 1"- indiameter at 36.7 and 36.8, bottom contact sharp and inclined;weathered stylolite at 36.16, possible weathered bedding planesbut lost owing to spin in core barrel; iron stained nearlyvertical irregular fracture 34.25-34.5; slightly weatheredsteeply inclined fracture 35.2-35.4; deeply weathered, ironstained irregular vertical fracture 35.7-36.1.

10 37.1-39.0 Limestone, o i . v t gray 2.5GY 6/1, micritic to very fine graincrystalline, hard and dense but with glauconitic silty streak-:-.

11 39.0-40.1 Limestone, as above, but with very abundant glauconitic siltystreaks, inclined bedding planes in bottom .5 of unit; possiblevertical fracture 39.5-39.7.

12 40.1-40.55- Shale or clay shale (mashed sample), light greenish gray 10GV

7/1 to 8/1, finely laminated in cart, soft, calcareous.

13 40.55--41.0 Limestone, light gray 7.5Y 7/1, microcrystalline, ve^y hard anddense, brittle; inclined fracture with glauconite on faces intop .10 of unit.

14 41.0-41.1- Shale or clay shale, non-calcareous to slightly calcareous, asabove, mashed sample.

15 41.1--41.6- Limestone, dark grayish yellow 2.5Y 5/2, lithographic, hard anddense, brittle; very irregular vertical fracture packed withoverlying clay shale.

16 41.6--44.0 Dolostone (very slight fizz) light gray 7.5Y 8/1, (white),micritic, earthy to chalky luster, some greenish glauconiticstreaks at all directions, medium hard.

17 44.0-52.8 Shale or clay shale, calcareous, as above, mashed up beyond allrecognition.

18 52.8-54.0 F i l l , silt or clay, calcareous iron stained chert in top of uni

19 54.0-61.6 Dolostone (slow fizz), grayish yellow 2.5Y 7/2 to lig h t gray 2.E8/1, micritic (very finely crystalline), dull to earthy luster,hard and porous, si ightlyharder and more calcareous zone 56.5-59.4 (macro-vuggy zone 57.0-58.0); nearly vertical slightlyweathered slickensided high angle fracture 55.4-55.6; crystallirlined vertical fracture (open) 57.7-58.3; high angle fracture58.4; irregular vertical calcite annealed fracture 58.4-59.3.

20 61.6-68.2 Shale and clay shale, light greenish gray 10GY 8/1, calcareous;mostly lost in coring.

Lemon Lane Landfi 1! Boring 2

21 68.2-68.55- Limestone, yellowish gray 2.5Y 6/1, microcrysta 11ine, hard anddense, top piece recored.

22 68.55--68.S5- F i l l , tan, siHy,.laminated, calcareous, oxidized in part.

23 68.65--70.2- Limestone, brownish gray 10YR 6/1, micritic to lithographic,hard and dense, brittle, some small vugs with c halky residue,whole fossils in bands; slightly iron stained vertical fracture68.65-68.80 into badly broken core; iron stained and c a l c i t ecoated high angle fractures 6°.4-69.5, 69.9-70.0 (lower par*.missing); TOW an^'e êdd^c plane or fracture wHh -iron st.vn

and c a l c ^ t . - - _. ''".5; possible solution zoê at 69.£ b..-'•_.badly broken core.

24 70.2--70.6- Limestone, pale yellow 2.5Y 8/3, micritic, earthy luster, hareand dense, porous towards base.

25 70.6--71.2- Limestone, grayish yellow 2.5Y 6/2, micritic or lithographic,hard and dense, brittle; steeply inclined vertical fracture irorstained with calcite 70.8- to 71.1- in badly broken core.

26 71.2--71.45- F i l l , s i l t or clay, pale yellow 2.5Y 8/4, calcareous.

27 71.45--71.65- Limestone, pale yellow 2.5Y 8/3, micritic, earthy luster, hardbut crumbles easily with hammer, iron stained.

28 71.65--73.0 CORE LOSS

29 73.0-73.9 Limestone, light gray 2.5Y 8/2, micritic, chalky to earthy lustehard and porous in places, hard and dense otherwise; calciteannealed irregular vertical fracture 73.0-73.9; top of unitiron stained as well as top .10 of fracture to suggest extremeweathering; vugs .10 across at 73.3 with chalky residue.

30 73.9-75.6 Limestone, grayish yellow 2.5Y 7/2, m i c r i t i c , d u l l luster, hardand dense, unit traversed by calcite filled vertical fracturefrom overlying unit, slight fetid odor at about 74.5-75.0.

31 75.6-75.8 day shale, light gray 2.5Y 7/1, soft, finely laminated.

32 75.8-76.4 Limestone, grayish yellow 2.5Y 7/2, micritic, silty, soft,earthy luster, porous in part, minute to small vucs.

33 76.4-79.5- Limestone, yellowish gray 2.5Y 6/1, micritic to microcrystal1inedull luster, hard and dense, trace fetid odor.

34 79.5--80.0 CORE LOSS

35 T.D. 80.0

Lemon Lane L a n d f i l l Boring 3

Monroe County, Indiana Bloomington, IndianaNear Center E4, SW*s, N'E*s, Sec. 31, T. Q N. , R. 1 W. , Second Principal1580 EL, 2050 NL, Sec. 31, T. 9.N., D. 1 W.Lat. 39° 10' 24.5" N. , Long. 32 33' 43" W.


1 0-22.2 Red clayey silty residuum; split spoon 0-1.5, triconed to ??.

2 22.2-23.7 Dolostone (slow t- 'vz) pa'e yellow 5V 8/3, micritic, d u 1 1 1-hard and den^L, i... ic nt f i l l e d irregular vertical fracturestop part, badly broken core.

3 23.7-25.6 CAVE FILL, triconed

4 25.6-32.50 Dolostone, (slow fizz), light yellow 2.5Y 7/3, micritic, dull toearthy luster, hard and slightly porous; tabular CHERT, lightgray 7.5Y 8/1 with dark center 30.80-30.85; numerous small vugs29.3-29.45, 29.75-29.85, 30.55-30.75; basal 1.0 oxidized.

5 32.50-32.55 Dolostone (slow to fizz), pale yellow 2.5Y 8/4, oxidized, siltyand laminated, hard and dense; vêathered.

6 32.55-34.85 Dolostone (slow to fizz), pale yellow 2.5Y 8/3, micritic, dullluster, hard, slightly porous; stylolite at 34.65; irregularvertical fracture iron stained and calcite coated, 32.55-34.85.

7 34.85-36.0 CORE LOSS

8 36.0-36.6 Limestone, grayish yellow 2.5Y 7/2, micritic to microcrystall ine,hard and dense, dull luster, pyrite stringer; CHERT, light gray10YR 8/1, with white rind, at base of unit 36.55-36.60; calcitefilled vertical fracture through unit, high angle racture 36.0-36.15.

9 36.6-38.7 Dolostone, light gray 2.5Y 8/2 to 7.5Y 8/1, micritic, dull toearthy luster, hard and dense, slightly porous in places, greencalcite eyes 37.1-37.6, some calcite filled tight nearly vertica'fractures.

10 38.7-38.9 Shale to limeshale, light greenish gray 10GY 7/1, poorlylaminated, calcareous.

11 38.9-43.6 CORE LOSS, piece of red day. Triconed 38.4-43.6.

12 43.6-44.3 Limestone, yellowish gray 2.5Y 6/1, micritic, dull luster, hardand dense, bottom k" shaly, same as top .05 of next lower unit,calcite annealed irregular horizontal fracture at 43.75.


13 44.3-44.7- Limestone, yellowish brown 2.5Y 5/3, micritic, laminated, hardand dense, lower boundary transitional.

14 44.7--45.2 Limestone, yellowish gray 2.5Y 6/1, lithographic, hard and dense,small whole fossils in band at 44.9.

15 45.2-46.0 CORE LOSS, recored limestone piece .15 thick.

16 46.0-49.2- Limestone, grayish yellow brown 10VR 6/2, mic r i t i c l i t h o g r a p h i c .hard and dense (badly broken core with possible mislocated orout of sequence n^'ês); includes dull îcritic limestone '•'places; vert ;. ' /re in top of unit .3+; w h i t i s h c halkyresidue in vugs towards base of lithographic unit.

17 49.2--*9.5 CORE LOSS

18 49.5-50.0 Limestone, light yellow 2.5Y 7/3, micritic, dull to earthyluster, hard but crumbles under hammer blow; top has calcitedeposition V thick.

19 50.0-52.30 Limestone, dolomitic (slow to fizz in top and bottom), grayishyellow 2.5Y 7/2, micritic, earthy luster, hard and dense.

20 50.30-52.7 Shale, clay shale, light gray 2.5Y 6/2, indistinct bedding,1 calcareous; includes .20 CORE LOSS.

21 52.7-53.8 Limestone, grayish yellow 2.5Y 7/2 to yellowish qray 2.5Y 6/1micritic to microcrvstaTline, hard and dense.

22 53.8-53.85 Clay, light gray 5Y 7/1, calcareous, with some very small vugs orcavities.

23 53.85-55.9 2.05 CORE LOSS IN GRAY CLAY CAVE FILL

24 55.9-58.85 Dolostone, grayish yellow 2.5Y 7/2, micritic, earthy luster, hard.porous, slightly vuggy 57.1-57.8.

25 58.85-59.0 Clay, light gray 2.5Y 7/1, laminated, hard when dry, calcareous.

26 59.0-59.7 CORE LOSS

27 T.D. 59.7

Lemon Lane Landî 1! Boring 4

Monroe County, Indiana Bloomington QuadrangleNW corner, NE>a, SE'i, NE»s, Sec. 31, T. 9 N./R. 1 W. , Second Principal Mer^dian550 EL, 1420 ML, Sec. 31, T. 9 N., R. 1 W.Lat. 39° 10' 30.5" N., Long. 32° 33' 30' W.

Altitude (topographic) 8%Ground level 119.98Top inner casingTop outer casing 122.99Total depth 86.65

1 0-17.2 Augered to 16.4 to bedrock, then triconed to 17.2.

2 17.2-21.95 Limestone, ar?v; •• ''ow 2.5V 7/2, fine grain crystalline U,microcrystal 1 i i i u , rossi 1 iferous in part (fenestrate bryozoans'',hard and dense, small glauconite spots, small oxidized pyritegrains; CHERT mostly light gray 10YR 8/2 with lâht and darkerareas, ball at 17.25-17.45 ball at 17.5-17.6. disc at 17.7-17.c.ball at 18.0-18.1, disc at 18.3-18.4, spot 18.6, edge of disc18.95-19.0, edge of disc 20.9-20.°5, edge of b a l l 21.05-21.15,trace of chert 21.30; stylolites common 19.0-19.7, 20.4-20.5;solution enlarged and iron stained stylolite, low angle, at18.10, iron stained stylolite at 19.0, weathered stylolite at20.45, 21.3.

3 21.95-25.20 Limestone, light gray 5Y 7/1, micritic, dull luster, fossili-ferous (bivalves and fenestrate bryozoans), large whole fossilsin places, parts unevenly readily by hammer, hard and dense,shaly streaks at top, 22.05, 22.3-22.35, 22.5, and glauconiticshaly streaks 22.55, 22.65, glauconitic shale bands at 24.80-24.85, 25.0-25.05 and streaked in limestone 25.10-25.20;CHERT, grayish white N 8/1 rims in part on gray N 5/1 and 6/1tabular discs, fossi1iferous, at 22.35-22.40, 22.6-22.7, 23.0(h" thick) 24.4-24.45; weathered bedding planes at 23.50.

4 25.20-26.15 Limestone, light gray 2.5Y 7/1, crystalline fine to medium withmicritic blobs, fossi1iferous, hard and dense; weathered lowangle break in silty streaks at 25.35, laminated f i l l (k"-)in bedding plane at 25.6, weathered bedding plane at bottorr.

5 26.15-29.25 Limestone, grayish yellow 2.5Y 7/2, fine crystalline to micro-crystalline, hard and dense, solitary corals with blacksilicious and clear calcite f i l l i n g at 27.9-28.3; CHER" lightgray 5YR 8/2 with black spots and partial very thin rim at26.65-26.7+; stylolites at 26.5, 26.55-26.60 (V amp) 26.70,26.75, 27.20-27.6 (numerous), 27.'9 (in top of corals); weatheredbedding plane (possibly stylolite) at 26.7, 27.5, and slightlysolutioned enlarged stylolite at 28.15 (in corals); steeplyinclined very rough fractures 27.75-28.15, inclined fracture28.95-29.1 slightly weathered with minor red mud stain, thinred mud fill at 20.25 on weathered bedding plane.


6 29.25-33.9 Dolostone, light yellow orange 10YR 8/3 to pale yellow 2.5Y 8/3,very fine crystalline, dull *o earthy luster, hard and porous,dense in part, scattered fossil zones (fenestrate bryozoans),several calcite lenses or possible -ôssi1 casts, small ca'lcitecoral "eyes" 32.3-32.5, numerous small vugs in fossil zones,basal .05 of unit is light gray 2.5Y 8/1 and is only unweatheredpart, vertical calcite with pyrite in basal .05; very irregularnearly vertical fracture with iron stains but generally tic1".33.25-33.9; possible weathered a^c1 dissolved bedding p'ane30.3, 31.8.

7 33.9-34.0 Shale, l i g h t nr. -'• gray 10GY 7/1, laminated, olaucontic,

8 34.0-34.3 CORE LOSS

9 34.3-35.4 Limestone, gray 5Y 6/1, microcrystal1ine, dull luster, l a m i n a t ehard and dense with soft glauconitic shaly streaks, V shaleband at 34.40.

10 35.4-39.4 Dolostone (slow fizz), light gray (white) 7.5Y 8/1, very finegrain, with chalky to earthy luster, hard and dense, slightlyporous, numerous vertical glauconitic stringers, sone calcitei n f i l l i n g of breccia cavities, base of unit includes streaks or

shale from below; slightly weathered low angle smooth beddingplanes at 38.85 and 39.0.

11 39.4-40.6 Shale or clay shale, dolomitic, fizzes after penetration,greenish gray 10GV 6/1, laminated to massive nonlamainated :nmiddle part, soft (relatively intact core).

12 40.6-41.4 Dolostone (slow fizz), light gray 7.5Y 8/1, micritic, hard anddense, lower .5 intermixed with greenish gray 10GY 6/1 mudstorewith vertical contacts, units breaks easily with hammer.

13 41.4-42.6 Dolostone (slow fizz), light gray (white) 7.5Y 8/1, very finegrain, chalky luster, hard and dense; iron stained steeplyinclined fracture at 42.3-42.6.

14 42.6-43.6 Conglomerate, calcareous, light gray 7.5Y 8/1, dolomitic (sôwfizz) micritic matrix with micrite oebbles to .075 long,glauconitic pebbles or i n f i l l ings, calcite i n f i l l i n g of vugs;bottom .15 oxidized.

15 43.6-43.9 Limestone, pale yellow 7.5Y 8/2, micritic, chalky luster, hardand dense (note: top of this unit fits base of overlying unit-bottom of this unit broken by drilling).

16 43.9-44.0 Conglomerate, as above, smaller grains, on weathered irregularcontact with underlying unit, this unit badly weathered andiron stained.

Lemon Lane L a n d f i l 1 Boring 4

17 44.0-49.3 Limestone, dolomitic (slow fizz), pale yellow 2.5Y 8/3 to l i g h tyellow 2.5Y 7/3, very fine grain, in part laminated near top,and at 45.3-45.5; CHERT, irregular light colored horizonta1

mass at 45.7-45.8, very minute vugs in scatteredp laces, baseof unit horizontal; inclined fracture at 47.7-47.8, tan mudfilled void at 47.8-47.9 very calcareous and has very smallvugs in fill.

18 49.3-50.55 Limestone, grayish yellow 2.5Y 6/2, micritic to microcrysts11 -•-••hard and dense, glauconite band 1/16" at .05 above base of i:'.

19 50.55-52.50 Limestone, ^ ' ••/ 2.5Y 8/2, micritic, perhaps dolomitic(slow fizz), iidcu ar'd dense, base of unit shaly, glauconitk :••oxidized k" above and below.

20 52.50-53.0 Lime shale, dolomitic (slow fizz), light greenish gray 10GY II'..parts irregularly easily with hammer, slightly porous, bottomsoft; top V oxidized.

21 53.0-56.3 Shale, light yellow 2.5Y 7/4, bedding indistinct, mostly contortcalcareous, with whitish streaks.

22 56.3-58.05 Limestone, pale yellow 2.5Y 8/3, micritic, dull luster, hard anddense, but the minute vugs in places: solution enlarged incline-bedding planes 56.7-56.8, 56.9-57.15*.

23 58.05-59.65 Limestone, light gray 2.5Y 8/2, micritic, dull luster,hard anddense, vertical fracture with white calcite f i l l i n g 58.05-thinsto nil to 59.65; vuggy zone, interconnected with tan micriticinfilling 59.1-59.45, and broken at 59.35 but not weathered.

24 59.65-59.70 Shale, pale yellow, 2.5Y 8/3, with bright greenish streaks,finely laminated, soft, weathered shale, calcareous.

25 59.70-61.3 Limestone, light gray 2.5Y 7/1, micritic and sublithoaraoh^c,hard and dense, brittle (core badly broken owi-rg -Q cress'"., oftwo smooth vertical fractures and a fifth abuting verticalplane-open joints, with possible red clay infilling); crossedvertical fractures from top (broken core) to 60.6; unweatheredirregular steeply inclined fracture 60.9-61.15, solutionenlarged vertical fracture 61.15 to 61.30 with vuggy surface.

26 61.3-62.05 Limestone, yellowish gray 2.5Y 6/1, micritic, dull luster,hard and dense; irregular vertical to steeply sloping fracture,slightly weathered 61.3-61.85, curved fracture with dendrites,slightly weathered 61.85-62.05; top of unit vuggy by solutionfrom overlying porous zone (core pieces mixed and reversed inbox).

27 62.05-62.55 Limestone, pale yellow 2.5Y 8/3, micritic, dull to earthy luster,hard and dense.


28 62.55-63.70 Limestone, grayish yellow 2.5Y 6/2, 1ithcc-a:-::, br-'ttle, hardand dense; high angle fractures 62.55-62.65 (left to rightslope), 62.70-62.85, 62.75-62.90, 63.0-63.15, 63.05-63.20,63.20-63.35 (right to left slope), with essent^ly a-; spacessolution etched; bottom contact weathered and oxidized.

29 63.70-64.55 Limestone, light gray (white) 7.5Y 8/1, mic r i t i c , silty, chalkyto earthy luster, hard and dense.

30 64.55-65.1 CORE LOSS

31 65.1-66.8 F i l l , s i l t s a'V •' .- . pale yellow 5Y 8/4, laminated, o x i d i , - - _on some la m i n a t loir.,, (mashed sample).

32 66.8-66.85 Limestone, d u l l yellowish brown 5Y 5/4, micritic, hard and dense.

3L '66.85-67.40 Limestone, breccia, dull yellowish brown, 5Y 5/4, mi c r i t i c , hardand dense; pieces in part annealed with calcite; appearspermeable; badly broken core-much loss of core.

34 67.40-68.15 Limestone, grayish yellow 5Y 7/2, micritic, silty, earthy "uste1",hard but breaks easily with hammer, porous, vuggy near top andbottom.

35 68.15-69.1 Limestone, grayish yellow 2.5Y 7/2, micritic, hard and dense,dull luster in top, brighter towards base.

36 69.1-70.40 Limestone, dolomitic,-grayish yellow 2.5Y 7/2, micritic, earthyluster, hard, vuggy :n part, porous in part, "st^kstein," lower.30 dense and very slow to fizz (dolostone).

37 70.40-70.6 Limestone or siltstone, light gray 2.5Y 8/1, poorly laminated,calcareous, soft in lower part.

38 70.6-70.75 Limestone, yellowish gray 2.5Y 5/1, micritic to microcrsytal1ine,hard and dense.

39 70.75-70.90 Shale, grayish yellow 2.5Y 6/2 dry, blackish when wet, laminated,soft (much core loss).

40 70.90-72.85 CORE LOSS in shale

41 72.85-74.1 Limestone, grayish yellow 2.5Y 6/2, micritic, hard and dense;unweathered nearly vertical fracture 73.4-74.1.

42 74.1-76.3 Limestone, grayish yellow 2.5Y 6/2, micritic, earthy luster,abundant minute vugs, hard and vuggy towards base; nearlyvertical fracture, 74.75-75.9; vertical fracture 75.45-75.7(both appear to be "drys" at right angles).


43 76.3-77.65 VOID

44 77.65-78.35 Limestone, grayish yellow 2.5Y 7/2, micritic, earthy luster,hard and dense (top of unit recored).

45 78.35-78.40 Shale, dark brown 10YR 3/3, organic, laminated, soft.

46 78.40-79.80 Limestone, dolomitic (slow fizz), light gray 2.5Y 7/1, m i c r i t i c ,dull luster, hard and dense, calcite~"eyes" 79.5-79.S.

47 79.80-80.4 CORE LOSS .10 reddish fragment of overlying limestone.

£8 80.4-80.8 Limestone, l i g > : ; ji ay 2.5Y 8/1, micritic, dull luster, hardand dense.

49 80.8-82.55 Dolostone (slow to fizz) light gray 7.5Y 7/1 to gray N 6/1,micritic, silty porous, hard, parts irregularly with hammer Me1.-..

50 82.55-82.90- CORE LOSS AND BROKEN CORE.

51 82.90--83.7- Limestone, light gray 7.5Y 8/1, micritic, dolomitic (slow tofizz), hard and dense, some lighter soots, possê worn-burrows, in top.

52 83.7-84.05 CORE LOSS AND BROKEN PIECES.

53 84.05-84.25 VOID (driller)

54 84.25-84.55 Limestone, yellowish gray 2.5Y 6/1, micritic, finely laminated,very tough and dense; top of unit vuggy and solution modifiedwith black stain.

55 84.55-84.75 Shale, yellowish gray 2.5Y 4/1, (dark gray) finely laminated,hard but parts readily, calcareous.

56 84.75-85.05 Limestone, gray 5Y 5/1, micritic, dull luster, hard and dense.

57 85.05-85.35 Shale, yellowish gray 2.5Y 5/1 (dark gray) finely laminated,hard, with whole fossils, calcareous; low angle fracture at85.25-85.30.

58 85.35-85.80 Limestone, gray 5Y 5/1, micritic, dull luster, hard and dense.

59 85.80-86.0 Shale, yellowish gray 2.5Y 4/1 (dark gray) organic, finelylaminated, hard and dense, calcareous.

60 86.0-86.65 Limestone, yellowish gray 2.5Y 5/1 (dark gray) micritic, d u l lluster, hard and dense.

61 T.D. 86.65

APPENDIX LL-3

x !

APPENDIX LL-3

SUBSURFACE AND WELL LOGS. 1982-1983

WELL 1SWELL COLUMN

GEOLOGICCOLUMN D E S C R I P T I O N CAL IPER D I A M E T E R ( I N C H E S ) G A M M A R A Y COUNT ( M I N U T E S )

860 -t»«.*2' 1

MM'-, I

"* mOTCCTtVC i f*-1ITCEL CABINS Ul/ P

LOCKIN6 CA*-

850 -

840 -

8 3 0 -

«'0 •ONEHOCE -

82O -1/2" *VC CA3W«

2 1/2" PVC SCKCCN —

LIMESTONE. on»T TO murr,• O^T AMD SHALE, ««*t

eriAr, forrLIMESTONE, OKAY, torT tSHALE, OKAY. WATEMU-&O

T O T A L D t P T H soe M atLO* GHOUNU L

' 8 0 0 - -

790 -

z 780 --

8 4O 80 120 I6O ZOO

•LASIANO ft tOUCK

PC

WELL 1D

850 -

840 "

830 -

820 -

* 8 10 -D

<O

L 7 9 ° 'i~

Z

z 780 -0

•a

76O -

WELL COLUMN

sss *B-— i

.M.IV-J 1

F(J_ „

• 4 7 4 ' ,

"0 PROTECTIVE •

STEEL CASINO W/

LOCKING CAP

(•HAVEL

1/2' PVC SCHtEN i

1

1GROUT If

:Tti<iL

GEOLOGICCOLUMN

\_ s

^ — _^jr-_L--,— t^.

1 ^X-^ '^

g i 'i ' r

jî^T

. i, lU:'.i ^ i- r"_;r-

' "---*

'.grr., •:;.;,. —V J , ~i .

i ^•! -ii-i .!]nn^_. •.,••li S^^

!Sg

DESCRIPTION

FILL

I [TAX" IB OWN

LIGHT CHAT. HAHD

SOFT AMD SHALE. «*<kf

LIMESTONE!. OKAY, IOFT ftSHALE, ORAT, W*Tt«U-S»p«)

LIMtSTO

03OH

HAHO

NE

CALIPER DIAMETER (INCHES) GAMMA RAY COUNT (MINUTES)

2 3 4 3 6 7 6 40 ' 80 1 20 160 200

- -

- --

1

- -

/~]/lr~^ MAttAHO* •OUCK

^£? •— *«•

WELL 1D

85O -

8 4 0 "

8 30 -

z 8 I 0 -15

O

o

^ 7 9 0 -

£.

z 780 -1o

J 7 70

WELL COLUMN

ass «•'— i

""•s'"l jFLL— —

• 47.4' .

1"0 PROTeCTIVE •

LOCH INS CAT

• ROUT

C.KAVE.LPACK

I/H" fVC SCMf EN

761 4'-,

TOTAL DFPTH . 93 i' |BELOW GROUND LEVEL '

GEOLOGICCOLUMN

'\ ' •. ' •

j -

i,1 ' ' ,=•-i • ,'i ':'i-:^

~rr- ;T

• ' 'IH f' I-

SS^^gg~rppq .^j,'_ J^,' 'i^^-

-,-• W--

S^^,--i;:r.

^^ '-; ',

KSjj ^ L _ ';

DESCRIPTION

FILL

; CAY* MOWNfiHAY.SOrT

LIGHT GRAY, MARO

LIMESTONE, ONAY TO IUFF,10PT AND SHALE. BRAY

OKAT, SOFTLIMESTONE. o«*r, IOFT *

L i r / L S T O

OO Cjft

Ht*D

I

1

NC

CALIPER DIAMETER (INCHES) GAMMA RAY COUNT (MINUTES)

2 3 4 5 6 7 8 40 • 8O 1 ZO 1 6 0 2 0

- -

I

' • : " " "

/ ~J/r~~7 • *U*HO > »ouc«t—y-T m mi^jc.

0

\

870-

DA

TU

MN

}

0>

0U

J J

? c

./> 820-o

D

£ 8K)~UJu

z

^ BOOo

<>UJ

lu ^90-

/«o-

7 L>-

7bO-

WELL COLUMN

8«7 27' gr

3' POUT LAW) ™" •CEWCNT SEAL /

a'S ^RorecTivt — ^W/LOCKIHS CAP

*'<! lOREHOLt — »•

W/BENTONITE ,e»our

•4z o' — •-

4"0 6OBEHOLC fc.

,,,TT O T A l D E P T H - 105

BLLO* GHOUNO LE Vt L '

GEOLOGICCOLUMN

j,

A — - — —

f

; s- -^-^^-JM-I

^ ?

^?

2^£r1 'rr.l .-1;!f^

Jr '

J ' .

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,-i— , i [ :

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- J I - l '

'.-l' : \'_! j' I '

i . I :. r~ : r

DESCRIPTION

CL

C L A V J

CLAY :

CLAY :C L A Y ;

C L A Y

L IMES

860HY

8bO

:

: 830-

; 82O-

rTONF

bl'J

BOO

^'JO

780 '

f f O -

CALIPE

2 3 1

C-,

^

^~*^

WELL 2G A M M A RAY COUNT ( M I N U T E S )

60 200

WELL 3

690-

880 -

Dt-

O

=>

LJ

z

* 820-o

u BIO

BOO

790

7bO

760-

WELL COLUMN

M4S4'

BBI.IB'5' PORTLAND •-CCMCNT BCAL

B"« PROTtCTtVl-tTECL CAilM* «/LOCKIN* CAP

PORTLAND CEMENT-W/BCNTOHITCOROUT MJ-

762 i»"—

T O T A L DEPTHI 11*'BELOW GROUND LEV!

PI

jf

/••

u —

GEOLOGICCOLUMN

I ~~— ~~I

;^= j---^ j-

£rS-4^t?=^^ -

^f:'lr~C^'l' "Vl

'i^j- ',;'.'

L=i_'.

j?=-f>'r

^r^

^^4;

^^

OESCRIPTION

CINDER FILL W/LIUESTONFRAtUENT*CLAY, HEP

BUFF, HARD

CLAY.BROWN JBUFP. MAUD

B A A Y , SOFT

BUFF, HARD

BROWM , SO^T

BROWN , HAHD

BSOWN .SOFTL IMES

BHOWN , SOI- T

CLAY. COLO -,

C R A Y - B R . , SOFTBR .HARD

4RAY-BR . SOF T

SHOWN, S O F T

G R A Y . SQf T

tTOHC

C R A Y . H A R D

BUFF-BR. . HARD

890-

070

860-

84CT

8^0-rONE

820

810

600-

760-

770-

760-

CALIPER DIAMETER (INCHES)

2 3

7

GAMMA RAY COUNT (MINUTES)

4 3 6 7 e 40 BO 120 160 20

{u

^5^"

']

1987

L

^"_

|C— -

--3

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c^

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0

WELL 4S

880-

870

860

' 8bO-

•4C-

•" 84O0

83O

f.p-'Qj

<3

UJ

J BIO

60O-

790-

/eo

7?0

760

WELL COLUMN

SBT.4»'

BB4.U — p

W/LOCKINfl CAP

QROUT *

'i """""•-

•" 0 •OMCHOLC— •

fn

_==

GEOLOGIC

COLUMN

sftS'S'JilSg

r ' i•H;:T^

\ , ; ' ;_ i ,1 i r r

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: , ; .

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CLAY, RED

BUFF, NA10

CL AY. SHOWN '

BUFF, H A R D

G K A Y . H110

BUC

F. H A R D

CLAV, BROWN

• urr -BR H A R D

FILLED

9RAT.NAIIO. TRACE BR

C L A Y . LT B R O W N q

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t iR , H A R D

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(•CL)-

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C A L I P E R U I A M E T E R ( I N C H E S ) GAM MA RAY C O U N T ( M I N U T E S )

2 i 4 5 6 r 8 4O 60 li>u 160 20O

~ ^

- - 1

^1

^^

1-

~^—

t.

^P>

r^

^=>

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1

.

'

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^£ ".X.

}4

-A HO * BOUCKHIM. * C

3 4 5 6 7 4O 80 120 160 200

40 80 120 160 200

C A L 1 P E R D IAMETER ( I N C H E S ) GAMMA RAY COUNT ( M I N U T E S )

?U I6O 2UU

FINE GRAINED.BUFF,UODCMATEI.Y HANDSOME L M C B T , F R A C T U R EAT 31, DRY

* V»CL L M A T ! R I A L

ADDIU 1/6/88

PER W L 5 T I N O

MOUOE AUTHOR

I Z A T I O N

WELL 8S

850 '

Dt-<0

O

^

L. 80° ~UJ

Z

z 790-0

j

WELL COLUMN

•3340

4"* MOTlCTlve— '

• TLCL CASIM

W/LOCKIMfl CAP

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g ' "pVC CASINO —

,.Z S C R t E N

GEOLOGICCOLUMN

— —

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,' 1 .'-r^

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i r i .

•',' "•-,-'•' v

Xi^ptj

j ^Lu j

T1', : • ' ; - .—

DESCRIPTION

HARD

««« LIMES

OK I,. HO. SULFUR ODO.,

ODOR

W A T E R ( . 3 gpn)G R A T . 3 W T »ND SHALE, O R A Y

w A T t R d i - 20 OP" 1

85O-

84O-

8 30-

TON E820-

810-

8C>0

790

CALIPER DIAMETER ( INCHES) G A M M A RAY COUNT ( M I N U T E S )

2 3 4 5 6 7 e 10 80 i?u 160 200

'

£{

. _

•-

— --

ly/—7 »uii*Mo t toocx</ j iiimiiiiti. re

6 40 80 120 160 200

50*

UFP-BR. UODLRATELY HARD

•UFP-8RAT.SOFT ftSHALE.GRA

8 40 8O 120 160 ZOO

APPENDIX LL-4

F TJ5

X

APPENDIX LL-4

SUBSURFACE AND WELL LOGS, 1987

/. -JZr—7 ILAI LAND I iOUCK~2^ -7^ INOINEiRS, P.O.

SOIL DATA

u

1

Q.

0

1 '

. 1 ,'

su

SA

MP

LE

S

oz

5

1

—

••'

—

—

—

RE

CO

VE

RY (F

T)

.65

l.F'i

,.-,;,

_

3

Z

It

7

10

-—

__.

ROCK DATA

OZ

z=)cr

-

—

--

—

._._

1

Xod:u.

~

~TT<

1 0 . H

1 j.U

o1-

—

•-•

7n <

l '. .

7 7 . 1

%

RE

CO

VE

RY

-

F, V

' <V

•)•;•

o01C

~

t-

5

UJ

•1

—

—

SUBSURFACE LOG

SOIL/ROCK DESCRIPTION

SOIL /ROCK CLASSIFICATION

0-0. /5 ASPHALT, GRAVCL

lidhl (ir.iy ( ' / ! ) ! t r ace r.HAVn i i> t n , » (,1 tponn ,il.i t mot I If. 1* O. f .S ' .

;.:r • - ii.. • • T L A - , '.i i: , , > . • ! i-.,-, [ / / : 0 , ../i ;.. ' . '-]• .1, i i l l I - - - , . n,1 • • -o ,1 . , - t i l ! , (|- , .

qr.idinq tn ret ( r >/ f> ) n/ ' ', f r jqrr-.*-nf . , rnnf *• d.:'i;i i, t .Spoon refuel r t t 7 . 7 5 ' .

N!i 01 130RIN''..

7. . • * • , ' - H,.n' HHiMNL , 1 i -jilt (|i .iv , { ~/l ) 1 i ' i . -,-- , -.1 • 1 I in,- , MI Lr .'irh: i f . . - ' . : 1 1 r ,1( ) i ." '"t . .

5 .0 ' CHERT odul , bUc and oi-rtmji-

5.V CHERT odul , blac BR7N5.9 r j ' CHER I nodu e6 .6 ' -21 .8 ' IHESTONE, 1 qht o l i v e nr f ly 5ly

(1)Y 6 /1 ) fin -medium gro ned

16 .6 ' -16 .9 ' CHERT nudulca, whi te

or

u.

CC

i

o ^

si "o °

Iv.'i1— '

1r

L1^r'"""^._L

i

11i1 '

UJ _J

=c o

n

Dt»rE ELeu«Tinu 886.35 DATE 10/16/87

(• OF C A S N G Fl EVATION 88! j-12 ( i nne r ) 865.3". (outer)

Pf?

PR

LO

CL

n.lFTT 1 I T I F Supplemental

n.iFrr WIIURFH 117.36rarinM Lemon Lane Landfil l

ASS FIFO nr JLJOlFCKrO H

GAMMA RAY

b.

ZO

J

(85. 3'

iHO. V

B / 0 . 3

RANGF 10 TIME CONSTANT 10

C O U N T S /MINUTF

IO 2O 3'J «0 50 GO fO BO 90

nO t20

r-i — i-

— i — i — i — i -i i

-

/ ;O A T F 9/16/fl7

y NEC

CALIPEK

IDLE DiAML FEf<

(INCHES!

*> 8 (0

-

-

-

1- 1DA1F S/ lb/B/

FEHMtAB L I T Y

0 o

to

r)

O

0/rE 9 / 1 5 / 8 7 .

BOHING/CORING/WELI. NO . . '

N O T E S

witl i 3" ba r re l . fceomed out to 8"to 13. t ' iei f i -b/8" Mr.-l c-iain,;,coffi i-nt cd in p] ,,( (-.

9 / 1 1 / 8 / COWLI) 1 r oin 11.0' tn Vi .u ' ^ - : i l i 1,"h.ir r i-l .

!, u ' -• 1 .M / l ' . / - ' . . ' I Dr. ' ! [ ' • r,-. : • _ , _ , ' - • • . , ' .

I - '.•:•:.' • • . • ! . . • • c : r . ' ' . • . , . ] , , ; , . . , ;

'.'/I L-- '...' ^ i tv l • • • • . ! '. -.' 1 '. ..: •• • . . ! • . )

'I/.-' 7 .'3'- 1 r.M i 11 i.il ] 1 . f i ' ,,( '." - . , , . , - . , , ] ,) -'

» • . . : ! ' - - •• IN.I , -..-,,,,) - .. 7] . ' • .

"" ' • ' " 1 ' - r i •, i n r ] ,'l . V ",i. ; ' . f,, ;,;,..•

-'. .1"-' ! • • • : . ! < " , : ' .- • 1 ,,r • , , - .;> n! -

[ ' " . / . r, ' - ," 1 . V 1 .,:, | , , . • • • • • - / ' "... '

' i .M .1 1 ] • • ( ! ( In- l . : - i - ) i ! - . | , - • •

<'/?^. '»; A H , ! - - . ! . . - n . M i r i ,, 1.7 . , . •' ) / ? ' ) . 'H / A. ' - ] . • , ! ( • • i ' n - 1 , ' In >J . [!' I - . , , - I ,,. ,

1 '.- /'i.'H; [ > • • : •• } .. | ' . - [ 1 i ' • . . - ( ] ,-,.. 11 "A | i ,

r J ' i ! ,• • ' • .u ! in '--, I ,'L :

• ! • ; , ..-,.-.., 1 ,,' i,

! •! ' : '..- t .) : < • [ , .

[ i f -1 1 F f ! ( ] - '.i-,1n... P,., .,.- T,*

z J# J ILAIIANO 4 IOOCK"7? ~f IN9INIERS, P.C.

SOIL DATA

P

DE

PT

H

20

30

V.

SU

1C

SA

MP

LE

S

SA

MP

LE

N

O

_..

RE

CO

VE

RY (F

T.)

UJ

t

ROCK

0z

z

tr

—

4

2

iu.

?7 .n

oH

''1 .

DATA

cr

oUJa:

£

V,

QOcr

-

RA

TE

(MIN

/FT

I

—

—

—

—

SUBSURFACE LOG



17.6 ' 4 17.8 ' S tyo l l t e BR7N18.25 -18 .5 ' L IMESTONF, , is obovc, l lqht gr . iy (N?)

\<i. 1' ClirST mirililfS, bl.lck nnd nhilc. 1 i mr',t>.ne

20 .3 ' - 20.75' s l ight ly laminatedmsf

21.3' CHERT nodule, BlacV21.8' - 21.0' LIMESTONE, medium light gray (NO)

2 2 . 6 ' - 2 2 . 7 ' L1MLSTONC, very light g ray (N8) msl's

medium q,,,inrd. c'

? < 4 . h ' CIILI'l nr.d.jli"'., ,,li:l|.".in,'l 1 . 1 . i< I,•").(!'>' !'.' i I t .Jtn-., i- I...IHII.- ,.• '? r>., ! 1 C r i r , : . i d en 1 umr... 1 -.:5.r)' t :M!HI , b l ^ c k ,in t i n ^ ^

iji .1 i nf d .

31 .7 ' -31. r,' MML51UNL, me'JIun l ight, n r ^ y ( [:f. ) f i n , .

3 1 . 7 ' t giûconitr cpcci throughout l^min.ir

31. U' imall viiij-,

31 .T I ron itaioe.l 1 j.r.in.ie

v e r y f i l l ' - gi .lined, ea r thy , gl Hue on : t .- - RR7N,f i 1 Ipil f r ,i,:l uic 3'i.U1 '3 r>. 1 ' 'n'

SIIALE.3 8 . 0 ' - 3 9 . 2 ' DOLOSIONE, brecciatod, light t i lue/nray

I5B 7 / 1 )

39 .7 ' -39 .5 ' L IMESTONE, light o l i ve gray, (5Y (,/ 1 )\ f ine-medium grained.

RO

CK

FE

AT

UR

ES

^'

BRZN

GE

OLC

GIC

CO

LU

MN

1

-1— p-

Ji

1

V-, l '

r--1

L_L

r1 -

T"

pi- •

1

\v \

I" '

IW

EL

LC

OL

UM

N

1

prai-F n ru/vyinu 885.35 . DATF 10/16/87P OF CAS NO ELEVATION 8^.35 outer 885.12 Inner

PR

PR

LO

CL

u.

0

^-

iji

nr,5 . 3

KIM 3

n-iS.i

BiO. 3

n.lFTT TITI F Supplemental Hydrogeologtc Investigation

rVFOT N';MPF" 112.36

CATION Lemon Lane Landfill

ASSIF1FD RY JLJ rHFTKFn ay "EC

GAMMA RAY

BAIJI-.r 10 TIMF CONSTANT '°

COUNIS/MINUTt

~ _, no: -j)

X

r :./ -/ :j

\\./

\/

;-f

\

,/f

v."U 120 (30 140 Nv

1 1 — 1 — h \-__••-

' i • i i iDATF 9/ IW87

CALIPER

"OLE DIAMETER

(INCHES)

6 • 10

-

-

"

;

' ' 'OATf3 / lG /87__ .

PERMEABLITY

o

i-VIUJ

Oz

u

*

02

IS)

•*

.MTEO/ 15/87

nofi;wG/coRiNG/wFi t nn

NOTES

M.S. mud stained

z. jaf r MAS UNO » BOUCKjf ~f mOINIIBS, P.C.

SOIL DATA

u.

IHd

O

*5

so

•15

f 0

Si1C

SA

MP

LE

S

SA

MP

LE

N

O

—

—

--

—

—

RE

CO

VE

RY

(F

T)

—

=j_iSz

—

- -

—

—

—

—

—

DFACE ELEVATION

P OF CASINC, FLEW

ROCK

bz

zo(t

b

--

-—

-

55.

r

—

•—

f/i.O

-.

-.—

UA1A

K

-»0

Ua

74\

- - -

74^

-

oOre

;::

—

——

— -—

RA

TE

(MIN

/FT

)

-/_—

—

—

—

—

—

—

—

—— '

SUBSURFACE LOG



39.1)' - < t l . O ' No recnvpry, lo«,t. COM-

''tl.O1 L IMFSTONE, light o l i ve g roy (Sf f./i) ^

M.91 - 4 3 . 2 ' LIMfStONE;' IjghL gray (N8) brecciatedwith glauconlte (nHthi f ied f i l l ing, chalky luster

W.I'-M.l' DOLOSTONE, light olive gray (5Y 6/1)

fine grained "^rd

fi4 ? ' -id 7 ' CLAY Cdvl tv f i l l ) vei'v nal e oranoc\ 1 IU TK C/^ J /i f f c .7 1 - 49.1' OOLOSTONE, light gray ( N 7 ) f inegrainpd

^ 4 . 6 ' - ' tO .O ' mnr- poroin m^ f

1*6. /V f j l c i t P "r -y i -1 , " l ^ p j r r y c . l lc i t f )

W. i ' -'• 7 . C . 1 '-IT c |n , r nir.

'i'J.1 ' - l. lJ.f i1 MM— ,I:iN[, li,(ln. < . l : v - I . - .1V C-.V t . / l )diMir.i-. f i n * * i"-.):i.-:lSO.O '•' v I'll i to

liU.IV -M . '* ' I I M r S i i i N l , y r l l o« ; ^h qr v, ( jY H / l )w i th ion.- C . i l i i t " :nf l l l ir . i i-., f :n^- r i . . , l - : ,,-n r jr . , i r- .-<1

1,1 .tt '-M,' Nn r . - . - . i v . ' r y

(5Y B / l ) f lnc-n^d ium rjrînpd

iS.O-5S.r,0' LIMhSlONL, light gray ( N7 ) f i in- gr.iinjmt

55.6-^7.0 ' S U T S T O N r , nw'ditim l ight grL iy { Nfi ) rnsf

rouyh t.f - turc

( 10YR B/f.)

S 7 . 8 1 - li^.O1 L IHFSTONF, p.i'li- y e l l o w i s h hro»n UHZN110YR b/Z) Mne grnincd denst;

58. 2 ' som?, more |»u uui

inf Il l lnqs

885.35 nATF 10/16/87

TION 885.12 inner 885.35 outer 10/16/87

RO

CK

FE

AT

UR

ES

GE

OLO

GIC

CO

LU

MN

WE

LL

}~7 . "

~^] 'X N.

-X "• ^

^;i

iii

ij.r

" r1_ i- ,""i •

-r-1-

J

PRn.lFCT TITI F Supplemental Hydroqeoloqf c Investigation

pRn.iFrT WIIUBFO 112.36

I nrATinw Lemon Lane Landfill

CL

1 C

OL

UM

N

ELE

VA

TIO

N (F

T)

8"l0.3

1

S!5.1

U30.J

BJ5.3

v .

DATE

iRSIFIFD HY -"-J r-HFPkFn RY NEC

GAMMA RAY

COUNTS/MINUTE

in ?o so 40 30 to 70 ao 40

/

1- \r \

- l«

_,

\\

/\\

- HO 120 IMJ 140

:-

1(\

: V0/16/87

CALIPER

(OLE OIAME TER

[INCHES)

c a 10

-

-

-

-

-

DA

\

-

-

)

Fo/ir, /87

PERMEABILITY

ozi~UJ

DATE

fj

g

i-i/i

t-*

dzt-10Ul

9/1S/B7

RORINS/COR1NG/WEL1 NO MW~IO

<?HFfT 3 OF 5

NOTES

M.S. mud stained

Run *5 Barrel is overpactÔ dun- ti- i tn.in upper part of run.

z 10 t HASLANO <V iOOCK~3r~~f BWINIIRS, P.C.

SOIL DATA

T1-O.

O

80

.85

SL

Tr

SA

MP

LE

S

RFAC

P 01

SA

MP

LE

N

O

E ElCAS

RE

CO

VE

RY

(FT

)

.EVAING F

13

i

z

—

—

ION

LEVA

ROCK

0z

z

(E

7 '

id

TION

I0OL

69

—

83

88S

0t-

83

— •

--

_

-••

97

.12

DATA

crbj

6

IT

—

itm

-

—

--

93X

0

tr

^?

—

—

—

—

—

1OAT

n,er 8

RA

TE

(M

IN/F

T!

SUBSURFACE LOG


SOIL/ROCK CLASSIFICATION

to medium grained, dense ms

6<t.*' same as above, wi th some c a l c f t e in f i l l ings

6y.O- 7 1 . 2 ' UMLMUNL', l ight o l i ve qrjy { 5Y (,/ 1 } „f Inr-rncdi un q; ,i1 neil , dcn:,e

? 1 . 2 ' - 7 7 . 7 S ' M i inSTOfJF , r.lli|hi.ly i ,ili , ir .-..u-, , , . l i V Mqray ( 5Y k/\ ) fore i •, ruuuh

/ 2 . 2 S ' - 7 2 . 3 S ' L IMC^ .TONE, hUrk fin., nf . i iner l

7? . Vi' -7 f ) .0 ' I.IM1.51UNL, o l i v e qr.iy ( '.-Y ' , / ] ) I j nn

/ ' i . 0 ' - 7 ' * . 1 ' L l M C ^ I O U r , b lnrk f i n e ijf .1 i MM,)

7 f i . O ' - / 7 . 2 ' LIMLblUNL, Hqht oMve qruy C..Y f../1)f ini-mort ium grained

77. ' ' -78.0 ' L1MESIONL, medium qr.iy ( N ^ ) t i no

78.0 ' -78 . '3 1 L IMESTONE, light o l i ve gr.iy ( !)Y b/1)npdi um grd i nnd78.3 ' -80 .9 ' LIHFSIONF, lighl ,r^y (N7) BRZNA

IS.*' vuggy

c

J0.1J'-83 I No recovery

i2.82'-83.95' (Includes 0.18' Recorei DOL05TONEwdlum Hght gray (N6) fine grained; calc i tc f i l l edit 83.3 ' and 83. 41

B5.35 outer 10/16/87

RO

CK

F

EA

TU

RE

S

/

n

GE

OL

OG

IC

CO

LU

MN

WE

LL

'

1

T — 1

1

-.

-nil ;.j- - p

1 rL

1 -E

1 '" tF

-~

1 - '1

C

1 >-

1 ?i

^ \ J i

•v ^v ; =

'" P

PROJECT TITLE Supplemental Hydrogeologic Invest 1 gallon

PRnjFCT NIIMRFB 112.36

LOCATION Lemon Lane Landfill

Cl ASSIFIFD BY JLJ ruprkm BY NEC

CO

LU

MN

EL

EV

AT

ION IF

T)

\

'?n v

• 111.3'j

i'• 810 3

I 805 .

')

5j 800.3

DATE

GAMMA RAY

RANftF 10 TIMF rON5TANT '°

COUNTS/MINUTE

IO 20 SO 40 50 (0 70 BO to

)

/_

\: /(._~- -^. >

/\

- IK) l?0

, - - - • • •

. - - - - "

\

;'.

-

f '.

/

_ ItO IZO I3O "-^^

— 1 — 1 — h ---.

' i'' i i9/16/87

CALIPER

HOLE OIAMETF.R

(INCHES)

C s 10

:

\-

-

-

DA

-

\

-

\

1 '- 'F9/16/87

PERMEABILITY

(

t~

ui-

F

O

X

OAT

O

1-

UJi-

*

E

•«

O

_

ro

O

1-V)

i-

If

-"

U,

BORING/tORING/WFl 1 NO MW~ IU

NOTES

M.S. mud stained

-

-

-

* Irsts performed at 10 |isl.

Z)A> I ilAtUNO » IOUCK

~jy~) INOINIIRS, P.C.

SOIL DATA

u.

IK-o.

90

'j'j

.100

SLTC

1

SA

MP

LE

S

1 S

AM

PL

E N

O.

~

—

ISEC

OVER

Y IF

TI

—

—

—

—

—

UJIS__1$•z

—

—

—

—

ROCK

oz

z

tr

—

—

—

—

—

—

Xooru.

—

--

oh-

_

D A T A

LJ

O<_>a:

^

- —

—

aott

—

—

——

—

RA

TE

(MIN

/FT

)

—

SUBSURFACE LOG



85.5'-85.6' LIMESTONF, medium dark gary (til.)f ine grained85.6-92.4 ' LIMESTONE, dark gray (N3) thin beddebfine grained

90/8'-90.0' "honeycombed" feather ing msf

'.I?.!*' - ^ 5 . 7 ' l l r r S T O f i r , medium qrjy { [ ! ' , ) t ] noc r y i t j l 1 inc

<I5.7 ' -97 .0 ' No recovery

97.0 cm or CORING'Jb.l' lotol depth measured

IROC

K FE

ATUR

ES

»."~

GE

OL

OG

ICC

OL

UM

N

^ |

11

1

1

|

]

11 ,

1

• v _.

1

j W

EL

L|

C

OL

UM

N

1$'l\\

1

r, nr r«<;iur. n FVATION885. 12 inner 885. 35 outer 10/16/87

PR

PR

LO

CL

IELE

VATI

ON

(FT

)

795. 3

790 . 3

788.3

OJFCT TITLF Supplemental Hydrogeologfc Investfgaclon

n.lFt-T NIIMRFR "2.36

PATinw Lemon Lane Landfi l l

A.SSIFIFf) HY JLJ nwcrKFD BY NEC

GAMMA RAY

RANftF '0 TIMF CONSTANT 10

COUNTS/MINUTE

10 20 30 40 50 £0 TO BO 90

<c- 1 -

\ -

} :, /

,x'

/

; ; ;

: \\

-

-

i i i i i i i i .OATF 9/16/87

CALIPER

"OLE DIAMETER

(INCHES)

6 • IO

-

-

-

-

-

-

-

-

-

_

-

-

-

-

-

-

1 1 .OATF 9/16/67

PERMEABILITY

0zt-Wllu<-*

CM

i

t-

V)

".

K>

cf

£".11

DATE 9/1 5/67

BORING/CORING/WELL NO MW~IU

NOTES

M.S. mud stained

* lests performed at 10 ps l .

z IO> * UASLAND 4 IOUCK~JP~J INOIN1IW. P.C.

SO DATA

In.

0

. s

10

SIT(

SA

MP

LE

S

SA

MP

LE

N

O

~

RE

CO

VE

RY (

FT

)

—

UJ13

S

—

—

—

RFACE ELEVATION

IP OF CASING ELEVi

ROCK DATA

Oz

2

CE

OaLL

—

—

—

o

—

--

—

—

-

TION 888.76

%

SECO

VERY

-

ooa:

5?

—

RA

TE

(MIN

/FT

)

___

SUBSURFACE LOG



0-9.75 CLAY, red silly

microcryslalline soft at 13 0'

ROCK

FEA

TURE

S

GE

OL

OG

ICC

OL

UM

N

- -

r

1_

I

T

I

I

I

I

I

|

I

I

WE

LL

CO

LU

MN

| 1

DATF 10/16/87

10/16/87

PROJECT TIT1 F Supplemental Hydrogeologlc Investigation

PROJFCT NUMHFR 112-36

t or/ATION Lemon Lane Landfi l l

CLASSIFIED BY Ju rurrttfn HY NEC

GAMMA RAY

ELE

VA

TIO

N

(FT

)

186.3

tSl .1

37 f> . l

1

871.3

DATE

RANGE '0 TIMF CONSTANT '0

COUNTS/MINUTE

IO 20 50 40 3O SO TO 80 10

-

-

-

MO l?o

1 1 •

,-'

\

/ :-.^

/i i i i \

11/23/87

CALIPER

HOLE DIAMETER

(INCHES)

1 4 C

1

-

-

-

-

-

-

-

1 1

-

-

~

-

-

nATFlf/14/87

PERMEABILITY

(5

tftUJ

~|

bzi-

*

fO

07.

UJ

DATE?/!^/.

BORINGytORING/wFI 1 NO MW II

NOTES

9/2/87 Air rotary drilled with tnconeroller bit via a GardnerDenver 1 5- W drill rig to15 0'. Set 6-5/8' steel

9/3/87 Air rotary drilled with 5-5/8'trlcone roller bit (bore holesize 6-1/6') developed with

9/9/87 Pack* tatted.107l4/87Gamm ray logged with Keck

Qamm ray loggert i723/87C«lipe lasted *itn Keck

canp loggec.

-

87* Test j per formed <it. 10 p s f .

/ }# J BIAILAND * BOUCK

~7r~T INOINIIRS, P.O.

SOIL DATA

K-

I

Q.

Jr)

m

YJ

, 1*0SI

T C

SA

MP

LE

S

SA

MP

LE

NO

.

—

—

RE

CO

VE

RY (F

T)

UJn

sz

—

—

RFACE ELEVATION

ROCK OATA

oz

zutr

I0a:u.

—

—

—

o

—

tru•>0

a

-

_ _ _

-

P nr riîur. Fi FVATinw 888-76

0ocr

--

--

—

—

—

it\z5UJ

a

—

SUBSURFACE LOG


SOIL/DOCK CLASSIFICATION

18.75'-20.5' LIMESTONE, light gray (N7)race glauconite. toiler at 19.5

20 5' 22 0' LIMESTONE medium gray (NS)glauconite

22.0'-27.5' LIMESTONE, medium gray (N5)with some light olive gray (5Y 6/1) mediumcrystalline, lossi l i ferous

27.5 ' -30 0' L IMESTONE, medium uiay (N5).lossi l i ferous with glauconite specs, with daikgray (N3) CHERT at 28 25 ' -28 V

300'-31.0' LIMESTONE, light olive ar.iy C>Y6/1) with glauconile

31.0' 32.75' LIMESTONE, medium daik qrny(N4), soil, l i ace lossi ls

32.75'-35 S1 LIMESTONE, medium grny (N5).trace dark gray (N3) CHERT

3S.5--37.S1 LIMESTONE, light olive gray (5Y6/1) hard. honeycombed? weather ing at36.5'?

39.0'-40.5' SHALE, or clay, greenish gray(5GY 6/1) soil

RO

CK

F

EA

TU

RE

S

IGE

OL

OG

ICC

OL

UM

N

I

I

I

II

I

II

|

LI

^-

^1

$1i

, 11 ,_

1

|i

il

i1

- ' - ' -

WE

LL

CO

LU

MN

nATF 10/16/8710/16/87

PROJECT TlTl F Supplemental Hydrogeoloolc Investigation

PRnjFCT MIIURFR 112.36

1 OCATION Lemon Lane Landfill

Cl A5<;iFiFn BV Ju . CHFCKFn RY NEC

GAMMA RAY

EL

EV

AT

ION

(FT

)

B66.3

101.3

fllC.)

,1.3

8iiC.3

DATE

RANC.F '0 TIMF CONSTANT '0

COUNTS/MINUTE

IO 20 JO «0 SO CO TO BO 40

\

\

1

-

.

.-'":" -

\

\

/

/

/

\

11/23/87

/

-

CALIPER

HOLE DIAMETER(INCHES:

1 4 C

-

-

:

-

-

-

-

-

-

."-

-

-

DATF 10/11/87-

PERMEABILITY

i-

tn

l-

n0zK-

trtUJ

t-*

n4TP9/'J,9/4/

nnRiNn^npiufi/wFi i NO MW II

^HFFT 2 Qp 5

NOTES

-

-

-

17* T e s t s performed Jt_ 10 [is!

/~ffi J UASIAND * iOUCK— "g' —T INOINEIK, P.C.

SOIL DATA

u.

I

aUJo

•

Si

T C

VI

1/1

SA

MP

LE

NO

.

- -

RE

CO

VE

RY (F

TI

-•-

UJ

32

—

RFACE ELEVATION

)P OF CASING ELEW

ROCK OAIA

OZ

z

—

E

—

—

—

3oau.

—

—

—

o

—

—

—

—

rr

auta:

- -

—

—

oOcr

$••

—

— -

—

—

—

HA

TE

IMIN

/FT

)

—

-

—

SUBSURFACE LOG

SOIL /ROCK DESCRIPTION

SOIL /HOCK CLASSIFICATION

40.5'-41.Sf LIMESTONE, light olive gray (5Y6/1) medium grained, hard41.5'-46' LIMESTONE, medium dark grny|N4) slight greenish tinge

46.0'-65.5' DOLOSTONE. medium dark gray(N4). solt at 55 O1 and 59 0'

TION 888.76 10/16/87

ROCX

FE

ATU

RE

S

GE

OLO

GIC

CO

LUM

N

A

|

1

T1

— P

Ji_

— -

—

-^• \

\

WE

LL

CO

LUM

N

Pnn.iFTT TITl F Suppl«inental Hydrogeologtc Investigation

PR

LO

CL

n.rFPT KlilURFR 112.36

PAT ION Lemon Lane Landfill

ASSiriFn BY JI-J rMFTKFn BY NEC

GAMMA RAY

ELE

VA

TIO

N (F

T)

811. 3

Hlh. !

031 .(

8J6.

DATE

BANP.F TIUF mN^TANr

C O U N T S / M I N U T E

IO 20 30 4O 9O CO TO IO 90

J/

\.^X

^Vno *

L ' î

[_ -_ _ . - - - '

/

v\

• •>

/'/

j1

: I\)/\

I'O 120 ISO I4O X

— 1 1 | | S— — -_

~" '

'

.'

11/23/87

CALIPER

IOLE DIAMETER(INCHES)

t 1 C

C

-

-

-

^

-

-

>-

'--

-

\-

IRATE 10/11/87

PERMEABILITY

CM

ih-

Ult-

~|

\

e

o

rO

bzt-

*

OATFJ/9J_?/.1

nOR'NÂ'nR|NR/wr( i NO

NOTES

-

-

87* Tests performed at 10 psi.

zf-J& r HAtUND . 10UCK•• r —f INOINK K, P.O.

SOIL DATA

T

Q.LU

70

•

•85SL

TC

SA

MP

LES

SA

MP

LE

NO

.

UJ13

§

Z

—

—

—

ROCK D A T A

O

Z

(C

—

—

2Orru

O

- -

orArr n rviTinu 886.3

%

RE

CO

VE

RY

—

— -

-

o0d.

—

—

__.

RA

TE (

MIN

/FT

)

7—

—

— -

SUBSURFACE LOG


SOIL/ROCK CLASSIf lCAT H

>

65.S'-77.5' LIMESTONE, light olive gray (5Y6/1) hard, with reddish mud at 700'

77 5-90.0' LIMESTONE, brownish gray (SYR4/1) soil at 82.5' and 87.5' grading grayerat 65.0' with t r a c e black (N1) limey shale

RO

CK

FEA

TUR

ES

IGE

OLO

GIC

CO

LUM

N

\ . Y

\

i

II

I

I

^Tl

P— i — i-lI

I

I-i-1 —

VI

11

11

WE

LL

CO

LUM

N

HATr 10/16/87

D or rAQiur-. n FvoTinw 888.76 10/16/87

PROJECT TIT

PROJECT Null

F Supplemental Hydroqeolqtc Investigation

BFR 112.36

i nr-ATiniM Lemon Lane Landfill

CL ASSIFIFfi BY JLJ rucrifrn BY NEC

GAMMA RAY

ELE

VA

TIO

N (F

T)

821.:

R 1 f , . 3

SI 1 .3

806.3

801.

DATE

RANRF 10 TIMF CONSTaNT 10

10 20

COUNTS/MINUTE

SO 40 90 CO TO BO to

: /~f1

-

"

-

-

-

-

n'm/i?

':

/ ;\

\

\

\\

( :\x

/

CALIPER

HOLE DIAME TER(INCHES)

2 4 6

-

-

:-

-

-

-

-

-

;

:

-

-

nATFlO/H/87

PERMEABILITY

u

E

T

OX

b

t-UJt-

DAT^j/9 i^/f*/

BORINGÔRIMG/WELL NO "IW~ II

NOTES

-

87

A "7^ J IUSUNDA IOUCKjjp ~J INOINKM, P.C.

SOIL DATA

u.

I

Q.

10

75

-

•85SITC

AM

PLE

S

bzUl_JQ.

(/>

—

I-:

>-(C

>

UJOL

UJ3

3

—

RFACE ELEVATION

ROCK D A T A

dz

z0

—

2OaLL

Ot-

--

_.._

~

>-

LJ

OuLJtr

0^

886.3

p OF racLtwr, pi FVATION 888.76

QOcr

—

_..

—

—

PA

TE

(W

IN /

FT

)

—

— •

SUBSURFACE LOG



f

6S.5'-77.S' LIMESTONE, light olive gray (SY6/1) hard, with faddish mud M 70.0'

77.5-90.0' LIMESTONE, brownish grov (5YR4/1) so f t at 82. 5' and 87.5' grading grayera! 65. 0' with t race block (N1) limoy shale

ROCK

FE

ATU

RE

S

" ,

GE

OLO

GC

OLU

W

\ \

\

"v\\

^S\

II

I

I

^]

1 .

I

L-T

^-p1

T'J"1

r —V-|

11

1

' 1

1

ii

1

WE

LL

CO

LUM

N

n»TF 10/16/87

10/16/87

PHOJFfT TITI F Supplemental Hydrogeolgtc Investigation

Pnn.lFCT NIIMRFR 112.36

1 nrATirvj Lemon Lane Landfill

r.i ASSIFIFD nr JLJ cHFt-KFn RY NEC

GAMMA RAY

EL

EV

AT

ION

(F

T)

821.:

R i r, . :<

8 1 1 . 3

S06.3

SOL:

DATE

RANGE 10 TIMF rON^TAWT TO

10 20

COUNTS/MINUTE

SO 40 30 CO 7O BO »0

___- — ""

(

/• :1

V/

\

\

\\I

X

./

\

-. -~

-

-

-

f

V ' :, , . . / . . :

1 1 X23 /87

CALIPER

HOLE DAMETER

(INCHES!

1 « s

1

-

-

-

-

-

-

-

-

-

-

-

-

\" , ,

DATFlO/U/87

PERMEABILITY

<

i-

u

<n

E

•»

O

X

tfi

K)

i1-</>

t-

*

nAT^/9,9/"/

BORINGA:ORING/WFI 1 NO "

NOTES

-

-

87

zs~y__13? I HAtLAND A IOUCK

~j£~J WOINIIRS, >.C.

SOIL DATA

u.

I

Q.

O

85

91'

SU

rc

SA

MP

LE

S

SA

MP

LE

N

O.

—

RE

CO

VE

RY IF

T)

-

UJ3

<

2.

—

.....

—

ROCK DATA

oz

zâ:

_..

Io(Cu.

—

—

O

—

—

—

ft

o

- -

—

Q0(C

0"

—

—

— -

- —

—

[RA

TE

IMIN

/FT

)

--

• - -

- -

—

SUBSURFACE LOG



90.0' END OF CORING

RO

CK

F

EA

TU

RE

S

rGE

OL

OG

IC

CO

LU

MN

11

1

1

|

ocirr F| ri/« inw 886.3 nATF 10/16/87

P nr rA<;iur, n FVATION 888.76 10/16/87

WE

LL

CO

LU

MN

pRn.iFrT TITI F Supplemental Hydrogeoloqlc Investigation

PR

LO

n.lFTT NIIMRFR 112.36

rATinw Lemon Lane Landfill

n A<;<;pFipn BY -H-J CHFr-KED HY NEC

GAMMA RAY

EL

EV

AT

ION

(F

T)

796.3

HAwr.F 10 TlUr fONRTANT 10

COUNTS/MINUTE

10 ?o *o 40 so co ro ao 90

II 1 / 1 1 !

(

\

-

.

D4TF 11/23/87

CALIPER

HOLE OIAMETEB

(INCHES)

2 4 C

1 1 1

-

-

-

:-

-

-

-

-

-

n4TF 10/111/87

PERMEABILITY

IUJ

*

(VJ

it-(/)UJh-

*

10

bzi~01UJ1-*

DflT^/fJ.9/W

pnpiNOA'-ORiwn/WFi | wn

NOTES

et

ZJ$' I IUAIIAND * IOUCK

~~7P~T IHQINHW, P.C.

SOIL DATA

.1:i-n.UJo

0

•>

SITC

SA

MP

LE

S

SA

MP

LE

N

O

1

2

3

<*

b

6

SE

CO

VE

HY (F

T)

0;2

.0

1 . ri

1.75

—

_L !

1.0

_j

z

9

9

U

6

—

it

>100

ROCK DATA

Oz

2D<r

1,

2

3

2O<ru.

11 .0

in n

17

ot-

—

-

-

14.

17.

18.

%

RE

CO

VE

RY

-

9J*

42\

QOor

5?

—

—

I'-ll.

X.z3^

tt

—

—

—

—

—

SUBSURFACE LOG

SOIL/ROCK DESCRIPTION|

SOIL /ROCK CLASSIC/CATION

0-4. 01 CLAY, reddish yellow (7/8) t racegravel fragments grading to olive brown(4/4) at 3.8'

< 0 ' -<.2 ' CLAY, silly light rodd.sh brnwn (6M)4.2'-9.B' CLAY, dark red (3.5) wilh rock

black mottled 8.6'-6 8'

9.e'-11.0' CLAY, yellow brown (5/6) brokenlimestone f ragments at 10.6'Boring terminated at 110 '

11.0'-14.4' DOLOSTONE. light gray (N7),

light gray (N8) at 14.0' with glauconitestr ingers; CLAY, greenish gray (5G 6/1) at BRZN

ORZN

14 4'-16 8' NO RECOVERY

mlcrocryttalllne, medium hard, massive17.0S--18.81 DOLOSTONE. lio.hr. Qrav IN7).

RO

CK

FE

AT

UR

ES

sly

GE

OL

OG

ICC

OL

UM

N

'// .

//'

\^-

•>>\.', X X

^ ^ ^

IW

EL

LC

OL

UM

N

or., p ri ruATinN ""-•" n/lTF •-•

n nr r-ASlN,; Fl FVATiON 86°-95 '""" 861. 17 outer 10/16/87

PROJFTT TITLE Supplemental Hydrogeologlc Investigation

PRn.lFPT UIIURFR 112.36

I nrATinw Lemon Lane Landfilln A«inFn m JU/CSS rHFf-KFn HY NtC

GAMMA RAY

ELE

VA

TIO

N

(FT

]

860.6

855.6

850.6

v 8*5.6

RANP.F 10 TIMF rnWSTANT

COUNTS/MINUTE

IO 70 >0 4O 30 SO TO

-

-

-

10

no «o

-

-

-

-

\ -

/\\

\

S

,x

(: (\\\

— L_I — i — i i i / iOATF 1Z/3/87

-

i i

CALIPER

IDLE DIAMETER

(INCHES)

Z 4 C

-

-

-

-

-

~

-

1 1

-

-

-

_

DAIF' 1/19/87

PERMEABILITY

6z

f>UJ

**

(M

0z

VI

*

PO

Oz

IflUJ

nATf-J/'/B'

RORING/tORING/WELL NO """ '2

NOTES

8/23/87 Us«d Gardner Denver 15-Wdrill rig. air ro tary drillthrough soil to 11.0' with4-1/2* tricone roller b i t .CORED from 11. 01 to 20.5'with 3* cor* barrel. Reamedout to 19.5' with 12* triconecollar bit. Set B* I.D steelcasing to 19.5' cemented Inplace.

8/24/87 CORED 'from 20 5' to 58.5'with 3* cora barrel.

6/25/87 CORED Ifom 58.5' to 78 5'with 3' core barrel. Reamedout to 78.5' with B" t f i conerol ler bit. Installed 6-5 /8 1

1 0. steel casing, cemented

8 /31 /07 CORED Irom 78 Y to 98 51

with 3' core bnrrel Rftflmedout core hole to 5 5 / 6 ' witht r i cone roller bir (hole 6-1/8'}. Developed well by air

9/1/87 Packer tes ted C-19/8/3 7 Split spoon sampled wi th

Gardner Denver 15-W dril lrig using 2' I D. spoon

1 1/19/87Caliper logged with Keckcaliper logger .

12/3/87 Gamma ray logged with Keckgama ray loggni

-

:

z 1% f •LASUND i IOUCK"Tp-y BWIMKBS, P.C.

SOIL OATA

u.

r

a

"

20

.30

"40

SU

TC

I

—

d

a.I

t/j

—

a:

UJ(E

—

—

—

— •

S

—

—

—

—

—

—

—

RFACE ELEVATION

P OF CASINO ELEW

ROCK D A T A

Oz

z

4

5

6

—

—

7

Otru.

8.5

20

0.5

—

14.5

-

20

20.;34.5

-

-

44 .

—

—

rrUJ

a

8?

0

170*

—

—

-

on

—

--

860.6

now 860.95 inner

a0a:

—

- -

-

—

RA

TE

(M

IM /F

T)

—

—

--

-

SUBSURFACE LOG


SOIL/ROCK CLASSIFICATION

soft, miciilic at 17.4 ; brown red clay fi l ledvug; calcite fil led vug at 17.5', t race ironand glaconite staining, siliceous breccia at r

1B.6'-19.6' NO RECOVERY19.6'-23.0' DOLOSTONE. light om/e gray5Y 5/2) micrltic. stratif ied, grading to light

olive gray (5Y 6/1). at 21.7' more porousat 22.2' with sparry calcite

f 's

23 0'-25 7' DOLOSTONE. yellowish groy (5Y7/2), micro-crystalline with pale olive (10Y6.2) laminations, glauconite filled f r a c t u r e s2 3 7 ' - 2 3 S ' ; grading palo brown. (SYH 5/?)f l t 25.1' . porous

25 7 ' -2B 4' L IMESTONE, light olivn g ray . '(5Y 6/1) dense, daik g ray (N7) Inminno at26.9' spa r r y c a l c i t p lined lo<;si] f r a g m e n t s f(coral?) at 2Q 4' '

[28:4";29.5' DOLOSTONL". " l i g h t o l ive "qrny " ~\(5Y 6/1) micr i t ic laminated, light g iny (N7)at 29.0' glauconila soecHs at 29.3 . .

/29.5'-30.0' 'SHALE, light g ray (N7) v e r y Tsof t , becoming dolomit ic at 29 65'

,30'-30.r CLAY, medium light grny (NG) ji30.1'-30.5' SHALE, medium_ light gray (N6) |30.5'-3<.5' NO RECOVERY

34.5'-«1.5' LIMESTONE, pale yellowishbrown (10YR 6/2) calclte filled Iraclure(vortical) 34 B'-36 2J. small vugs at 36.25'-36.6' and 36.0', honeycombed weathering at37.25'-37.3'. small brachlopods at 37.3'.grading to light olive gray (5Y 6/1} at38.7'. grading to medium gray (N5) at 39 4'grading (o pal* brown (SYR 5/2) at 41 55'

RO

CK

F

EA

TU

RE

S

— -G

EO

LO

GIC

CO

LU

MN

WE

LL

\

\

"'•

~^"

\

^_

\

Ct

J

\

-]--1-

71 ^

1

1

n/iiP 10/16/87

861 .17 outer 10/16/87

PRn.JFPT T1TI F Supplemental Hydrogeologlc Investlgatiun

PROJECT NUMBER 1'2' 36

1 nrATirvj Lemon Lane Landfil l

CLASSIFIED BY JU/CSS rHFTKFn By "EC

GAMMA RAY

CO

LU

MN

EL

EV

AT

ION

(FT

)

| 840. f

filS.f,

850.6

825.6

820.6

DATE

RANRF '0 TIME

COUNTS

tO Ô 50 40 3

-

-

-

1 112/3/87

/\

\

\

/

/

CON

/MlN

0 I

\X

<;TANT '0

UTE

o 70 to to

\/

-

-

1 1 1

CALIPER

HOLE DIAME TER

(INCHES)

2 4 «

-

-

-

-

.

-

-

OAT

-

-

~

-

-

-

-

f 11/19/87

PERMEABILITY

o2

UJ

DATE

ozt-tnUJD-

•*

O

»-CT)UJ

9/1/87

MW-12

NOTES

-

-

* leits performed at 10 pit .

z —jlffi r SIASUND 1 10UCK~~7P~T INOINKRS, P.C.

SOIL DATA

r

a

n

20

10

-

SiTr

SA

MP

LE

S

SA

MP

LE

N

O

E—

-

—

—

—

RE

CO

VE

RY (

FT

)

-

—

RFACE ELEVA1

P OF CASING E

ut

—

—

:_—

—

ROCK DATA

0z

2tr

4

56

7

I0(ru.

8.5

20

0.5

--

14.5

ot-

20

20.534.1,

--

-

—

—

a

o

a

0

170

69%

—

81*

—

,„„ 860.6

LEGATION 860.95 inner

oorr

- —

—

z2Ui

a:

——

—

—

SUBSURFACE LOG


SOlL/nOCK CLASSIFICATION

soft, micrit ic at 1 7.4 ' ; brown red clay Filled

vug; calcite filled vug at 17.5'. t race iron

18.6--19.61 NO RECOVERY

19.6'-23.0' DOLOSTONE, light ofcve gray

5Y 5/2) micritic. strati f ied, grading to light

olive gray (5Y 6/1). at 21.7' more porous

at 22.2' with sparry calcite

f 's

23.0'-25.7' DOLOSTONE, yellowish groy (5Y

7/2), microcrystalime with pale olive (10Y

6.2) laminations, glauconite Mind t r a c t u i e s

23.7 ' -23.8 ' ; grading pale brown. ( 5YR 5/?)

at 25.1', porous

2S.7 ' -28 .4 ' L I M E S T O N E , light olivo q rny . '

(5Y 6/1) dense, dark g ray |N7) laminnn M

26.9' spa r r y ca lc i to lillod lor.sil t rnqmpnts (

(coral?) at 26 4' f

/?B 4'-59 5' DOLO5TORE7~rTgTii~ olive g r ^ y 1

(5Y 6/1) micri t ic laminated, l ight grny ( N 7 )

'29.5'-30.0' SHALE, light g ray (N7) very 1

soli, becoming dolomitic at 29 65' .\30'-30.V CLAY^ medium light gray (N6) j

30.5 ' -34 5' NO RECOVERY

34.5'-41.5' LIMESTONE, pale yellowish

brown (10YR 6/2) calcite lined Iraclute

(vertical) 34.8'-36.2', small vugs at 36.25'-

36.6' and 36.0', honeycombed weathering at

37.25'-37.3'. smal! brachlopods at 37.3'.

grading to light olive gray (5Y 6/1) at

38.7', grading to medium gray (N5) at 39.4'

P.RZN

TO

CK

FE

AT

UR

ES

f

GE

OL

OG

IC

CO

LU

MN

WE

LL

v.;

J

n

-

~ ;

-•

X

\

•v~ K

-

ii

1 1nATF 10/16/87

861.17 outer 10/16/87

PROJECT TITLE Supplemental Hydrogeo logic Investigation

PROJECT NUMBER "2.36

LOCATION Lemc

CLASSIFIED BY

n Lane Landfill

JLJ/CSS rHFrKFD HY NEC

GAMMA RAY

CO

LU

MN

EL

EV

AT

ION

(F

T)

840.6

-

811). f,

810. f.

825.6

820.6

DATE

riANRF 10 TIMF CONSTANT 10

COUNTS/MINUTE

tO ?0 SO «0 5O to 7O 80 *0

-

-

~

_

-

12/3/87

i / 1 1

/

\

1

\.

/'

\ ;

CALIPER

HOLE DIAME I[R

(INCHES)

1 I

-

-

-

'

-

-

-

-

-

-

OATr'^^/a?

PERMEABILITY

0

t-

OATE

i

UJI-

fO

O

I-

9/1/87

BOPiwr-A-nprur/wFi i MW~I2

NOTES

* lesti performed at 10 pit.

z ~~1/r~~7 ILAILAND i BOUCK~7[ ~) INOINIIRS. P.C.

SOIL DATA

-

SL

0.

SA

MP

LE

N

O

--

.._

—

1—

crUJ

OLJ

ir

—

—

—

UJ

Z

—

"

—

RFiCE E L E V A T I O N

F Or CIS NT. El EV/

BOCK r.'.TA

oz

tt

—

—

•8

—

9

66

3Oau.

—

—

—

-..5

—

—

—

0

-

56.'

—

—

—

—

—

72 .

i?

—

82<>

95S

£

-

-

--

L'

—

—

—

-

—

SUBSURFACE LOG

F.C'i;. /DOCK [ 'E^.CRiPTION

— —

Cfb7^ 1 i/ C L A Y , yelkiv. i:,fi C j i f t y . (5Y 7/7' )

4 i S ' 0 - 4 4 . 3 1 L IMESTONF. pele b r o w n (T.YF15/2) w i t h s p a r r y ca l c i t e specks .

4 4 . 3 ' - 4 5 . 5 ' DOLOSTONE!, O a r k yellow brov.r,. .10YR 4/2) porous

45.6 ' -E0.5 ' LIMESTONE, light olive g ray (iY6/1). s l ight ly laminated, dense, dark q r e y

(N3) 46 .22 ' -46 .36 ' . grading to palp brown( S Y R 5/2) at 47 1 ' . t f> .< i g r a y (N3) 46 1 ' - t

4£ 151. pale b r o w n ( E - V F . f,/2) wiMi purky(wcrr-,y) w e t t h o r i n p e l 4 B . 3 5 1 . s l i g h t l y

laminated, m o d e f f i t e l y p c ( c u s

RF- :? : .

50 5' -52 . 3' S lLTSTOHE . hgni olivp grp.y (^Y ERZr,

6/1). dolomitic

(5_1JB1-52.0' C L A Y , dusky ye l low (5Y 6/4) -

.

(N4) laminated, dark gray (N3) SB am at52 65'. grading dolomiUc at 53 6'. mediumgray (N4), calc i te lined vugs 54 0 ' - 54 ?'

55 .3 ' -58 .5 i NO R E C O V E R Y

58.5'-59.8' SHALE. medium daiK gray. (laminated with darker organic material <

'/i59 B'-BT E' LTDLOSTOTir UgKl g~iay (NIC)mottled with pinkish gray (SYR B/1) pores

linad with calcite, grade* (o light gray (N6) f

laminated SHALE at 61.0'. b recc ia ted at

61.6'-64.65' ' LIMESTONE, light gray (N6)wi th pea-s ized cheM nodu'es

UJ

iu.V

C>0.

- - . .

1-' ^

L\ " *

- -:

^=f= 1

\'

i

:

1 I

1

-' 1

-.-.'—

-L^

i

—•-- ~= .••..; "\

,

Lu.f, [ ) A T f 1U/ I W d -

1 ION St,0-'5'-' nncr S61.1' ' outer 10/16/87

PR

TT;

LL

CL

"i.lFf T NUN'HF R 1 1 ? - ^ f i

V.Tin'J L( '" i ;-' ' '"ne LantJ f i l l

A G S i r i F D fJY JLJ/CSS THFrkFn RY NTG

G A M M A R£Y

% 0_J 1-

815.1

;B I O . C

1

flor, . f

800.fi

HANGf .J^1 1IML CONSTANT LP .

COUNTS/MJNUU

\\

I ::

^^-~^î ./

\j

\\

x) :/

(: /ii

1 :\

^x^^^\^^

^f/

'VNX

U A l F _ V / V _ f i ^ . . .

Cf tL IPER

10LF niAMEIC"

UNCMCS)

? ^ £

-

-

-

-

-

-

-

-

--

-

-

-

r)ATFn/1^87

EF'M^ ARiLITr

o

DAT E

o

VIUJ

"/I/

o

ft?

Mw~12

N O T E S

-

-

- Icsto per f orilec el 10 |i'.: .

z<3^~ffir~~7 IUJUHD It BOUCK/[ ~} INOINEIRS, P.C

SOIL DAIA

ia

. k<>

70

. 75

. 80

L;

0-'. 3

~. d

r,vs

1

--

—

RE

CO

VE

RY

(FT

)

-

- -

—

——

UJu

5z

z

--

—

SURFACE ELEVATION

ROCK D A T A

0

7Dcr

=

—

10

— '

11

—

—

50au.

—

—

;? .5

78.5

0

—

—

7B. r

_.

92.

—

—

a

^

:j

on

ott

--

• i

SUBSURFACE LOG

ro:L/r,vCK u E S C n i F ' T i o r j

50'L / R O C K C L A S T i r IC/.; l;,fj

6< .85 ' -67 .9 ' LIMESTONE, brownish b leck(SYR 2/1) medium hard, fossiii leious. calc i lc vf

nclusions at 67.1 5 ' -67.35 ' , s l i i nae ts el67 .5 - -67 .9 1

(

sly's67.9'-71.6' LIMESTONE, olive grey (5Y 4/1) . .wilh 0 'aylsH black (N2) ca lcareous SHALE,at 68 8'-6B.9'. waatheied. porous '

!

71 6 ' - 7 4 75 ' L I M E S T O N E . b r o w n i s h gin,-(5rH 4 /1) mic r i t i c po rous . Ihin sea.-i 77' 0'-7 2 0 5 ' g ray ish black (N2j S H A L E . h a r dloss i l i le rous 73 .0 ' -73 .T . and I r e c e l oss i l L to74 75 '

(7 4 . 7 5 ' - 7 5 2 ' L IMESTONE, d a r k g r a y (N?.)micnlic, t r a c e brachiopod f ragmen ls i f

75 .2 ' -76 .5- LIMESTONE, light g ray (N7) wilh f,

76,5:^6^6: CELESTITE ^ •76 .6 - -77 .8 1 SHALE, brownish black (5YR f

2/1}, cBlcaieous, laminatBd '/77 .8 1 - /8 .5 ' - . LIMESTONE, light gray (N7) \ 'micntic maanesium dendr l tes, t f f l ce gi*urnni[ft «;(«

78.6 ' -79.6 ' -DOLOSTONE, dark green g ray

til led vugs |

(5Y 6/1) and medium gray (N4) banded,grade* herder at 80. 5' f

f

eS.OS' -Sa.S ' DOLOSTONE. medium dark f

gray (N4) mlcrltlc lew dark gray (N3) bands

ea.s ' -es.o- LIMESTONE, tight gray (N?)micri t ic, grades dark - g r a y at 64.6'

n

X

utr

__.

T S

-

|v "

|

|!

1

I

T"— , -'-

1 -r

-r-Li

i

,'-

LL^\. ,.j.

X.

,\:r

1•-. '. \" ~" X

-J — ["

^ -J-: ci

1

i.iii1

ii

i

i

\

660. f. D A T F 10/16/87

TOP OF riSltjr, Ft FVATIOrJ 860.95 inner 8 C 1 . I 7 outer 10/16/87

PDUJCL1 T I T L E S plilpmeiit.il H% : • <n;ri;l .it; i r lnvpsti i j . i l (in

P R O . J F C T fJIIMRFR 1 1 7 . 3 6

I O C A T I O I J L p n n Lane LJndt • 1 1

Cl A S S I F l F n Pv .11 . I /CSS r x F r K F D R r N[r-

GAN'MA

EL

EV

AT

ION

(F

T)

•?h..f.

/°0.f,

I

765.1

780.

775.

D A T E

RAY

;,-.N<;i U) T IMT CONSTANT 10

C O U N T S /MINUTE

-

1L /

/

[ 1 1 ]

S :

/--

\ ..

\\

_ no iro no no

- _. ,-- ' ' '

- \

-

1 1 I 112/3/87

\

i i i ii i

CALIPER

iGLC [HAMtTCr^

(INCHES)

; 4 ci 1

-

-

-

\

~

-

:

:-

-

_

^

DATF 11/19/87

P C R M C A B ' L l T Y

o2

UJ

X

\-

V

gX

«

gi-1/1UJt-

o

1-

r A T F9/1/87

BQpi'jr./roc|hjG/w,n 1 ^n ^" ' <~

r jOTES

-

-

-

* leitl per tor mcd at 1C p!,1 .

z ~J#~ 7 IUULAND1 BOUCK~/[ ~J ENGINEERS, PC

so DAK.

.100

$LK

UJ

_J

-1

o

—....

—

—

—

—

—

—

u.

tr

a.

—

—

-

—

—

—

—

•D

z

—

—

—

—

—

—

—

—P F A C E F L E V A T I O N

H,-.:... MA

0

—

—1 2

—

—

o

—' ? .L

r

—

-

--

—

—

—

—

D

CL

—

—

--....

—

—

.1Q.

—

—

—

—

—

—

SUBSURFACE LOG

SOIL/ROCK DLV-J i lPMON

SOIL /ROCK Cl ASf . i r i f .ATlOf . 1

f l5 O ' - B B 1 ' ' L l M E S T O f ^ F . da rk g r o > ( N 3 ) ,banded, micri l ic

f

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9-5 C' -98 5' UMtSTONE. llghl grey (NO) line »i>

S l y

98 51 END OF CORING

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SOIL /ROCK K^cniPTlC' . 1

SOIL /ROCK C L A 5 5 H I C A H O M

0-5 5' Fill matenal

5 i'.U.O' CLAY, silly, led

U.0'-20.75- LIMESTONE, v.ry light gray(N7). t race ch«rl and brachlopod losst l

2 . 1 5 i r - n n r f i f l? .36 oulcr 10/16/87

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S/11 /E7 Air i c t c r y dnlleo throuch ic !

to 14 0' wilh 12' inconeroller bil using Gardne rDenver 15-W dnll r i g . Ai t

ro ta iy diill«d througr~ ibediocV to IB.! total depthInstalled 8* s tee l casingCemented In place. Level*C" ptotechon

8/12/87 Air rol«ry dri l led to 58 51

wilh 7-7/6 ' t i icone rol ler bit(hole diamelei 7 -7 /B 1 to 8')Developed well, losing weler

11/17/8 Cal iper logged wi th KnckCfl ipn icggpr

12/3/87 Gumrr.p. rwy loctoc, *i:vi Kn:kgarr.me ra ,- Ic .yu P :

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SUBSURFACE LOG

L,,iL/<,^t',CmMKV.

rOIL / R O T h r ; A ^ F l F l f . / . T i v i r j

20.75'-30.0' LIMESTONE, mridium gray (N5)

LIMESTONE, sof ter at 28.5'

30 0'-37.0' L IMESTONE, medium da rk g r n y(N4) line crys ta l l ine , t /aci , bull L I M E S T O N F

(5B 5/1) with t race yel lowish gray (5Y 8/1)LIMESTONE, hard, solter a! 40.0' and 48.25'

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SUBSURFACE LOG

so:; / R O C K pr^ tRiPi iON

SOIL / H O C K CL .'. r, r.inrAT I O T J

50 0 ' -52 .5 ' UMEEtnNr . yel lo»i : ,M g ' E V(5Y 8/1) modero le ly haid

5J.5--56.D1 VOID. No tecovery

56'. 56. 5' NO R E C O V E R Y

58.5' END OF CORING

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SUBSURFACE LOG

5 5'-12 75' """CLAY", silly, " redd ish bro^n ( < / < ) .t r a c e rock f ragments

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e / i e /67 An r o t a r y dr i l led IhrcugM (il l,s c 1 1 . and bedrock to 1 9 0 'wi th 12' Uicone r o t a r y bitusing a Gaidncr Denver15-W drill rig Set 8' s tee lcasing at 19. i'.

8/19/87 Aif ro tary drilled to 98.5'with 7-7/8* Incone roller bit,set 6-5/B' O D steel casing.Casing was t rern ie g rou ted .

8/20/87 Air r o ta r y drilled wi th S-5/581

(hole diemeler 5 - G / S 1 )

wn ler su rg ingf i / " 1 /B7 Pad-.t-r t P < : e d * c [ ;n / l 7 / 6 7 C n h p e r luggpif *n'i K.P.rt

cahper locjgpi1?/3/87 G«rr.T,n rpy k^C'-d wi!M KetV

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SUBSURFACE LOG

?.C1L /HUL'K UL'-UVin iCV)

SOIL /U("VK ' ! /."ifir;.7 iOr.1

20 0 ' -2U 5' L IMES70NL. mc-Cium grr.y (N5,)t r a c e f o s s i l f i sgmen is . yel lowish g re /(5Y 8 /1 ) at 22. 01

2fe 5 ' - ? 9 0' v e r y soil. cav i l y (?). NOR E T U R N29 0' -30 5' h a r d e r . NO R E T U R N

30 5 - -33 0' s o f t BQBin, c r e v i c e s ' NOR E T U R N

3 3 . 0 ' • 4 0 . 0 ' L I M E S T O N C . medium g r r y ( N 5 ) ,If see brown mud and so f t Q'ay c l ay , hi a iderat 38.0'

40 0' L IMESTONE, ye l lowish g ray (5Y 6/1). hardr Hi/H./t

i-

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SUBSURFACE LOG

r.,,:,,T,v ,.,,.,;,, , • , „ „ ,

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«5.0'-50.0' L IMESTONE, daik g r a y (N3)

t O . O ' - C O . O 1 L IMESTONE:, meûm d a r k g r e y

(Nl), r c l e t i v e l y soil. he rde r at ie.O1

I i ac tu red?

60.0'-67.5' NO RECOVERY

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SUBSURFACE LOG

SOil /r.TJ'K nFT.niFMKV;

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6 7 . 5 ' - 7 5 0' L IMFJSTONE. yel lowish giay(5Y &n) 'me cfysta l l inc, modereleJy hflrd.seller a! e 9 . 0 ' - 7 0 C1

7 5 . 0 - - 7 9 . 0 1 L IMESTONE. dBik gray (N3) .nicr.tii:. ha rder at 77 .75 '

60.0' L IMESTONE, dark O ray (N3). wi thoreyi jh black (N2) shale fiagmenu

80.0'-103- NO RECOVERY

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PHOjL t l HILL f:l': : '' " f ' t-J' ' " • ' ' • ' •• '• ;

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BLASUND I BOUCKiNOINEEBS, P.C. SUBSURFACE LOG

f ,u R E C O V E R Y TO 10:'

103'-107.5' LIMESTONE, llghl c,i,y ( fJ7)f ine gra ined

10 C'.' 7D

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SUBSURFACE LOG

.OIL/LOCK,™,.',.,:,,

rr IL /rv ,;">. n Ar.".ir H~;.T uu

107 S ' - lOf i 5 ' L IM iS lONt . mftlii.-iii to l ightg r a y [ f . ' C ) . h e r d1 0 B . 5 ' - 1 10.L1 L I M E S T O N E , as cbovo. *ilhSHALE, mfdium grey (NL)

1 10.5'-113' L IMESTONE, as above, withmore SHALE

11 3.0'- 11 6.0' L I W E S l O f J E . lighl p ray ( f J 7 )rnoderelc 'y haid to sc!l

1 1 C ' - 1 2 - ' - f 1 I M F S I C M . Nt' i l n rn , (N 'i !, ,c

124. 1,1 END OF CORING

'

!'-! :

i

i

ir -1

1

. 1i

i1 .

; i

hbl. i iAir ' D / l b / t /

T r r CAS NO F L E V A T l O N _!S^ .37 HVl l / 7

pn

n;

LC

CL

LL

r? ; i

• ' i1 . i

^"-.L

D A T E

.M i;", LC- . - L ,-"i. i ,nii!f : : i

/-.ÎMLI- HV _Jl ' ' ' (-- ' . CHFfKFr . . P^ N^

r./.f/f.1./. r./.r

R.'.NGF ^ T I M ' CON1<r,T.'.'JT 10 _.

rnijr.' , •_ .- M i r .u l i

i;l ?•• T 4^ -.(•- (,;-, 7!' «P 10

: V. :

f-i1.0—.120 ^\i

/'

1

\

MO

-

-

I l l

C A I 1 r F R

".'1 i" UI/.MI. HI'

; * e

-

-

-

-

-

—

I

D A T F ' 1 / 1 7 / 8 7

Li'..

- -

ri.v'.-.Fi m

I

f

0

• o

u ..

-

' • ' - 1 / 6 7

r,MFEi ' OF

r j o ;F r .

-

-

-

* Icr.t '.. per f orr.<.-d J !. 10 [•'', ' .

APPENDIX LL-5

APPENDIX LL-5

PACKER TEST FIELD DATA AND DETAILS

Example of Packer Test Calculation

Permeability equation used 1K = _ Q In Lr

where:

o K = permeability in cm/sec.

o Q = constant flow rate of water into test hole in cmVsec;an average Q value was used in all calculations.

o L = length of hole between packers being tested in feet.

o H = head of water in the test hole in feet.

o r = radius of the test hole in feet.

Conversion factors used 1 psi = 2.31 feet = 70.4 cm1 foot = 30.48 cm1 gal/min = 63.1 cm3/sec

Example calculation for well MW-7 at 20 psi

To find H

H = Depth to water table + height of pressure gauge + gauge pressure= 32.02 feet + 2.6 feet + (20 psi) (2.31 feet) = 80.82 feet

Converting to cm; 80.82 feet x 30.48 cm = 2463.39 cm

To find Q average

Individual Q values were determined by taking the difference in meter readings over a 5 minute interval.

Q, = 22396.8 - 22396.3 = 22.26 gal/min5 min.

Converting; (22.26 gal/min)(6.31 cmVsec) = 1404.61 crrvVsec

Q2 = 22505.8 - 22396.3 = 21.9 gal/min5 min

Converting; (21.9 gal/min)(6.31 cm'/sec) = 1381.89 cmVsec

Q3 = 22615 - 22505.8 = 21.84 gal/min5 min

Converting; (21.84 gal/min)(6.31 cmVsec) = 1378.10 cmVsec

W1MB178K7SZ

Example of Packer Test Calculation (Cont'd.)

Q4 = 22724.2 - 22615.0 = 21.84 gal/min5 min

Converting; (21.84 gal/min)(6.31 cm3/sec) = 1378.10 cm3**

Q average = Q.+Q,+Q,+Q, = 1404.61 + 1381.89 + 1378.1 + 1378.10 = 1385.68 cm4

To find L

L = 94.5 feet - 32 feet = 62.5 feetConverting to cm; (62.5 feet)(30.48 cm) = 1905 cm

To find r/

r = radius of test hole = 2 inchesConverting to cm; (2 inches)(2.54 cm) = 5.08 cm

Solving for K

K = Q In _L(2)(3.14)(L)(H) r

= 1385.68 crrvVsec In 1905 cm(2)(3.14)(1905cm)(2463.39 cm) 5.08cm

= (4.7 x 10-*)(5.93) = 2.8 x 10 * cm/sec

Reference

1. 'U.S. Department of Interior. Bureau of Reclamation. Design of Small Dams' Foundation andConstruction Materials and Laboratory Test. Page 193-196.

17ME7SZ

SINGLE PACKER TEST DETAILS

PROJECT MAMF WesUnghouse, Bloomington Sites r.flRlNG / RORING Mw'7

112.36


PERSONNEL JLJ/NEC

nflTF 9/23/87

HEIGHT OF CASINGSTICK UP

.

\_, „, DEPTH TO3Z'02 WATER TABLE

\

X

\

PERFORATED PIPE-

\

\

\

THEIGHT OF GAUGE

I2 6 -

-STEEL

\

ntrpTH 25.0'

DEPTH TOPACKER 32-°'

\

\

^

X

BEDROCK

TEST INTERVAL 62-5 '

\

NOTES:

Performed at 10 and 20 psi .

S~f/? BLASLAND It BOUCKENGINEERS. P.C.


PROJECT NAME "esttnghouse, Bloomington Sites CORING / RnpiMfi m~7

PROJECT NUMBER 112.36 PERSONNEL JLJ/NEG

LOCATION Lemon Lane Landfill DATE 9/23/87

HEIGHT OF GAUGE 2-6 '

1HEIGHT OF CASING

STICK UP

O • \ • X o

\\ DEPT

32.02' WATFR

H TOTABLE

\ / \

X ^ \

\ ' \

HOI F OIAUF.TFR *-°"

r»ppTn 9^.5'

/

-

/—

%o

o

o

0

o

o

o

0

oo

~\

-f'

1

DEP-

PAC

TEST

1

/• ' ^° / ' . '

o .' \ SOIL"^ ^? x

./ \

STFFI r.A«;iNR DFPTH 25.0'

•H TO /KFR 80.0'

\

\ / X

BEDROCK -x

\ ^ \

INTFRVA( 1*.5'

NOTES:

Performed at 10, 20, and 30 psl.

•LASLAND li tOOCKENGINEERS, P.C.

DOUBLE PACKER TEST DETAILS

PROJECT HAUF Westinghouse. Bloom^ngton S<tes CORING / BORING Mw'7

PROJECT NUMBER 112.36 PERSONNEL *££.

Lemon Lane LandfUl O A T F 9/2W87

9T

HEIGHT OF GAUGE 2 '6 '

IHEIGHT OF CASING

STl f tK UP

0 - \ - ^ o

\\ DEPT

»2.Q5' WATER

V

H TOTABLE

\ / \

\ ' pAcKCR '

MOI F OIAMFTFR ^-O"

Jf—

%

^//<

O

o

0

oo

oo

\

^_y

~s//,— f

1

DEPTPAC

TEST

1

'• • ^Q ' : • 'o . \ °'L"^ & ^

/ \STEEL CASING DEPTH 25.0'

rH TO /KFR <».*• ^

\

\ / X

f ^

^~ BEDROCK -x

} \INTFRVAI 15.6'

\

NOTES:

Performed at 10, 20, and 30 pst.

UAIIAMO k MWCK

PROJECT

PROJECT


Westinghouse. B1oominqton Sites CORING / RnRiNR MW~7

112.36 PERSONNEL 1§£

Lemon Lane Landfill DATE 9/2V87

9T


HEIGHT OF CASINGSTICK IIP

v-^'7\

\ OEPT^2-05' WATER

T

H TOTABLE

\ / \

/ \

\

HOLE DIAMFTFR 4.0"

DFPTH 9*. 5'

f—

^

f~/f'/

\—

0

o

oo

oo

o

7\V,Li

—\s/>— I

+

DEP1PAC

TEST

I

o \ •"""") & ^.

/ \

9TFF1 TA^lNf; HFPTH 25.0"

"H TO /KFR 49.4' X

\

\ / \

^ X

BEDROCK -^

) \INTFRVAI 16.6'

\ ^

NOTES:

Performed at 10 and 20 psi .

BIASLAMO 4 *QUCXINOINIin, P.C.


MAMFWestlnqhouse. Bloomington Sites CORING / BORING __J?HLZ_

PROJECT NUMBER 112.36 PERSONNEL NEC

i nra-rinM Lemon Lane Landfill DATE _ 9/2f/87

THEIGHT OF GAUGE 2-6 '

tHEIGHT OF CASING

STICK UP

O • ^ o

\

\ DEPT_JtLtO_5' WATER

T

H TOTABLE

\ / \/ PAftf F"R ^

PFF7FnRATFn PlPF

\

HOLF DIAMETFR *.0"

1r-

'//

//<

0

o

0

o

o

oo

7)LJ

—\//_y

DEP1PAC

1

TEST

'

O \ J\ • ^2

/ \_ ^TFFl CASING DFPTH 25.0'

rn TO xKFR «.0' ^

\

\ / ^

^"^ X

^- BEDROCK -s

) \

" v \

NOTES

Performed at 10, 20, and 30 psf .

/J/? KASLAND A•MwvMnHH, P


PROJECT NAME Westinghouse, Bloomfngton Sttes

PROJECT NUMBER 112i?6


CORING / RnRiNfi MW-7

PERSONNEL JLJ

DATE _9/25/87

THEIGHT OF GAUGE 2 -6 '


0 - \ . ^ o

\

\ DEPT^2.6' WATFR

V

H TOTABLE

\ / \

x ^ \

HOLE niAMFTFR ^.0"

OFPTH 9*.S-

-

'//"

^

o

0

0

o

0

oo

7\^y' >

JJ

-^V/-— /

.

DEP1PAC

TEST

1

/• ' <^* ' - .

o . \ so'L~i c? x

/ \o c n '<;TFFI TAÎNR PFPTH t->«u

FH TO . , /-KFR 3 >0

\

\ / X

r -^^ X

^ BEDROCK -,

) \INTFBVAI 10.9'

x \

NOTES:

Performed at 10 and 16 pst .

•LASLANO » BOUCXINOINIIK, PC

PACKER TEST LOG

Project Title Westlnghouse, Bloomlngton SttesTest Date 9/23/87

Project No. n2.36 Boring Diameter(2rl_41.

Location Lemon Lane Landfill

Boring No. VOLO.

Personnel JLJ/NEG

.Casing Height i.98 '

Gauge Height 2-6'

Test No.

1

Depth Interval

To(ft) From(ft)

94.5 32.0

[ Depth toWaterTable

32.02

Height °'Qauge(ft)

2.6

GaugePressure

10 psi

20 psi

j

J-

Meter Reading

Start Finish

21865.0

21953.1

22040.9

22130.0

22285.0

22396.3

22505.8

22615.0

21953.1

22040.9

22130.0

22216.9

22396.3

22505.8

22615.0

22724.2

Time

Start Finish

0

5:00

10:00

15:04

0

5:00

10:00

15:00

5:00

10:00

15.04

20:00

5:00

10:00

15:00

20:00

PACKER TEST LOG

Project Title WesUnqhouse BlooiMngton Sttes Test Date 9/23/87

Project No. H2.36 Boring Diameter(2rl_jL°ll_Location Lemon Lane Landfill

Boring No. J±2Personnel

.Casing Height

Gauge Height .

1.98'

2.6'

Test No.

2

Depth Interval

To(ft) From(ft)

94.5 80.00

[ Depth to.

Water

Table

32.02

Height °'Qauge(ft)

2.6

QaugePressure

10 psl

20 psi

30 psl

Meter Reading

Start Finish

22769.0

22777.6

22786.3

22794.6

22803.5

22832.1

22854.8

22878.1

22909.5

22937.5

22965.3

22993.3

22777.6

22786.3

22794.6

22803.5

22832.1

22854.8

22878.1

22900.3

22937.5

22965.3

22993.3

23021.3

Time

IStart Finish I

0

5:01

10:00

15:00

o

5:00

10:00

15:05

0

5:00

10:00

15:00

5:01

10:00

15:00

20:15

5;00

10:00

15:05

20:00

5:00

10:00

15:00

20:00

PACKER TEST LOG

Project Title Hestinghouse Bloomington Sites Jest Date 9/24/87

Project No. "2.36


Boring No. Mw'7

_ Boring Dlameter(2r) 4.0"

.Casing Height i.98»

Gauge Height 2-6 '

Personnel NEC

Test Ho.

3

Depth Interval

To(ft) From(ft)

80.0 64.4

[ Depth to.

Water

Table

42.05

Height of

Gauoe(fl)

2.6

GaugePressure

10 psi

20 psf

30 psl

Meter Reading

Start Finish

23027.4

23027.4

23027.4

23027.4

23028.7

23028.7

23028.75

23028.75

23029.5

23029.5

23029.5

23029.5

23027.4

23027.4

23027.4

23027.4

23028.7

23028.75

23028.75

23028.75

23029.5

23029.5

23029.5

23029.5

1Time

Start Finish

0

5:00

10:00

15:00

0

5:00

10:00

15:00

0

5:00

10:00

15:00

5:00

10:00

15:00

20:00

5:00

10:00

15:00

19:48

5:00

10:00

15:00

20:00

PACKER TEST LOGProject Title Westinghouse B1oomtngton Sites yest Date 9/24/87

Project No. 112.36Location Lemon Lane Landfill

Boring No. M*"7

Personnel NEC

_Boring Diameter(2rl_it°!l.Casing Height 1.96'

Gauge Height 2 -6 '

Test No.

4

Depth Interval

To(ft) From(ft)

66.0 49.4

[" Depth to.WaterTable

42.05

Height of

GaugeUD

2.6

GaugePressure

10 psf

20 psi

Meter Reading

Start Finish

23043.0

23128.1

23193.6

23279.1

23445.0

23547.6

23630.0

23722.5

23128.1

23193.6

23279.1

23344.6

23547.6

23630.0

23722.5

23815.0

Time

Start Finish

0

5:00

10:00

15:00

0

5:00

10:00

15:00

5:00

10:00

15:00

20:00

5:00

10:00

15:00

20:00

PACKER TEST LOG

Project Title Westtnqhouse Bloominqton Sites Test Dflte 9/24/87

Project No. 112.36 Boring Diameter(2r) t.Q"


Boring No. HW"7

Personnel NEC

.Casing Height __L2§L.

Gauge Height 2-6 '

Test No.

5

Depth Interval

To(ft) From(ft)

50.6 «.o

[ Depth to.

Water

Table

42.05

Height of

Gauge(ft)

2.6

GaugePresaure

10 psl

20 psf

30 psf

Meter Reading

Start . Finish

23832.5

23838.2

23843.5

23849.0

23860.0

23879.0

23891.9

23907.7

23931.0

23952.7

23974.5

23996.0

23838.2

23843.5

23849.0

23854.3

23879.0

23891.9

23907.7

23923.4

23952.7

23974.5

23996.0

24021 7

ITime

1Start Finish |

0

5:00

10:00

15:00

0

6:00

10:00

15:00

0

5:00

10:00

15:00

5:00

10:00

15:00

20:00

6:00

10:00

15:00

20:00

5:00

10:00

15:00

21:00

PACKER TEST LOG

Project Title Westlnghouse BloorMngton Sites Test Date 9/25/87

Project No. H2.36 Boring Diameter(2rL_ii°lLLocation Lemon Lane Landfill

Boring No. J±Z

Personnel JLJ

.Casing Height

Gauge Height.

1.98'

2.6'

Test Ho.

6

Depth Interval

To(ft) From(ft)

40.9 30.0

Depth to.

WaterTable

42.6

Height °'Gauge(fJ)

2.6

GaugePressure

10 psl

16 pst

Meter Reading

Start ' Finish

24110.0

24194.8

24289.4

24364.5

24485.0

24580.9

24676.9

24772.9

24194.8

24289.4

24364.5

24449.4

24580.9

24676.9

24772.9

24869.1

Time

Start Finish

0

5:00

10:35

15:00

0

5:00

10:00

15:00

5:00

10:35

15:00

20:00

5:00

10:00

15:00

20:00


PROJECT NAME """nghouse. Bloomlngton Sites COR(N(. /

NUMBER112-36


C-2 (MW-10)

PERSONNEL JLJ

DATE 9/15/87


\

\ DEPTH TO69.t' WATER TABLE

\/

\

PERFORATED PIPE

\

HOLE DIAMFTFR » 5/8"

nFPTH 97.0'

\

\


i

\

\DEPTH.

DEPTH TOPACKER 79.9'

/

\

\

^- BEDROCK

\

TEST INTERVAL _LJJ_

NOTES

Performed at 10, 20, and 30 psi .

/ ~JM ftlAILANO k BOUCKrc.


PROJECT NAME Westinqhouse, Bloomington Sites CORING /

PROJECT NUMBER 112.36 PERSONNEL


C-2 (MW-10)

O A T F 9/15/89

^fOF GAUGE 2-6'

IHEIGHT OF CASING

STITK IIP

O • ^ o

\\ DEPT

69.fr' WATER

V

H TOTABLE

\ / \

X ^ \

\

DFPTH 97.0'

1r~

%

f~

//<

O

0

o

0

o

0

o

—\

LJ

— \ty/

.

-t

DEP1PAC

1

TEST

/- ' ^ / . '

/ \

FH TO /KFR 74.9' '

\

\ / X

' /

^- BEDROCK -v

) \IMTFRVAI 7.1'

^ \

NOTES

Performed at 10, 20, and 29 pst .

/~Jyf MJkSLANO & iOOCKOlOINilK. P.C.


PROJECT MAUF Westinghouse, Bloomington Sites rnffimr. / nnffiMfi C-2 (MW-10)

PROJECT NUMBER 1T2.36 PERSONNEL JU

LOCATION j-emon Lane Landf-tll DATE 9/15/87


iHEIGHT OF CASING

STir K UP _ . . . . . .

1 ^^^

O • x - ^ o

\X 69 k- D£PT

o.? * t \A/ATFR

T

H TOTABLE

\ / \

HOLE niaMFTFR ** 5/8"

nFPTH 97.0'

Jr~

y/

//'\

0

O

O

0

o

oo

'-y

-}

—\//—/

• **• • •

OEP1PAC

TEST

i

-/. ' . 0 / '

o- . \ S01L") G x

/ \^TpFL fi^/NR nfPTH "•"

fH TO /KFR 68.9' '

\

\ / x

r .---•

^~ BEDROCK -,

) \

INTFRVAI 7.1'

X

\ \

NOTES:

Performed at 10, 20, and 30 psl .

KASIAMD * •OOCKINOINHK. P.C.

PACKER TEST LOG

Project Title westinohouse Bioominoton sttes Test Date 9/15/87

Project No. 112.36 Boring Dlameterterl » 5/8"

Location Lemon Lane Landfill .Casing Height Ground Level,

Boring No. c-2 (MW-IO) Gauge Height 2 - 6 '

Personnel JLJ

Test No.

1

Depth Interval

To(ft) From(ft)

87.0 79.9

[ Depth to.WaterTable

69.*

Height of

Oauge(ft)

2.6

GaugePressure

10 psl

20 Psf

30 psf

Meter Reading

Start Finish

19179.0

192^6. f

19311.8

19377.it

mss.o

19569.9

1 9655 . 1

19709.9

1979<t.4

1990^.0

20005.8

20109.6

20205.5

19246. 1

19311.8

19377.*

1 9^5.1

19569.9

19655.1

19689.1

19794.^

19880.1

20005.8

20109.6

20205.5

20309.8

Time

Start Finish

0

5:00

10:00

15:00

0

5:00

10:00

18:30

23:30

0

5:00

10:06

15:20

5:00

10:00

15:00

20:00

5:00

10:00

12:00

23:30

2fl-10

5:00

10:06

15:20

20:00

PACKER TEST LOG

Project Title Westlnghouse Bloomington Sites Jest Date 9/15/87

Project No. 112-36 _Boring Dlameterter) » 5/8"


Boring No. c'2 W-"»

.Casing Height Ground Level

Personnel JLJ

Gauge Height 2.6'

Test No.

2

Depth Interval

To(ft) From(ft)

82 74.9

[ Depth to

Water

Table

69.4

Height o'GaugeOU

2.6

GaugePressure

10 psf

20 psi

29 psl

Meter Reading

Start Finish

20565.0

20629.0

20690.9

20754.2

20839.0

20919.0

21 003. if

21085.6

21210.0

21305.8

2H01.3

21497.0

20629.0

20690.9

20754.2

20817.6

20919.0

21003.4

21085.6

21167.8

21305.8

21401.3

21497.0

21594.2

Time

Start Finish

0

5:05

10:00

15:00

0

4:52

10:00

15:00

0

5:00

10:00

1: :00

5:05

10:00

15:00

20:00

4J52

10:00

15:00

20:00

5:00

10:00

15:00

20:05

PACKER TEST LOG

Project Title W«st1nghouse Bloomington Sites Jest Data 9/15/87

Project No. 112.36 Boring Diameter(2r) * 5/a"


Boring No. c-2 (Hw-io)

.Casing Height Ground Level

Gauge Height 2.6'

Personnel JLJ

Test No.

3

Depth Interval

To(ft) From(ft)

76 68.9

[ Depth to.

Water

Table

69.4

Height °'Gauge(fl)

2.6

GaugePressure

10 psi

20 psf

30 psl

Meter Reading

Start Finish

21641.5

21650.8

21667.1

21672.7

21680.6

21688.1

21695.8

21703.2

21715.0

21724.8

21732.5

21741.0

21650.8

21667.1

21672.7

21678.5

21688.1

21695.8

21703.2

21710.5

21724.8

21732.5

21741.0

21749.3

Time

Start Finish

0

5:00

10:07

15:00

0

5:00

10:00

15:00

0

5:35

10:00

15:00

5:00

10:07

15:00

20:00

5:00

10:00

15:00

20:00

5:35

10:00

15:00

20:00


PROJECT MAMF Westinqhouse. Bloom-nqton Sites CORINCi / RORlNf, MM-11

PROJECT NUMBER 112.36 PERSONNEL JU

LOCATION Lemon Lane Landfill DATE 9/**/87


1HEIGHT OF CASING

<?TirK IIP

O. - \ - ^ o

\

\ DEPT57.4' WATFR

V

H TOTABLE

\ / \

\ \HOLF DIAMFTFR ., 6-)./8"

PFPTH 90.0'

/

t/ —

YSo

0

o

0

o

0

0

oo

o

— \

yy_/

.

^

DEP1PAC

1

i

TEST

i

// • ±a/ . -o \ SOIL~^ & ^

/ \9TFFI rACSINR OFPTH 15.0'

•H TO /KFR 55.0' /

\

\ / ^

^- BEDROCK -v

\ ^ \

INTFRVAI 35.0'

\ \

NOTES:

Performed at 10, 20, and 30 psi.

KASLAND & BOUCKENGINEERS, P.C.


PROJECT MAMF Westinghouse, Bloomfngton Sttes CORING / BORING Jl*lll_

PROJECT NUMBER 112.36 PERSONNEL J

LOCATION Lemon Lane Landfm HATF 9/9/87

THEIGHT OF GAUGE 2.6'

IHEIGHT OF CASING

STir.K UP

0. - \ - X o

\

^ fi3 03' DEPTD o • u j WATPR

T

H TOTABLE

\ / \

X ^ \

\ \ /

HOLE DIAMETER _L2/§1'

an n *nPPTW 7U«u

-

r-

%o

o

0

oo

oo

o

oo

—\

LJ

-t

DEP1PAC

TEST

1

•** " " * S

o . \ SOIL"7 & x

/ \9TFFI r.A<;iNR OFPTH 15.0'

•H TO /KFR 10.3'

\

\ / X

^ BEDROCK -s

\ ^ \

INTFRVAI 79.9'

NOTES:

Performed at 10, 20, and 30 psf .

•LASLANO k BOUCKtNOiNfiAS, P.C.

PACKER TEST LOG

Project Title Westinghouse Bloomlngton SUes Test Date 9A/87

Project No. 112.36 Boring Diameter(2rl 6 1/8"Location Lemon Lane Landfm

MW-11Boring No.

Personnel JLJ

.Casing Height 2.5 •

Gauge Height i

k

Test No.

1

Depth Interval

To(ft) From(ft)

90 55

[ Depth to.

Water

Table

57. it

Height °'Gauge(fl)

2.6

GaugePreaaure

10 psl

20 psf

30 psl

Meter Reading

Start Finish

17663.0

17671.2

17678.9

17686.8

177W.O

17770.5

17799.2

17828.6

17877.0

17913.3

17950.5

17996.8

17671.2

17678.9

17686.8

1769^.6

17770.5

17799.2

17828.6

17859.1

17913.3

17950.5

17996.8

18028.2

Time ^

Start Finish

0

5:00

10:00

15:00

0

5:00

10:00

15:00

0

5:00

10:00

16:00

5:00

10:00

15:00

20:00

5:00

10:00

15:00

20:09

5:00

10:00

16:00

20:00

PACKER TEST LOG

Project Title Westinghouse Bloomington Sf tes Jest Pate 9/9/87

Project No. "2.36Location Lemon Lane Landfill

Boring No. LU

Personnel JLJ

_Boring Diameter(2r) 6.

.Casing Height 2 .5 '

1/8'

Gauge Height 2 .6 '

Test No.

2

Depth Interval

To(ft) From(ft)

90 10.3

' Depth to.

Water

Table

63.03

Height ofQauge(ft)

2.6

GaugePressure

10 psi

20 psf

30 psl

Meter Reading

Start . Finish

18108.5

18131.0

18152.1

18173.3

18214.0

182*2.9

18283. 4

18299.3

18364.0

8389.8

18426.2

18462.1

18131.0

18152.1

18173.3

18194.5

18242.9

18283.4

18299.3

18326.7

18389.8

18426.2

18462.1

18498.6

Time

Start Finish

0

5:00

10:00

15:00

0

5:03

10:29

15:00

0

5:02

10:04

15:00

5:00

10:00

15:00

20:00

5:03

10:29

15:00

20:00

5:02

10:04

15:00

20:00


PROJECT NAMF Westfnghouse. Bloomlngton Sites CORING / BORING iLJMlllL

NUMBER 112.36 PERSONNEL _CSS

Lemon Lane Landfill DATE 9/1/87

THEIGHT OF GAUGE 2.6 '

IHEIGHT OF CASING

STICK UP

1 ^^^

0. - \ - o

\

9^.5' WATER TABLE

V

\ / \

^ \

ppppno ATFn pirr

\ \ /

HOLE DIAMETFR& 1/8"

nFPTH98.5'

_

•%

0

o

o

0

o

o0

0

oo

~\

(j

•+

^*^^

s- . "- . O /

O . \ ' J & .

/ \1 Q c i

DEPTH TO /PACKFR 78.5'

TEST

1

\ ^

\ / X

' /

^ BEDROCK -,

\ 1 \

INTFRVAI 20. 01

/

\

\ \

NOTES:

Performed at 30 and <*0 psi

S~?/? BLASLAND It BOUCKENGINEERS, P.C.


PROJECT MAMF Hestinghouse. B1oominqton Sites rnRiMfi / PORING C-1 (HW-12)

PROJECT NUMBER 112-36 PERSONNEL css


THEIGHT OF GAUGE 2.6'

IHEIGHT OF CASING

STICK IIP

O. - x - X o

\

\ DEPT9^.5' WATFR

V

H TOTABLE

\ / \/

OAPWFD _ ^-

^ / \

\ \ /HOLE niAMFTFP 6 1/8"

PFPTH 98.5'

jr~

%

0

o

o

oo

0

0

o

oo

~\

LJ

1-

DEP1PAC

1

TEST

1

I

S" . ' ' f

/ \

STFFI CASING DFPTH 19.5'

"H TO /KFR 86'

\

\ / X

^- BEDROCK -v

\ J \

INTFRX/fll 12.5'

/

\

NOTES:

Performed at 10, 20, 30, and <tO psf

S~7jr •LASLAND * IOUCKENOINEERS, P.C.

PACKER TEST LOGPage 1 of 2

Project Title Westlnghouse BloorMnqton Sites Test Date 9/1/87

Project No. H2.36 Boring Diameter(2r) 6 1/8"


Boring No. (C-D Mw-12

Personnel

.Casing Height

Gauge Height .

.6'

CSS

1

Teat No.

1

2

Depth Interval

To(ft) From(ft)

98.5

98.5

86

78.5

[" Depth to.

Water

Table

94.5

94.5

Height of

Qauge(ft)

2.6

2.6

GaugePressure

10 psf

20 psf

30 psf

40 psf

10

20

30 psl

Meter Reading

Start Finish

0017586.4

0017588.9

0017591.3

0017591.3

0017592.2

0017592.2

0017598.7

17608.4

17608.7

0017612.6

0017613.35

0017613.7

0017614.25

0017614.5

0017586.4

0017588.9

0017591.3

0017591.3

0017592.2

0017592.2

0017598.7

17608.7

17608.8

0017613.3!

0017613.7

0017614.25

0017614.5

0017614.5

ITime >-.,

Start Finish

0

0

0

5:00

0

5:00

0

0

5:00

0

5:00

10:00

15:22

20:00

5:00

5:00

5:00

10:00

5:00

10:00

5:00

5:00

10:00

5:00

10:00

15:22

20:00

25:00

PACKER TEST LOGPage 2 of

Project Title Westlnghouse Blootntngton STtesrrest Date 9/1/87

Project NO. 112.36 ' *

Location Lemon Lane Land'MI 1

Boring No. (c'1

Personnel css

HW'12

Boring Diameter(2r) 6 1/8"

Casing Height -6'

Gauge Height _1^

Test No.

2Cont'd.

Depth Interval

To(ft) From(ft)

98.5 78.5

[ Depth toWaterTable

94.5

Height °'Qauoe(ft)

2.6

GaugePressure

30 psl

W psl

Meter Reading

Start Finish

00176H.5

17615.85

17616.4

17616.7

17617.1

17617.6

0017614.6

17616.4

17616.7

17617.1

17617.6

17617.9

Time

Start Finish

25:00

0

5:00

10:00

15:00

20:00

30:00

5:00

10:00

15:00

20:00

25:00


PROJECT MAUF Westinghouse. Bloominqton Sites CORING / BORING J HLli

PROJECT NUMBER 112.36 PERSONNEL ^LJ



iHEIGHT OF CASING

STICK UP

O. • x - X o

\\ DEPT

96.88' WATFR

T

H TOTABLE

\ / \

\ \

HOI F OiAMFTFf*5 6/8" _

OFPTH 123.0'

/

jr—

//t

O

O

O

oo

oo

o

0

o

-)

-}

,

DEPn

PAC

TEST

1

%'. ' : V"-1LV^/ \

- ^TEEL CAîNR HFPTH 19.0"

PH TO /kFR 113.0'

\

\ / X

^~ BEDROCK -x

\ ^ \

INTFRVAI 10.0'

NOTES:

Performed at 10, 20, and 30 psf

•LASLAND It BOUCKENGINEERS. P.C.


PROJECT MAMF Westlnghouse. Bloomfngton Sttes CORING / RORiNf! MW-U

PROJECT NUMBER 112.36 PERSONNEL JLJ



1HEIGHT OF CASING

STICK UP

O. • \ - X o

\

\ DEPT96.88' WATER

H TOTABLE

\ / \

X ' \

\ \

nni F niiMFTFR 5 6/8"

npp-TH 123.0'

/

. ir~

%

o0

0

o0

0

o

o

o0

-\

L)

^

DEPlPAC

TEST

I

"o ' ; V"-1^ „ '^/ \

•H TO /KFF? 93. V

\

\ / x

^- BEDROCK -x

INTFRVAI 29.6'

\ ^

NOTES:

Performed at 10, 20, and 30 psi.

•LAS LAND » IOUCKENGINEERS. P.C.

PACKER TEST LOG

Project Title Westlnghouse Bloomlngton S1teSJest Data 8/21/87

Project No. "2-36 Boring Diameter(2rLJ_6/§^Location Lemon Lane Landfill

Boring No. MW-U

Personnel Ju

.Casing Height

Gauge Height 2.6

Test No.

1

Depth Interval

To(ft) From(ft)

123 113

f Depth toWaterTable

96.88

Height of

Gauge(fl)

2.6

Gauge 1 Meter ReadingPressure I

| Start Finish

10 psf J 17510.5II

20 psl

30 psi

R

17510.8

17511.5

17511 .5

17513.3

17513.<t

17513.4

175H.5

17514.5

17515.3

17515.4

17510.8

17511.5

17511.5

17511.5

17513.4

17513.4

17513.4

17514.5

17515.3

17515.4

17515.6

Time

Start Finish

0

5:00

10:00

15:00

0

5:00

15:00

0

5:00

10:00

15:00

5:00

10:00

15:00

20:00

5:00

10:00

20:00

5:00

10:00

15:00

20:00

PACKER TEST LOG

Project Title WesUnqhouse BlooiMnqton SHssTest Date 8/21/87

Project No. H2-36 Boring Dlameterter) s 6/8"


MW-14Boring No.

Personnel JLJ

.Casing Height .6'

Gauge Height

Test No.

2

Depth Interval

To(ft) From(ft)

123 93.4

Depth to.WaterTable

96.88

Height °<Qauge(fi)

2.6

GaugePressure

10 psf

20 psl

** 30 psi

Meter Reading

Start Finish

17523.9

17525.4

17526.8

17528.0

17532.2

17536.8

17541.0

17544.4

17567.5

17573.5

17579.4

17585.1

17525.4

17526.8

17528.0

17529.2

17536.8

17541.0

17544.4

17547.7

17573.5

17579.4

17585.1

17591.0

Time

Start Finish

0

5:00

10:00

15:00

0

5:00

10:00

15:00

0

5:00

10:00

15:00

5:00

10:00

15:00

20:00

5:00

10:00

15:00

20:00

5:00

10:00

15:00

20:00

** Note: During the 30 pressure interval test the packer dislodged and moved up the hole. It was reset tothe same depth.

SPS*§

APPENDIX LL-6

-(• J ' - . --r-'ft- '• i»"

APPENDIX LL-6

SLUG TEST FIELD DATA

SLUGCQMP.WKE S.J. Rossello. March 19S8

Proj ect:Project No.:Well No.:Test Date:Formation Tes,ted:

LL SHIP112.36LL EPA--B110/26/87ST.LOUIS LMS

Rising (R) or Falling <F) Head Test:F

Datum height (ft)Static Water Level (ft)Depth to bottom of screen(ft from around level)

Baring Diameter (in)Casing Diameter (in)So sen Diameter (in)Screen Length (ft)Depth to BoundaryDelta H at time O (ft)Delta H at Time t (ft)Time t (seconds)Ratio Kh/KvF'orositv of Filter Pact;

2.0148.37 TOC/ / -rr=-OO . w'wJ

3.502. 002. 005.00SO. OO0.970.23421

K (Bouwer-Rice)K (Hvorslev Time Lag)K (Hvorslev Variable Head)

cm/sec2.1E-32.6E-32.6E-3

-lie: BLUGREDU.WKSCr a cited s January. 1983SLUG TEST DATA REDUCTION

Well No EPA-B1 Initial Depth to water (-ft)jInitial Time (seconds):

Clock Time Depth to water

HR MN Sec

0~T

31214171921~?"T;

262830-T "-»

35_,-.,

3941454751535559

1 61 S1 161 1?1 271 -^

1 412 29

FT IN

48.3747. 1547.5047.7247.6247.8247.8747.9047.9347.9748. 0048. 0248. 0648. 1048. 1248. 1348. 1448. 1943.2O48.2148.2348.2448.2448. 2648.2748.2948.3048.3143.3148.3248.33

El apsedTime inSeconds

0. 003. 008. 00

1 2 . 0 014. 001 7 . OO19.0021 . 0023. 0026. 0023. 0030 . 0032. 0035. 0037.0039. 004 1 . OO45. OO47. 0051.0053. OO55. 0059.0066. 0063. 0076. 0079. 0087. 0093 . 00101.00149. 00

48.370. 00

HeadChangein -feet

0. 001 •'"• —J. . .!_ _<

-0. 37-0. 65-0.. 75-0.55-0.5O- 0 . 47-0. 44

-• 0. 40-0,37-0.. 35-0.31-0. 27-0.25— 0 . 24-0.24-0. IS-O. 13-0. 17-O. 14-0. 13-0. 13-0. 12-0 . 1 0-0. C»9- 0 . 0 7-0. 06-0.. 06— 0 . 05-0. 04

HeadChang*i f : era.

0 . 00-37. 22-26. 43-19. 75-22. 79-16.71-.15. 19-14. 28. _ 1 -T "1 V

-12. 15-11. 24- 1 0 . 63

.... 9 . 4 2-8. 20•-7 . 60-7.29-7. 14-5.47_.rr T

-5.01-4.25- 4 . 1 0-3 . 95-3.49-3.04-2.58-2. 13-1.97- 1 . 32

-j rrr.•~ I • '-/.i

— 1 T? '"?

SLUGCDMP.WKS c. B.J. Rossello, March 19G8

Pro i ect:Project No. :Well No.:Test Date:Formation Tested:

LL SHIP112.36LL EPA-B21O/26/B7ST.LOUIS LMS

Rising '.R) or Falling (F) Head Test: F

Datum height (ft)Static Water Level (ft)Depth to bottom o-f screen(it -from ground level)

Boring Diameter (in)Casing Diameter (in)Screen Diameter (in)Screen Length (-ft)Depth to BoundaryDelta H at time 0 (-ft)Delta H at Time t (ft)Time t (seconds)Ratio Kh/KvPorosits' of Filter Pack

1 . 2065. 12 TOC73.37

3 . 502 . OO2. OO5 . OO

105. OO1.310. 30381

0. 3

K (Bouwer—Rice)K (Hvorslev Time Lag)K (Hvorslev VanablR Head)

cm/sec2.3E-33.0E-32.9E-3

File: GLUGREDU.WKSCreated: January. 1988SLUG TEST DATA REDUCTION

Well No EFA-B2 Initial Depth to water (ft):Initial Time (seconds):

C.1 ock Ti me

HP MN Sec

047

12ia2227T T1

3641465157

1 11 31 101 151 2O1 271 40

Depth

FT

65.65.65 .64.64.64.64.64.64.64.64.64.64.64.64.64.64.64.63.63.

to water

IN

12190500625443-T-T,

27

^ 17130907050301OO9997

El apsedTime inSeconds

0 .4.7.12.18.,-•> ,--,

27."TO

36 .41.46.51.57.61.65.7O.75.80.87.

1OO.

00OO00OO000000000000000000OO00OOOO000000

65.o.

12OO

HeadChangein -feet

0.0 .- 0 .— 0 .— o .-0.--0.-0.-0.-0.-0.1 •

-1.-1.

-I

!•

!•

--1.~~ 1 «

-1.

0007O7•-'*!

50586979859095000406030911121416

HeadCnanuei n c iii .

0.ji .*n

-9.-15.-17.-20.-24.

f-%cr~*- J .

-27.-28.-3O.-31.

-T f-i

— ~ '7l

~ o -.!:• •__~T~^

-34.-34.-35.

001313721977

9600823436^-TJi- •_''

4405661172034809

SLUGCOMP.WKS S.J. Rossello, March 1988

Project: LL SHIPProject No. : 112. 36Well No. : LL EPA-BTest Date: 10/25/37Formation Tested: ST. LOUISRising (R) or Falling (F)

Datum height (ft)Static Water Level (ft)Depth to bottom of screen(ft from ground level)

Boring Diameter (in)Casing Diameter (in)Screen Diameter (in)Screen Length (ft)Depth to BoundaryDelta H at time O (ft)Delta H at Time t (ft)Time t (seconds)Ratio Kh/KvPorositv of Filter Pack

K (Bouwer-Ri ce)K (Hvorslev Time Lag)K (Hvorslev Variable Head)

3

LMSHead Test : F

1.7350. 15 TDC59 . 20

3.502. 002 . OO5.8090.000. 630.23420

1O. 3

cm/sec1.2E-41.6E-41.6E-4

File: SLUGREDLi.. WKSC r s a t e d : 3 a f "i u. a r v , 1988SLUG TEST DATA REDUCTION

Well No

Clock T i

I-IR MN

11

1i11*7\

2*— i

^•—v

-1

"-T

-*

-T

-T

-T-_>

4nrwj

67a89101214

EPA-B3 Initial Depth to water (-Ft):Initial T i me ( sec on a' s ) :

me Depth

Sec F-T

0 50."5 48.13 4G.-inrji. J

'"r1 i;-;i

-T rt

3944475.1564

23-',4r7! 1

4856410152O3141471817304355T»~T

1362102919o4

21

48.49.49.49.49.49,.49.49.49.49.49.49.49.49.49.49.,49.49..•i n*-r "7 n

49.49.49.49,49.49.49.49.49.49.49.49.49.49.50 .50.50.50.

to water

IN

15728299041920T' '""!>

2829~ 23437414549525557596264676970727476777980818487889101000506

LI aosedTi me i nSeconds

0 .5.13.•— tcr-L_ !_' .

•- ' '• j II_, _,.

~^Q

44.47 .51 .56 .64.38.94.99.

108.116,.124.1 3 0 „135.140.151.161.167.1 S 1 .188.197.210.— * -i,— i. -Q .

235.263.301.396.441.480.509.559.600,724.861.

0 o0 00 ( j0 00 000oooo000000000 00 00 0GO00oo0000000 0000000oo0 000oo00000000000000oo000 000

50.0.

15oo

HeadChangein feet

O.-i

-1 .— -\

i. •

•- 1 .- • 0 .— o „-0.—0..— ("j .

-0.-0.-0 .— Q .~~0 n

- 0 .-- 0 .— M B

• - o .-o.—0 .- 0 .—0 ,-o.-0.-0.— o.-0.— 0 .--0.-0.-0.-01.- 0 .-0.-0.-0.-0.—0 .—0 .

0043~^™r

1611969594as86S38278747 Q66636Or-,—iJO

56rr- •-*••-}•-'

51434745434.140383735343129272414151O09

HeadChanqt;i n c m ,

c ._ ji -t-

-40.-f rr

'"" _• •— ' .

— "\ ~r,

- 2 .•-~>ff' ~\_' .1

-2.3.•~> /" " *:. o .1

""jL(b n

-25.-24.-~23 .._. r- T

~2 1 .— 210 .- 1 9 .,-13.•-17.™ 1 / -

- - 1 6 .-15.- 1 4 ..... i 4 .

— 1 .-13.-12.-12.-1 1 .-11.- 1 0 .- 1 0 .-9.•-3.-8.-7

-4.-4._~T•J1 •

— 2 .

0 0444124"7 "?

1636.•3. i.

58i 3.• * .•/ 67o

48•~i — r

051.4

-^ J620 1.L '..'

49o Li

1 367O64600!— .TUH

0963~T ~T

4266202".i"-1

43:-_)4

73

BLUGCQMP.WKS 3.J. Rossello. March 19B8

Proiect: LL SHIPF'r o j ec t No . : 112. 36Wei 1 No. : LL MW-1DTest Date: 10/25/B7Format ion Tested: ST. LOU 1 3Risina (R) or Falling (F)

Datum height (ft)Static Water Level (ft)Depth to bottom of screen(ft -from ground level)

Boring Diameter (in)Casing Diameter (in)Screen Diameter (in)Screen Length (-ft)Depth to BoundarvDelta H at time O (-ft)Delta H at Time t (-ft)T L me t ( sec on d s )Ratio Kh/KvPorasitv o-f Filter Pack

K ( Bouwer-Ri ce )K (Hvorslev Time Lag)K (Hvorslev Variable Head)

LM3Head Test:F

1. 188.66 TOC

55.41

6. 002 . 5O2 . 5010. OO75. 0027. 9O6. OO960

10 . 3

cm/ sec8.3E-59.8E-59.BE-5

Well plugged?

File: SLUGREDU.WKSCreated: January. 1988SLUG TEST DATA REDUCTION

Well No MW-1D Initial Depth to water (ft)Initial Time (seconds)

3.66

Cl

HR

ock Ti

MN

11222:3T,

T;

4444555667778aB999

1112131415161718192025303540

Sec

0344V5917421

314555103056213545561031561235315354952246

~T

2449

JL.004"Tt

o

0ooooo0

Depth to water

FT IN

8.661 0 . 3010.8711.4412.2113.2714.0215. 1215.5916.0116.5917.2118. 1418.9O19.3519.6119.9620. 4020 . 9921.6822. 4123.2023. 7124. 1924.5024.8625. 2325.7226.0826. 4226.9829.2529. 1729.9930.8331.4932.0632.6833. 1433.5934. 1135 . 3936. 1936.6936.98

El apsedTi me i nSeconds

0. 0034 . 0047.0059. 0077.00102. 00121. 00151.00165.001 75 . 0019O. 002 1 0 . OO236. 0026 1 . OO275 . OO285. OO296. OO310. 00•33 1 „ OO

356. 00383. OO413.00435. OO455. 00469. 00485. OO502. 00526. 00543. OO564 . 00589.00662. 00720. OO780. 00844.00903. OO96O. 001022.001 O8O . 001 140.0012OO. 0015OO. 001 SOO . OO2 1 00 . 002400. 00

HeadChangein feet

0 . 001.642.212.783.554.615.366.466.937.357.938.559.4810.2410. 6910.951 1 . 3011.741 2 . 3313.0213.7514.5415.0515.5315.841 6 . 2016.571 7 . 0617.4217.7618.3220 . 5920 . 5 121.3322. 1722 . 8323. 4024 . 0224.4824.9325.4526.7327.5328.0328.32

HeadChangein cm.

'0. '0049.8267. 1484.46107.35140.05162.84196.2521O.53223. 29240.91259.75288. OO31 1 .09324.76332 . 66343. 29356. 66374. 59395.55417. 73441 . 73457.22471 .80481.22492. 16503. 40518.28529. 22539 . 55556.56625.52623.09648.01673.52693.587 1 0 . 89729.73743.70757.37773. 17812.06836.3685 1 . 55860 . 36

SLUGCOMF.WK5 B.J. Rossellu. March 1988

Fro i ect:Pro i ect No. :Well No.:Test Date:Formation Tested:

LL SHIP112.36LL MW-211/3/67ST.LOUIS LMS

Rising (R) or Fallinci <F) Head Test: F

Datum height (ft) 2.93Static Water Level (ft) 52.69 TQCDepth to bottom of screen 65.46(ft from ground level)

Boring Diameter (in) 4.00Casing Diameter (in) 4.0OScreen Diameter (in) 4.00Screen Length (ft) 15.70Depth to Boundary 9O.OODelta H at time 0 (ft) 0.72Delta H at Time t (ft) 0.49Time t (seconds) 1080Ratio Kh/Kv 1Porosity of Filter Pack

K (Bouwer-Rice)K (Hvarslev Time Lag)K (Hvorslev Variable Head)

cm/sec3.0E-54.4E-54.4E-5

Collapse in well.

Tilt; 3LUGREDU. UJK3CreaLed: Janu.arv, 198BSLUG TEST DATA REDUCTION

Wei 1 No MW-2 Initial Depth to water (ft)Initial Time (sec on din)

52.69

lock Ti

R MN

56~j

31012151924304050

1 0

me

St

11T

1

1

2*T

T

rrr_J

42i

0

81B60nr--I

50

9

O

0(I)/

4441

Dep th

i — rI" l

52.51.51.51.51.51.52.52.nr <T.

52.52.52.52.52.52.52.52.52.

to water

IN

69399193O "^

98010204070810172529344043

ElapseTime iSec one

0.G.

11.IS.36.

3 1 0 .— «• -rr--_' .- :-) „

445.5 :l 0 .b39.770.^00.

1 1 30 .1467.3.824.,2404.3 0 0 4 .360 1 ,

•dn

000 00 000000 0000 00 00 00 0000 0000000000 0

HeadChancjei n f ee t.

0 . 00-0., SO-0. 73-0. 77-0 n 74

-0. 71-0.69-0. 67-•0. 65-0. 63-0. 61-0.59-0.52-0.44-0 . 40'-O, 35-0. 2?-0. 26

HeChii n

r-\

"*'2— !..i

~ ^_^

*->

• - ^

- 1

-i-i-i-i-i

-i

-i-

acn -..en

0 n

4.'~r

"T

•"•

1.0 „

C' .,—,

B.

S.7 _

5 .,.1' B

il n

_'' j

3..•' m

!

ei

r'T

"7•~i

-i5S"T

-7

9irr

?S

^16

8~'

'!^j

o.;";,

4

•37

i

5

9-^

2„;

7

S

^1_

",

SLUGCGMP.WKS c. G.J. Rossello. March 19SG

l-'ro i set:F'r o i ect No . :Wei 1 No. :Test Date:Formation Tested:

LL SHIP112.36LL MW--4D11/3/87ST.LOUIS LMS

>.R) or Falling (F) Head Test: F

Datum height (ft)Static Water Level (ft)Depth to bottom of screen(ft -From ground level)

During Diameter (in)C,-asi nq Di ame ter (in)Screen Diameter (in)Sc r een Lengt h (ft)Depth to Eioundar-yDelta H at time 0 (ft)Delta H at Time t (ft)Time t (seconds)Ratio Kh/KvF'orositv of Filter Pack

2.74100.13 TDC122 21

6. OO2.502. 50

1O. OO1S5.OO

1.481.311680

10. 3


cm/sec3.2E-64.3E--64.3E-6

File.Cr sci ted »SLUG TE:1

Well No

Clock Ti

MR MN

1^

-T

n?_l

/

10i crJ. --J

1928395160

SLUGREJan LI

T DAT.

MW-4D

me

oeC

(';.

10131 6

62

1641"•*" 1

2O

-T

55wJ U

54-rirr

ii! •— '

IDU. WKSH ;•-*/"='i r •,• „ 1 7 u

-i REDUCT

I n i t i iI

Depth

FT

100.93.93.98.98.98.98.93.93.98.98.98.98.98.93.99.

}QIiJM

*1 Death tonitial TiiTit

to water

IN

136862626459626264667175829O9602

Hattfr ( i t. ) ;; (seconds ) ;

El aosedT i. in e i nSeconds

0 . 0 u1 0 , C' 013.0016. 0066., OO

122.00196. 00341 . 00451 . 006 2 0 . '" • 0903. 00

1 195. 0017 30 .OO2394. 003095.. 003623. 00

1O(if

He,-Charin -F

'!_

-i

-1

- 1

-1

,-1

-1

-1

-1

•]

... J

- 1

•[

•(

— !

-i

' . 1 3. OO

dLit

1

eet

1 . 00.45.51.51.49.54.51.51.49. 47.42.38. 31. 23. 17. 11

HeadC-h-iAOC

i I"1 '_!l

(;, u

-44.

-45.•T C."

— ' I' i J .,

-45,.-•46.-45.-45.-45.-44.-43.n ,

—39 .— 3~" .- "T

— 3"^ .

t.v

u

i j o

05-j •—

'..J ;'

Q7•~~, —7

79o /

s:roil 766i 4

:-?230"^ "7

5472

5.J. Rossello. March 1988

LL SHIP112.36LL MW-510/26/87

Formation Tested: ST.LOU 13 LMSRisinq (R) or Falling <F) Head Test:F

F'ro.i ect :Prelect No.Wei 1 No. :Test Date:

Datum heiqnt (-ft)Static Water Level (ft)Deoth to bottom of screen

(-ft from ground level)Baring Diameter (in)Casing Diameter (in)Screen Diameter (in)Screen Length (ft)Depth to Bound oar vDelta H at time O (ft)Delta H at Time t (Ft)Time t (seconds)Ratio Kh/KvPorc'iiitv of Filter Pack

K ( Eiouwer-Ri ce)K (Hvorslev Time Lag)K ( Hvor s 1 e v V=u~ i ab 1 e Head )

2.51100.43 TOC120.66

6. 002.502.501O. OO185.000.620 . 1 3143

10 . 3

cm/' sec4.9E-46.7E--46. 7E-4

Frile: SLUGREDU. WK3Created: Jarmarv, 1988SLUG TEST DATA REDUCTION

Well No

Clock Ti

HR MN

1111J.

11111ji.

j2ii.±_-7rT;

4

55669

MW--5 Initial Depth to water ( f t ) .Initial Time (seconds):

me

Sec

014172*1)24284553594818212934394553575202735391340599a431341'! r~

Depth

FT

100.99.99.99.99.99.100.1 00.100.100.100.100.100.1 00.100.100.100.100.1 00.1 0 0 .100.100.100 .100.1 00 .100.100.1 OO .100.100.1 00 .1 00 .1 OO .

to water

IN

48788183889002061013161921232526±_ /

28293133•TTT

3638394243444546474848

El a.osedTi me i nSeconds

111111i1

0 .14.J. / a

20 .24.28.45.53.59.64.68.78.a i ..39.94.99.05.13.17.25.40.47.55 .59.193.jj

.*_

20.39 .

249.~r

-T

"7

OS.4-3.78.

401 .555.

0000000 00 0000000000 000Oil'000000000000oo00000 00 00 00 000oooo0000000000

100.0 .4000

HeadChangein feet

0 .-0.-0 .— 0 .•- 0 .-0 .-0.- 0 .- 0 .-0.•- 0 .-0.- 0 ,.o.-0.— 0 .-0.- 0 .-o.— o .-0.-0.-0.-0.-0.-0.— o .-0.-0 .-0.—0 ,— 0 .-0.

0070676560'584642T i — i•-•O

353 .12927.—, cr

-"1 -T

T1 •""?'

.— /— ,

2O1917151312100906050503020 10 000

HeadL t "i a n u (ii n c in .

0 >-2:1 .— 2 0 ,-19.--13." 1 "7 a

— 1 •-• .

-•• i 2 .- 1 1 .— i '". .

... 9 „-8..— P-:

-. ~7

— 6 .

--6.-6.- 6 .

cr

-5.-4 .-4.— "^— "— 2 .-1.-1 ."" i .

-1 .- 0 .-0.— o .—0 ,

oo-7

3S"7 cr-

~1 -•*-

'— • ji.

97765463/ 2312O60996B53OS773 '

5610650473r-i— 77 .'

67"T "7

0661301514

SLUBCDMP.WKS J. March 1 98B

Proiect. : LL SHIPProject No. : 112. 36Well No. : LL MW-8STest Date: 1O/25/G7Formation Tested: ST. LOU 1 3Rising (R) or Falling (F)

Datum height (-ft)Static Water Level (-ft)Depth to bottom o-f screen

'-ft -from ground level)Baring Diameter (in)Casing Diameter (in)Screen Diameter (in)Screen Length (-ft)Depth to Bound arvDelta H at time 0 (-ft)Delta H at Time t (-ft)T i me t ( sec on d s )Ratio Kh/KvF'orositv o-f Filter F'ack

K (BoLiwer— Ri ce)K ( Hvor s 1 ev T i me Lag )K (Hvorslev Variable Head)

LMSHead Test : F

3 . 2O34.55 TDC57.23

6 . 002.502.50

1 0 . 0 072. 001.310.66<?6O

10 . 3

cm/ sec3. 4E-54.4E-54.4E-5

Fil^; SLUGREDU.WKSCreated; January, 1988SLUG TEGT DATA REDUCTION

Well No MW-S3 Initial Depth to water ( f t :Initial Time (seconds)

Clock: Ti

HR MN

11111

2

"-T

-T(

r

-T

-T

-

4445A•7

3891214

16182124

me

Sec

o8173 1A 45328172.14P19•• ~T

44497

j

313651c.- r--J -7

10— .-T

47717858581

1485042c — r-J /

Depth

FT

34.77. .77 .-T" ;

77

77-r-?;

77

77

77T-T

77.

7.7 .

77

33.77 .

77 .

3 3 .

7 7

77-r-r•_" •_' •

-T^T

77 .

7 7

77 .77 .77 .33.• j

77

77,777.7, .-T-T

~r /i_. •34.

t o wi a t e f "

IN

55212422"> rr

262728293 07 O

3133

34~T

36373830404 -1

J.

4142444549• ,J -™<

566164718491940006

Elap-Ti meSecor

r-

17_• i44- — r

6268

3110313915316416918720221 12 1 6231*-, -- i— j-cl- •_' V

— ir_- _.-,

263287307361427488538598721854968

1 170

13021497

edi nds

„ 00. 00„ ooOO

, 00. (DO„ (DO. 00. 00. 00. 00. 00. 'DO. 00., oo. 00. 00. «DO. '•_:''•_ '. O '..'

.- .-.,. - '_•. 00. 00. 00. (DO. 'DO. (DO. 00. (DO. 00oo. OO. (DOoo. 00. 00

hleaCharJ..-I f

?;

••'.1-1

1

•(

— 1"1•~ 1_..

. -^

-1-J

.... I-1... A

~- I

.._ 1

-1— • 1

.,,

-1— 1

-1-1_. ]

-1— 0-O

-0-0-0— O— o— O

— 0

dg eeet

. 00

. 34

. 31_T~T

. 30- 79

'T'CJ

.28

.26

. 26•— >er

. 24• ~ v

. 2 .1„ 2(D, 19.. 18. 17.16. 15

-i er• 1 •_)

. 14

. 13

. 11

. 1O, 06O'~*

. 99.. 94,91,.84.71.64. 61

rr cr. vJ-_'

. 49

HeaCharin c

£-40- 7 9

-40-39- • 7 '-*

- 3 3-38-38-3 8~-~ .î" /

•_. /— 3 /-36•- 3 6- 3 6-35-35— 3 5-34

"*• .••>~'~ -.J' *+

-34--34— ~*,~r-... -T"7'

• •• 7 '

— "": o-30--28- 27-25-21- 1 9- 1 8-16-14

dQ f-'

IH .

. 'DO

. 71

. 30, 4 i, T ' /'

. 19

. 8(:;^ 7

.29

.13•v p.67. 'D6., / o

4..V. 15. 35, 54. 24. 9 1

"7 Q

.63.-,. ..

7 ---.

. 42

. 20

. 99

. 08

. 56

. 65

.52

.57

.44rr— r

. 71

.8"

SLLJGCOhP. WKS c. B.J. Rossello. March 19SB

Protect: LL SHIPProject No.: 112.36Wei 1 No. : LL MW-8DTest Date: 10/25/87Formation Tested: ST.LOUIS

(R) or Fallinq (F)LMS

Head Test : F

Datum height (-ft)Static Water Level (ft)Depth to bottom of screen(•ft from around level)

Barino Diameter (in)Casing Diameter (in)Screen Diameter (in)Screen Length (ft)Depth to EioundaryDelta H at time 0 (ft)Delta H at Time t (ft)Time t (seconds)Ratio Kh/KvPorositv of Filter Pack

3.5661.12 TDC79. 17

6. OO2.502.5010. OO150.OO

1.360. 61720

1


cm/sec5.0E-56.9E-56.8E-5

Well plugged?

F.ile: 3LUGREDU.WK3:...i"'.5iVteu ,: Jarnj.a.r'/. 1 V'j93i_L'G TEGT DATA REDUCTION

Wei 1 No MUI-3D Initial Deoth to we -'-; '. -:' t 'Initial Time '. •=, e c o n cl:; .'•

Cloch Ti

MR MN

11111111

jo<-j

22• -,*-»; r

7

--r

;•>

7;

~r

4

4

4

4cr-o

678910141619-\rr.'.J

iTlfc!

Sec

o1 1141325*~?9

34414550541

13±, -L-

27T;-T

40465216JL. jiL

303- 4.•1 ~r

*'V --'

47'56

ij.

41 226r i *'-s47591230415440-T

4i

O

2057541 7

Depth to water

FT IN

61.1259.6759.6959.7059,, 7259.7359.7459.7559. 7659.7759 . 7959.8259 . 3359.8559.8659.3759. S359 . 3959 . 9059.9259.9359. 9459 „ 9559.9659., 9759 . 9359.9960 . 006O . O 160 . 026 0 . 0 36 0 . 0 260. 0460. 0360. 0960. 1060 . 0760. 1360. 1360.2460. 2960. 3360.3660.4360.5360.5760. 64

F- 1 ~\ p =i fj u

T j. me i nSeconds

0. 001 1 . 0014. 00LG.OO25. 0029 . 0034. OO4 1 . 0045.0050. 0054.0061 . 007B. 0032 . 0037. OO'"' 3 . ("i f i

1 00 . OO1 06 . 00;

112. 00136. 00142. OO150. 00154. OO1 A "'. '".I"!J- \_J -—' II •,• --

1-67. OO176. 00131. 001 S 4 . 0 0i '•••::„ oo21-" 6 . 00216. 002 2 7 . 0 02 3 9 . '"> ("i252.00270. 00261 . 002'? 4 „ 00304 . 00360 . 00427. On434. 00542. 00600,, 00360 . 001017.001194. OO1513.00

He idL (" i ='<. r i u £•in -Feet

0 . 0 0-1.45-1 . 43-1.42- 1.41- 1 . 39-1.38- 1 . 37-1. 36-i. 35-1 - 33- 1.31-1 . 29-1.23-1.27-1 .26- 1 „ 25- 1 . 23-1.22-1.20-1.1 9-1. IB-1.1 7-1.16-1.13-1.14- 1 . 1 4- 1 . 1 3- 1 .. 1 2-1.11- i . ' :>9-1.1 0-1 ,08- 1 . 05-1.03-1 . 03- 1 . 05-1 . 00-0. 94--0.8S-0.84-0. 80-0 . 76-0.64-0.59-0.55-0. 43

H e a •-!C i "l -3. i "i '-! &

I I 1 C Ml .

0 .: 00

-44. 05-43.44-43. 14-42. 6G- *-!• j jj •-

-41. 92- -41 . j2-41. 32-41. 0 1-4O. 41-39. 65-•39. 1?-3E. 73-33.47- '!• b' . L -.'.'...-T-T 3'.-

...-r- -r-7

-37 . Oi-— 36 . -t6

-36. 15-35.85- " ' 5 . "i 4-T; T

-34. 9-"-- — *.! ,--.—

-34. 4S-34. 16-33. 87... -7; — '— — -

-33. 11-33. 42-32.31-31.75-31 .29-31. 14-31.. 90-30. 23

--1O c •'— .L.O • .JO

-26 „ 73

-25 . 37-24. 15-23. 09-19.44— 1 "7 '?'">

-16.71-14.58

SLUGCDMF-1. Wh'S S.J. Rossello, March 1988

Project: LL SHIPProject No. : 1 12.36Well No. : LL MW-9Test Date: 1O/25/87Formation Tested: ST. LOU ISRising (R) or Falling (F)

Datum height (ft)Static Water Level (ft)Dt?pth to bottom of screen(ft from ground level)

Bor i n g D i amet er (in)Casino Diameter (in)Screen Diameter (in)Screen Length (ft)Depth to BoundaryDelta H at time 0 (ft)Delta H at Time t (ft)Time t (seconds)Ratio Kh/KvPorositv of Filter Pack

i< (Bouwer-Rice)K (Hvorslev Time Lag)K (Hvorslev Variable Head)

LMSHead TestrF

2.0652.40 TOC103.33

4 . 004 . OO4.0052.99

1 70. OO0.690.1548O

1

cm/sec1 . OE-41 .5E-41 . 5E-4

File: SLUGREDU.WKSCreated: January, 1988SLUG TEST DATA REDUCTION

Well No MW-9 Initial Depth to water (ft):Initial Time (seconds):

Clock Time

HR MN Sec

111111222223333344445567889910121314

05

13172230343831425374653516294355c

14304151314304830521217193220353575335

Depth

FT

52515151515151515151515151515151515151525252525252525252525252525252525252525252

to water

IN

.40

.68

.72

.73

.74

.76

.78

.79

.81

.85

.86

.88

.90

.91

.93

.94

.95

.96

.98

.00

.01

.02

.03

.05

.07

.08

.09

.10

.11

.15

.16

.19

.21

.24

.26

.27

.30

.33

.34

.36

ElapsedTime inSeconds

05

13172230343863748597106113125136149163175186194210221231243254270288330352372437499512560575635727833875

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

.00

520.40.00

HeadChangein feet

0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-o-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0

.00

.72

.68

.67

.66

.64

.63

.62

.60

.55

.54

.52

.50

.49

.48

.46

.45

.44

.42

.40

.39

.38

.37

.35

.34

.33

.31

.30

.29

.26

.24

.22

. 19

.16

.14

.13

.10

.08

.06

.04

HeadChangein cm.

0-21-20-20-20-19-18-18-18-16-16-15-15-14-14-13-13-13-12-12-11-11-11-10-10-9-9-9-8-7-7-6-5-4-4-3-3-2-1-1

.00

.87

.66

.35

.05

.44

.99

.68

.08

.71

.41

.80

.19

.89

.43

.97

.67

.37

.76

.15

.85

.54

.24

.63

. 18

.87

.42

.11

.81

.75

.29

.53

.77

.86

.25

.95

.04

.28

.82

.22

APPENDIX LL-7

APPENDIX LL-7

CALIPER LOGGING FIELD DATA

UASLAND t •OUCKENOINflM, rc.

CALIPER LOGGING

WestinghousePRn..FET Bloomington Sites g|TF Lemon Lane Landfill P E R S O N N E L ^LJ/PDD

PROJECT MO 112.36

11/19/87

MW-2

2.93'

EQUIPMENT DESCRIPTION.

Keck HC-84

WELL/BORING NO CALIBRATION START. 4.0

CASING HEIGHT ABOVE GROUND CALIBRATION END 3.9

PAGE. OF.

D E P T H

69.2

69

68

67

66

65

64

63.39

63.25

63.0

62.75

62.5

62.25

62.00

61.75

61.5

61.25

61.00

60.75

60.50

60.25

60.0

59

58

57

56

55

54

HOLEDIAMETER

4.1"

4.1

4.1

4.1

4.1

4.1

4.1

4.6

4.5

4.5

4.9

4.9

4.8

4.5

4.3

4.3

4.3

4.3

4.2

4.2

4.1

4.1

4.1

4.1

4.1

4.1

4.0

4.0

DEPTH

53 '

52

51.75

51.5

51.0

50.11

50.0

49.75

49.50

49.25

49.00

48.75

48.5

48.25

48.00

47.60

47.5

47.25

47.00

46.0

45

44

43

42.75

42.5

42.25

42.00

41.75

HOLEDIAMETER

4.0 "

4.5

4.3

4.1

4.1

4.8

4.8

4.8

4.3

4 .7

4 .2

4.1

4.1

4.1

4.1

4 . 2 '

4.1

4.1

.,.1

4.1

4.1

4.1

5.2

4.8

4.5

4.6

4.5

4.5

DEPTH

41.5 '

41.25

41.00

40.75

40.5

40.25

40.00

39

38

37

36

35

34

33

32

31.05

31.00

30.75

30.00

29

28

27

26

25

24

23

22

21

HOLEDIAMETER

5.0 "

5.0

5.J s

4.8

4.6

4.2

4 .2

4.1

4.1

4.1

4.1

4.1

4.1

4.1

4.1

6.0

6.0

4.1

4.1

3.8

3.9

3.9

3.9

3.9

3.9

3.9

3.9

3.9

D E P T H

20 '

19

18

17

16

15

14

HOLED I A M E T E R

3.9 "

3.9

3.9

3.9

3.9

3.9

3.9

•LASLANO A IOUCKINOINIIK, ».C.

Westinghouse

PROJECT Bloomingtnn Si t-ps

PROJECT NO 112.36

11/17/87

CALIPER LOGGING

«!ITF T.omrm T ano Tari/jfi l j PERSONNEL. J L J / P D D

DATE


Keck HC-84

WELL/BORING NO MW~3

CASING HEIGHT ABOVE GROUND 3.35 '

CALIBRATION START 4.0"

CALIBRATION FND 4.0"

PAGE. OF.

DEPTH

66.2 '

66.0

64. 3

64.0

63.55

63.25

63

62.75

62.5

62.25

62.0

61.75

61.5

61.0

60.0

59.0

58

57

56.75

56.5

56.25

56.00

56.75

55.5

55.25

55

54.75

54.5

HOLEDIAMETER

5.8 "5.4

5.0

5.0

4.25

4.0

4.0

4.0

4.5

4.1

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.25

4.25

4.5

4.75

4.5

4.5

4.5

5.5

5.5

5.0

4.5

DEPTH

54.25 '54

53

52.1

52

51

50

49

48

47

46

45

44.4

44.25

44.0

43.75

43.5

43.25

43.0

42.0

41.0

40.0

39.75

39.5

39.25

39.0

38.75

38.5

HOLEDIAMETER

A S "

4.5

4.5

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.8

4.8

4.8

4.5

4.25

4.0

4.0

4.0

4.0

4.8

4.9

5.0

5.1

5.0

4.5

4.25

DEPTH

1R J^ '

38.0

37

36

35.75

35.5

35.25

35.0

34.0

33.0

32.0

31.0

30.0

29.0

28.0

27

26

25

24

23

27.75

22.5

22.25

22.0

21.0

20.0

19

18

HOLEDIAMETER

/, r> "

4.0

4.0

4.25

4.25

4.25

4.25

4.0

4.0

4.1

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.5

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

DEPTH

17*16

HOLEDIAMETER

l\ 0 "4.0

•LASIANO * KNICKINOINHK. P.C.

CALIPER LOGGING

Westinghouse

PROJECT Bloomington Sites

PROJECT Nn 112.36

11/16/87

MW-4I

<;ITF Lemon Lane Landfill P E R S O N N E L JLJ/PDD

DATE

EQUIPMENT DESCRIPTION

Keck HC-84

WELL/BORING NO.

CASING HEIGHT ABOVE GROUND L '92 '

CALIBRATION START 3.0

CALIBRATION FMO 3.5

PAGE.

DEPTH

93.07 '

93.0

92.0

91.0

90.0

89

88

87

86.3

'86

85

84

83

82

81

80.75

80.5

80.25

80.0

79.75

79.5

79.25

79.0

78

77

76

75

74

HOLEDIAMETER

3.4 "

3.5

3.5

3.5

3.5

3.5

3.5

3.4

3.7

3.5

3.5

3.5

3.4

3.4

4.4

4.0

3.8

3.6

4.0

3.8

3.6

3.6

3.6

3.5

3.6

3.6

3.5

3.5

DEPTH

73 '

72

71

70

69

68.75

68.5

68.25

68

67

66

65

64

63

62

61

60

59

58.31

58.25

58

57.75

57.5

57

56

55

54

53

HOLEDIAMETER

3.6 "

3.5

3.5

3.6

3.8

3.8

3.6

3.9

3.6

3.6

3.6

3.8

3.8

3.6

3.6

3.5"

3.7

3.8

4.2

4.3

4.2

4.1

4.1

3.9

3.7

3.9

3.5

3.5

DEPTH

52'

51

50

49

48

47

46

45

44

43

42

41.65

41.5

41.25

41

40.3

40.25

40

39

38

37

36

35

34

33

32

31

30

HOLEDIAMETER

3.6"

3.8

3.6

3.5

3.6

3.5

3.7

3.8

3.6

3.6

3.8

4.7

4.7

5.1

4.8

4

4

3.8

3.7

3.7

3.7

3.6

3.5

3.6

3.6

3.5

3.5

3.5

DEPTH

29 r

28

27

26

25

24

23

22

21

20

19

18

17'

16

15

14

13

12

11.22

11

10

9

8

7

6

5

HOLEDIAMETER

3.5"

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.5

3.9 *

3.2

3.5

3.5

3.5

3.5

3.5

3.5

3.5

•Uf LAND t IOUCKBMMNIIK, f.C.

Westinghouse

CALIPER LOGGING

PROJECT. p f-on g i t-oc g[TF Lemon Lane Landfil l P Fp«;r)MMFi JLJ/PDD

PROJECT NO.112.36

DATE 11/16/87EQUIPMENT DESCRIPTION.

Keck HC-84

WELL /BORING NOmeasuring point

MW-7 CALIBRATION START. 3"/3'

ABOVE GROUND2.15'

CALIBRATION END_

PAGE L OF_1

4.6"/4.0"

DEPTH

95.55'

95.00

94.0

93

92

91

90

89.05

89.0

88.75

88.50

88.00

87.00

86.00

85.00

84.04

84

83.75

83.5

83.25

83.0

82.75

82.5

82.25

82.0

81.0

80.0

79.0

HOLEDIAMETER

3.75"

3.75

3.75

3.75

3.75

3.75

3.75

4.00

4.00

3.90

3.75

3.75

3.75

3.75

3.75

4.5

4.6

4.2

4.0

3.9

3.9

3.9

3.8

3.75

3.75

3.75

3.7C

3.9

DEPTH

78'

77

76

75

74

73

72

71

70

69

68

67

66

65

64.75

64.5

64.25

64.0

63.75

63.5

63.25

63.00

62.75

62.50

62.25

62

61.75

61.50

HOLEDIAMETER

3.75 "

3.75

3.75

3.75

3.75

3.75

3.75

3.75

3.75

3.75

3.75

3.75

3.75

4.00

3.8

3.8

3.9

3.9

3.8

3.9

4.2

4.2

4.4

4.1

4.1

4.1

4.2

4.2

D E P T H

61.0'

60

59

58.06

58.0

57.04

57.0

56.75

56.5

56.25

56.0

55.75

55.5

55.25

55.0

54.75

54.5

54.25

54.0

53.75

53.5

53.25

53

52.75

52.50

52.25

52.0

51

HOLEDIAMETER

4.0"

3.75

4.0

4.0

4.0

4.4

4.4

4.9

5.0

4.8

4.8

4.8

4.5

4.4

4.5

4.9

4.8

4.4

4.0

3.9

4.0

4.0

3.9

3.8

3.8

3.8

3.8

3.75

D E P T H

50.25'

50

49.75

49.5

49.25

49

48

47

46.75

46.5

46.25

46.0

45.80

• 45.5

45.25

45.00

44.75

44.50

44.25

44.00

43.75

43.5

43.25

43.00

42.75

42.5

42.25

42

HOLED I A M E T E R

4.1"

4.0

4.0

4.2

4.0

3.75

3.75

4.1

4.1

4 . 2

4.2

4 .2

4.8

4.9

4.9

4.8

4.5

4.1

4.2

4.8

5.0

4.9

4.9

a. 84.9

5.4

5.05.1

•UkSLANO ft MUCKINOINIIK. P.O.

CALIPER LOGGING

Westinghouse

PROJECT Bloomington Sites SITF Lemon Lane LandfillPFRSONNFI JLJ/PDD

PROJECT MO 112.36 EQUIPMENT DESCRIPTION.

DATE H/16/87 Keck HC-84

WELL/BORING {Jn MW-7 CALIBRATION START 3"/3"measuring pointXXSItlGcHKtGCtir ABOVE GROUND 2.15 CALIBRATION FMO 4.6"/4.0"

PAGE. OF.

DEPTH

41.83'

41.75

41 50

41.25

41

40.75

40.5

40.25

40.0

39.75

39.5

39.25

39.8

38.75

38.5

38.25

38

37.62

37.5

37.25

37.0

36.75

36.50

36.25

36.0

35.75

35.5

35.25

HOLEDIAMETER

6.5 "

6.8

5.9

4.9

4.2

4.6

4.8

4.9

4.3

4.3

4.5

4.3

4.1

4.0

3.9

3.8

3.8

4.0

4.0

4.1

4.1

3.9

4.5

6.8

8.1

7.5

6.7

6.5

DEPTH

35.0'

34.75

34.5

34.25

34.00

33.75

33.5

33:25

33.00

32.75

32.5

32.25

32.00

31.75

31.5

31.25

31.0

30.75

30.5

30.25

30.00

29.75

29.5

***29.5

28.31

28.00

27.75

27.50

HOLEDIAMETER

6.1"

6.0

5.9

5.4

4.9

4.9

4.8

4.5

4.3

4.3

4.5

4.5

4.5

4.2

4.1

3^9

3.9

4.4

4.0

3.9

3.9

6.8

10.5

7.5

5.1

4.9

4.5

DEPTH

27.25'

27.0

26.75

26.50

26.25

26.0

25.0

24.0

HOLEDIAMETER

4.5"

4.5

4.5 ^

4.5

4.5

4.9

4.6

4.6

DEPTH HOLEDIAMETER

*** stuck - had to yank to get out

•LASLANO » lOUCKIMOINIHS, *.C.

CALIPER LOGGING

Westinghouseppn.lFf.T R1 oomlngton Sites

PROJECT Mr> 112.36

SITF Lemon Lane Landfill P P R S D M N F I JLJ/DAT.

DATE 11/19/87

WELL / BORING NO. MW-9


Keck. HC-84

CASING HEIGHT ABOVE GROUND 2.06'

CALIBRATION START 4.0"/4.Q"

CALIBRATION FNH 3.7"/4.0"

1 1PAGE. OF.

DEPTH

106.8 '106.08

105

104

103

102

101

100

99

98

97

96

95

94

93

92

91

90

89

88

87

86

85

84

83

82

81

80

HOLEDIAMETER

3.9 "

3.9

3.9

3.9

3.9

3.9

3.9

3.9

4.0

4.0

4.0

4.0

4.0

4.1

4 .2

4.0

4.0

4.0

4.0

3.9

3.9

3.9

3.9

3.9

3.9

3.9

3.9

4.0

DEPTH

79 '78

77

75

74

73

72

71

70

69

68

67

66.26

66.00

65.75

65.5

65.25

65

64

63

62

61

60

59

58

57

56

55.27

HOLEDIAMETER

3.9"

3.9

3.9

3.9

4.2

4.0

4.0

4.0

4.0

4.0

4.0

3.9

4.2

4.1

4.8

4.5

4.2

4.2

3.9

4.0

3.9

3.9

3.8

4.1

3.9

3.8

3.8

4.2

D E P T H

55 '54

53.9

53.75

53.5

53.0

52.0

51.0

50.0

49.0

48.0

47.0

46.0

45.20

45.00

44.75

44.50

44.25

44.0

43.75

43.5

43.25

43.00

42.00

41.00

40.00

39.00

38-00

HOLEDIAMETER

4.0"

4.0

4.2

4.2

4.0

3.9

3.9

3.9

3.9

3.9

3.9

3.8

3.9

4.2

4.2

4.8

5.5

5.9

4.9

4.5

4.3

4.3

4.0

4.0

4.0

4.0

4.7

3.9

D E P T H

37.0 '

36.0

35.0

34.0

33.0

32.0

31.0

30.0

29.0

28.0

27.0

26.75

26.5

26.2526.00

25

24

23

22

21

20

19

HOLED I A M E T E R

3.9 "

3.9

3.9

3.9

4.1

3.9

3.8

3.9

4.1

4.0

5.7

5.2

3.8

3.8

3.5

3.5

3.5

3.5

3.7

3.7

3.7

3.7

•LASLANO A IOUCXINOWHK. r.C.

CALIPER LOGGING

PROJECT

PROJECT NO

WestinghouseBloomingt.nn Sites SITE T.anp T.andfi 1 1 PFBSnMNFI .TT..T/rgS

H2.36

10/14/87

WELL /BORING NO MW-11


HC-84

CASING HEIGHT ABOVE GROUND 2.46

CALIBRATION STAPT 6 l/8"/6 1/8"

CALIBRATION FMH 6 l/8"/6 1/8"

PAGE.1

OF.1

D E P T H

90.1 '

89.5

89

88

87

86.65

86.5

86.25

86

85.75

85.5

85.25

85

84

83

82

81

8079.9

79

78.8

78

77

76

75

74

73

72.3

HOLEDIAMETER

6.1 "

6.0

6.1

6.1

6.1

6.5

7.0

6.5

7.1

6.75*

6.5

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.2

6.1

6.5

6.1

6.1

6.2

6.2

6.5

6.1 "blip"

7.0

DEPTH

72 '

71.7

71

70

69.7

69

68

67

66

65

64.8

64.5

64.25

64.0

63.75

63.50

63.25

6 T . r >62.75

62

61

60

59

58

57

56

55

54

HOLEDIAMETER

6.2 "

6.5

6.1

6.2

6.25

6.2

6.1

blip

blip

6.3

6.8

7.1

6.9

6.7

6.5

6.5

6.5

6.1

6.2

6.1

6.1

6.1

6.1

6.1

6.1

blip

6.1

6.1

DEPTH

53 '

52

50

49

48

47.5

47

46

45

44

43

42

41

40

39

38

37

Tfi

35

34

33

32

31

30

29

28

27

26

HOLEDIAMETER

6.4

6.1

6.1

6.1

blip

6.5

6.2

6.2

6.2

6.1

6.1

blip

blip

6.1

6.1

6.1

6.1

6.1

6.1

6.1

blip

6.1

6.1

6.1

6.1

6.1

6.1

6.1

D E P T H

25 '

24

23

22

21

20

19.65

19.5

19.25

19

18

17.2

17.0

16

15

14

HOLEDIAMETER

6.1 "

6.1

6.2

6.1

blip

6.1

6.8

6.7

6.0

6.0

6.1

6.5

6.3

6.2

6.2

6.2

** Note: Blip is a slight needle movement.

•LASLAND * tOOCKHMMNliM, P.O.

CALIPER LOGGING

Westinghouse

PRO.iECT Sites SITF Lemon Lane Landfill

112.36PROJECT NO.

DATE_ll/19/87_

WELL / BORING NO. MW-12measuring point„—. ; ABOVE GROUND 1.05'


Keck HC-84

CALIBRATION START 6 1/6"6 1/6"

CALIBRATION END

PAGE. OF.

DEPTH

100.49*

100

99

98

97

96

95

94

93

92

91

90

89

88

87

86

85

84

83.75

83.5

83.25

83

82.75

82.5

82.25

82

81

80

HOLEDIAMETER

6.2"

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.1

6.0

6.0

5.9

5.9

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

6.0

6.6

6

5.7

5.8

5.7

5.8

DEPTH

79.25*

79

78

79

76

75

74

73

72

71

70

69

68

67

66

65

64

63

62

61

60

59

58

57

56

55

54

53

HOLEDIAMETER

ii6.0

5.9

5.9

6.0

5.9

5.8

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.1

6.0

6.0

6.0

6.0

6.0

6.0

DEPTH

52 '

51

50

49

In casir

HOLEDIAMETER

ii6

6

6

6

g 6

DEPTH HOLEDIAMETER

•LASIAND 4 BOUCXIN4MNUM, PC.

Westinghouse

PROJECT Bloomington Sites

PROJECT Kin 112.36

DATE 11/17/87

WELL /BORING Mn MW-13

CALIPER LOGGING

Lemon Lane Landfill PPPQI-IMMFI JLJ/PDD

EQUIPMENT DESCRIPTION

Keck HC-84

CASING HEIGHT ABOVE flRniiNn at ground level

CALIBRATION START 8.0"

CALIBRATION FKin 8.1—

1 „ 1PAGE. OF.

DEPTH

56.03'

55.75

55.5

55.25

55

54.7

54.5

54.25

54.0

53.75

53.5

53.25

53.0

52

51

50

49

48

47

46

45

44

43

42

41

40

39

38

HOLEDIAMETER

9.5"

17.5

17.5

17.5

14.5

16.0

16.3

14.8

11.8

10.3

9.0

9.0

8.1

8.1

8.1

8.1

7.9

7.9

7.9

7.9

7.9

7.9

7.9

7.9

7.9

8.1

8.1

8.1

DEPTH

37.89 '

37

36

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

HOLEDIAMETER8.8"

8.8

8.0

8.1

8.0

8.0

8.0

8.0

8.0

7.9

7.9

7.9

7.9

7.9

7.9

7.9

7.9

7.9

8.1

8.1

8.1

8.1

8.1

8.1

8.1

DEPTH HOLEDIAMETER

-

DEPTH HOLEDIAMETER

KASLAMD * 1OUCKf.C.

CALIPER LOGGING

WestinghousePROJECT BldOTningt-nn Sites

PROJECT Mf> 112.36

<!ITF Lemon T.anp Landfill PERSONNEL _JLJ/ELIL

11/7/87

WELL /BORING Mn MW-14


Keck Hr-ftA

CASING HEIGHT ABOVE GROUND 2.27

CALIBRATION START 3"/?"

CALIBRATION FNH fi.V'/fi.fl"

PAGE 1 OF .

DEPTH

126.32'

126.0

125.0

124.0

123.0

122

120

119

118

117

116

115

114

113

112

111.25

111

110

109

108.54

108.5

108

107

106

105

104

103

102

HOLEDIAMETER

5.8"

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

5.8

Blip 5.8

5.8

5.8

5.8

6.5

6.5

5.8

5.8

6.2

6.2

6.4

6.4

6.4

DEPTH

ior100

99

98

97

96

95

94

93

92

91

90

89

88

87

86

85

84

83

82

81

80

79

78

77

76

75

74

HOLEDIAMETER

£. 1 "6.4

6.46.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

6.2

DEPTH

73'

7271

70

69

68

67

66

65

64

63

62

61

60

59

58

57

56

55

54

53

52

51

50

49

48

47

46

HOLEDIAMETER

6.2"

6.26.2

6.2

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

DEPTH

451

44

43

42

41

40

39

38

37

36

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

HOLEDIAMETER

ii6.1

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

6.3

UASIANO » IOUCKWOINHK, f.C.

Westinghouse

PROJECT RlnoTningt-on Si tog

PROJECT Kin 112.36

DATE _yV7/87_

WELL/BORING Kin MW-14

CALIPER LOGGING

SITF T.pmnn T.ana PFRtJONNFI .IT..T/Pnn


Kp.r.k HC.-RL

CALIBRATION START 3"/3"

CASING HEIGHT ABOVE GROUND 2.27 ' CALIBRATION FSin 6.3"/6.0"

2 ._ 2PAGE. OF.

DEPTH

17 '

16

15

14

13

12

HOLEDIAMETER

6.3 "

6.3

6.3

6.3

6.3

6.3

DEPTH HOLEDIAMETER DEPTH HOLE

DIAMETER DEPTH HOLEDIAMETER

APPENDIX LL-8

APPENDIX LL-8

GAMMA RAY LOGGING FIELD DATA

•IA11ANO It IOUCKIMOINHM. P.C.

GAMMA RAY LOGGING

Westinghouse Bloomingt^prp- Lemon Lane Landfill PERSONNEL_£L^Sites

PRD.IFf-T NO 11236

HATF 9/16/87

WFL I /BORING NO C-2 (MW-10)

F| nip | EVFI H. 12 TOG

P, urn WaterReference Pt. c 01 .ilfMSffffGXVKMUfK AROVF fiRQiiNn 5.81

EQUIPMENT DESCRI

Keck GR-81

BACKGROUND STAR

BACKGROUND END

TIME CONSTANT

RANRF 10

IPTIDN

T 36.5

35.5

10

PAGE

T I M E

2: 30pm

3: 18pm

3: 19pm

3: 20pm

3:21

3:22

3:43

3:44

3:45

3:46

3:47

3:48

3:49

3:50

3:51

3:53

3:54

3:55

3:55

3:56

3:57

3:58

3:59

4:00

D E P T H

102.32

101.32

101

100

99

98

97

96

95

94

93.5

93

92.5

92

95

91

90.5

90

89.5

89

88.5

88

87.5

87.0

COUNTS

43

40.5

35.5

33.5

47.5

45.5

50.5

73

82.5

75.5

72.5

62.5

58.5

58

51

80

112

123

111

105

76

54.5

56.0

60.0

TIME

4:01pm

4:02pit4:02.3

4:03

4:04

4:05

4:06

4:06.3

4:07

4:08

4:09

4:09.3

4:10

4:11

4:12

4:13

4:14

4:15

4:16

4:17

4:17. 3'

4:18

4:18.5

4:19

DEPTH

86.5'

86

> 85.5

85

84.5

84

83.5

) 83

82.5

82

81.5

D 81

80.5

80

79.5

79

78.5

78

77.5

77

76.5

76

75.5

75

COUNTS

67.5

75

78.5

82.5

64.5

66

53.5

47.5

49.5

41.5

38.5

36.0

48.0

79.0

60.5

48.0

75.5

110

105

60.5

52.5

37.5

28.5

34.5

T I M E

4: 20pm

4:21pm

4:22

4:23

4:23.5

4:24

4:25

4:26

4:27

4:27. 3(

4:29

4:30

4:31

4:32

4:33

4:34

4:35

4:37

4:38

4:38.30

4:39

4:39.30

4:40

4:42

D E P T H

74.5'

74.0

73.5

73.0

72

71.0

70.0

69

68

67

66

65

64

63

62

61 '

60

59

58

57

56

55

54

53

COUNTS

29.5

27.5

70.0

78.0

39.5

42

40.5

45.5

42.5

30.5

25.5

31.0

58.5

115.5

132.0

119.5

59.5

50 ..5

37.5

30

27.5

38.5

31.0

43

T I M E

4:42.3

4:43

4:44

4:45

4:46

4:46.5

4:47

4:48

4:49

4:51

4:52

4:53

4:54

4:55

4:56

4:56. 3(

4:57

4:58

4:59

5:01

5:02

5:02. 3C

5:03

5:04

D E P T H

ipm52 •

51

50

49

48

47

46

45

44

43

42

41

40

39

38

37

36

35

34

33

32

31

30

29

COUNTS

41.5

84

101

43

33

49.5

99.5

130

80

60

56

67.5

59

64

69

86.5

64.5

69.5

66

55.5

69.5

74.5

61.5

57.5

UASLANO * IOUCKiMOINHM, r.C.

GAMMA RAY LOGGING

Westinghouse BloomingtofrF Lemon Lane Landfill PERSONNEL_JLJSites

PROJECT ND 112.36 EQUIPMENT DESCRIPTION.

9/16/87

WELL /BORING NO. C-2 (MW-10)

FLUID LEVEL 71.12 TOG

FI ,nn water

GROUND _5-JU_

Keck GR-81

BACKGROUND START 36. S

BACKGROUND END__15^5__

TIME CONSTANT.

10

in

RANGE.

PAGE OF.

T I M E

5:06

5:07

5:08

5:09

5:10

5:11

5:13

5:14

5:16

5:17

5:18

5:21

5:22

5:23

5:24

5:24.30

5:25

5:26

5:27

5:28

5:29

5:30

5:31

5:32

D E P T H

28'

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

COUNTS

80.5

85.5

88.5

88.5

107.5

90.5

82.5

87.5

69.5

69.5

61.5

48

42.5

48

40.5

77.5

108.2

111

105

108

105

112.5

90

48

T I M E DEPTH COUNTS T I M E D E P T H COUNTS T I M E D E P T H COUNTS

•LASLAND * KXfCXINO1NIIK, P.C.

GAMMA RAY LOGGING

WestinghousePROJECT Bloomington Sites

PROJECT MO 112.36

11/23/87

WELL /BORING NO. MW-11

FLUID LEVEL 66.98 TOG

FLUID water

SITE Lemon Lane Landfill

reference point „ ..." ABOVE RRDUMn 2.46

PERSONNEL. FDD


V-orV- GR-81

BACKGROUND START 50

BACKGROUND FMri 60

TIME CONSTANT.

10RANGE

10

PAGE .OF.

TIME

4:00 pn

4: 20pm

i:27pm

DEPTH

89.4'

89

8887

8685

84

83

82

81

80

79

78

77

76

75

74

73

72

71

70

69

68

67

COUNTS

70

65

6068

8058

54

47

50

51

65

105

50

35

28

50

48

37

30

30

33

35

27

26

TIME

4:32pn

DEPTH

66 '

65

6463

6261

60

59

58

57

56

55

54

53

52

51

50

49

48

47

46

45

44

43

COUNTS

38

96

127132

7053

56

50

44

43

44

50

57

90

58

44

37

40

100

105

92

69

50

60

TIME

4: 40pm

DEPTH

42 '

41

4039

3837

36

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

COUNTS

64

63

6460

5057

67

80

65

66

68

80

93

84

78

74

70

60

92

60

63

57

50

45

TIME

4:50

DEPTH

18'

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

COUNTS

50

30

IS

28

9S

33

88

101

110

103

100

94

92

100

90

80

70

71

KASLAND t IOUCXINOINIIK, f.C.

GAMMA RAY LOGGING

WestinghouseBloomington Sites

PROJECT MO 112-3612/3/87

WELL /BORING NO. MU-1 7

FLUID l FVFI 79.2 TOG

FI nin water

GROUND.

Lemon Lane Landfill PERSONNEL__PDD_

at ground level


Keck GR-81

BACKGROUND START.

BACKGROUND END

TIME CONSTANT

RANGE 10

65

65

10

PAGE

TIME

10:45ai

ll:00a

DEPTH

i 98.3'

98

97

96

95

94

93

92

91

9089

88

87

86

85

84

83

82

81

a 80

79

78

77

76

COUNTS

75

75

64

70

68

45

45

45

47

75108

100

86

88

78

80

84

115

110

138

110

80

£5

58

TIME

ll:10a

DEPTH

75'

74

73

72

71

70

69

68

67

6665

64

63

62

61

m 60

59

58

57

56

55

54

53

52

COUNTS

42

38

50

50

40

43

45

54

50

5058

65

90

70

60

67

100

75

60

60

63

80

80

60

TIME

11:20*

DEPTH

51'

50

49

48

47

46

45

44

43

4241

m 40

39

38

37

36

35

34

33

32

31

30

29

28

COUNTS

50

45

60

58

75

90

55

50

60

5051

38

37

44

36

35

37

45

54

83

105

79

50

38

TIME

11:30.

DEPTH

27 '

26

25

24

23

22

21

im 20

19

18ll

16

15

14

13

12

11

10

9

8

7

6

5

4

COUNTS

40

38

32

40

35

46

48

67

53

49tt>

72

64

52

46

45

65

88

93

90

80

77

86

84

KASLANO * KXICKINOINilK, f.C.

GAMMA RAY LOGGING

PROJECT.


112-36PROJECT NO..

DATE_I2/3/87_

WELL /BORING NO.

FLUID LEVEI 7 9 -2

MW-12

FI nin waterreference oint

ABOVE GROUND.

SITE. Lemon Lane Landfill

at" grnnnH level

PERSONNEL. FDD


BACKGROUND START.

BACKGROUND END

TIME CONSTANT

RANGE

65

in

10

PAGE .OF.:

TIME DEPTH

3 '

2

1

COUNTS

80

75

74

TIME DEPTH COUNTS TIME DEPTH COUNTS TIME DEPTH COUNTS

•LASIANO l> lOUCKBtOINEIK, *.C.

GAMMA RAY LOGGING

WestinghouseBloomington Projects ,.|TF Lemon Lane Landfill PERSHMNFI

PRQ-IFT-T NO H2-36

niTr 12/3/87

WF| 1 /BORINR NO MW-13

PI inn i FVEI 56.25

niim water

reference point«ASH«k*K*6c!j6c AROVF GROUNn at 8round level

EQUIPMENT DESCRIPT

Keck GR-81

BACKGROUND START

BACKGROUND END

TIMF OnNSTANT

RANfiF 10

ION

62

61

10

PAGE,. .OF.

TIME

12: 45pm

12: 54pm

DEPTH

56.8'56

55

54

53

52

51

50

49

48

47

46

45

44

43

42

41

40

39

38

37

36

35

34

COUNTS

80

97

100

115

125

140

120

90

60

61

58

55

50

52

70

100

95

70

71

96

140

144

101

73

TIME

1 :00pm

DEPTH

33 '32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

COUNTS

70

77

75

93

94

77

66

70

74

78

86

78

84

98

100

90

95

87

90

103

111

126

122

125

TIME DEPTH

Q '

8

7

6

5

4

3

2

1

COUNTS

i in120

110

100

101

100

80

70

65

TIME DEPTH COUNTS

•LASIAND * BOUCKEMO4MHK, P.C.

GAMMA RAY LOGGING

WestinghousePRDJFCT Bloomington Sites

PROJECT ND H2.3612/3/87DATE.


FLUID LEVEL 95.1 TOC

waterFLUID,reference point

ABOVE GROUND

<;ITF Lemon Lane Landfill PERSONNEL. pnn


Keck GR - 81

BACKGROUND START 55

BACKGROUND END__5JL

TIME CONSTANT U2_

RANGE TO

PAGE .OF.

TIME

1 : 20pm

l:30pm

DEPTH

124.5'

124

123

122

121

120

119

118

117

116

115

114

113

112

111

110

109

108

107

106

105

104

103

102

COUNTS

110

80

57

60

60

50

46

40

38

44

70

110

110

87

57

64

80

78

75

73

66

80

79

68

TIME

l:40pm

DEPTH

101'

100

99

98

97

96

95

94

93

92

91

90

89

88

87

86

85

84

83

82

81

80

79

78

COUNTS

50

47

40

22

25

25

34

30

27

30

37

40

38

50

62

70

54

43

60

73

83

58

51

75

TIME

l:47pm

DEPTH

77'

76

75

74

73

72

71

70

69

68

67

66

65

64

63

62

61

60

59

58

57

56

55

54

COUNTS

65

54

45

38

56

54

76

60

34

17

24

47

34

30

30

35

33

32

28

27

47

70

92

91

TIME

1 :54pm

DEPTH

53 '

52

51

50

49

48

47

46

45

44

43

42

41

40

39

38

37

36

35

34

33

32

31

30

COUNTS

70

46

35

33

31

35

34

30

30

65

54

41

37

56

95

80

50

30

34

37

50

65

64

50

UAILAND * SOUCXINOINIIK, P.C.

GAMMA RAY LOGGING

PROJECT.


PROJECT NO. H2-3612/3/87


FLUID LEVEL 95.1 TOC

waterFLUID.reference, point , ,

TXABOVE GROUND _±_i:

Lemon Lane Landfill FDDSITE PERSONNEI


Keck GR - 81

BACKGROUND START.

BACKGROUND END

TIME CONSTANT

RANGE 10

55

58

10

PAGE .OF.

TIME

2: 02pm

DEPTH

29'

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

COUNTS

42

58

49

58

65

65

59

57

50

47

45

43

40

42

50

67

75

78

73

70

70

75

7o

60

TIME DEPTH

5'

4

3

2

1

COUNTS

65

63

53

45

40

TIME DEPTH COUNTS TIME DEPTH COUNTS

APPENDIX LL-9A

fi>0

X

APPENDIX LL-9A

CONTINUOUS WATER ELEVATION HYDROGRAPHS

LEMON LANE LANDFILLCONTINUOUS WATER ELEVATIONS

12/05 - 12/19/87

830.00 -

<uM—

zoI—

LU

Ld

01

820.00 -

810.00 -

800.00

pi N CM" pf w" CM M" CM"

r0.50

-0.40

-0.30

-0.20

-0.10

0.00

<u_

<

LEGEND

UW-41:MW-7:

DATE


12/19/87 - 01/05/88

830.00 -

g

ILJ

820.00 -

810.00 -

800.00

rO.50

-0.40

Pressure transducers not functioning.-0.30

-0.20

LEGEND

UW-41:MW-7:

<u_

<ft:

-0.10

•0.00r-«o


01/05 - 01/18/88

830.00 -

Q)<U

ILU

820.00 -

810.00 -

800.00t o a o nto a to to

RAINFALL

Bn

rO.50

-0.40

-0.30

-0.2C

-0.10

•0.00

<

LEGEND

UW-41:UW-7:.

m to r-


01/18 - 02/01/88LEGEND

MW-41:MW-7:

830.00 -

(1)(L)

§ 820.00 -

§2jLd

ct:f 810.00 -<

800.00

-0.50

o» o^ W

S S 8 8 S 8a a s « * fc

^0.40

-0.30

0.20

0.10

0.00

« M « « n

n a n

£ > "n n ^

<z<

DATE


I • 02/01 - 02/14/88

830.00 -

0)<u

§

820.00 H

Ld

810.00 H

800.00S

Pressure transducer

not functioning.

, RAINFALL

i t

rO.50

-0.40

I . I . I

-0.20

o:

-0.10

0.00S

C S C M W M C M C M e S r M C M P I C J M f M

DATE

LEGEND

UW-41:MW-7:

* This value la actually 0.73


02/14 - 02/29/88

830.00 -

Q)0)

§UJ_iLJ

820.00 -

810.00 -

800.003•ft

, RAINFALL

^ 1 1 1-

TirMi_i_

, , u . .- ~ .to r-

a a aa a a

rO.50

-0.40

-0.30 ^

-0.20

-0.10

0.00

<

LEGEND

UW—41:MW-7:

DATE


02/29 - 03/18/88

830.00 -

(U0)

820.00 -

Ld

a:810.00 -

800.00 -*-*

RAINFALL

i • i t i i i i i

Ss S S

rO.50

-0.40

-0.30

-0.20

0.10

•^0.00S

LEGEND

UW-41:I nil -T.MW / •

DATE


03/18 - 04/06/88

830.00 -

gIUJ_iLU

820.00 -

810.00 -

800.00

RAINFALL

D-x,01

LEGENDMW-1: • • « 'UW-41:

MW-11:*

rO.50

-0.40

-0.30

-0.20<

-0.10

0.00

o ,_ fvj rON r-J d rJ\ \ \ v^to «o n ^

(NX.n

in to

DATF


04/06 - 04/18/88

830.00 -\

820.00 -\

LJ

810.00 H

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STORM-EVENT HYDROGRAPHS

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APPENDIX LL-10

APPENDIX LL-10

LOW FLOW TRACER TEST REPORTSHYDROSCIENCE ASSOCIATES

PRELIMINARY REPORT OF TRACER STUDY:LEMON LANE SITE, BLOOMINGTON, IN

Test I: Low Flow Test

(Hydrosclence Associates, Inc.)

Injection;

The low-flow test was designed to determine travel time and discharge

points of water from the vicinity of the Lemon Lane Landfill under assumed

lowest gradients. Drilling Into the landfill proper was not permitted due to

fear of exacerbating any potential ground-water contamination problem.

Consequently, It was decided to inject the tracer into three drill holes

surrounding the site.

Relying upon the experience of earlier investigators using bromide (Leap

and Ma1, 1986; Murray Rouse and Carpenter, 1981), lithium bromide (LiBr) was

chosen as the tracer compound because of its 1) low toxcicity, 2) high

solubility and 3) proven utility as a tracer because of the ease of detection

of the bromide ion at low concentrations. In addition, it was felt that a

stable, soluble, conservative salt would be best for a low-flow test because

we were not sure a"-priori how long the travel time would be from emplacement

to retrieval and feared that organic dyes might be retarded more than bromide

by clays and organics.

Murray, Rouse and Carpenter (1981) performed a lithium bromide test in a

carbonate system under conditions very similar to the Lemon Lane Site and

envrions. Their tast involved the emplacement of 45 kg of brine containing 25

kg of LiBr (a 56X solution) into a landfill which then was detected at springs

0.5 to 1.5 miles away.

At the Lemon Lane Site 20 gallons of LiBr solution was injected into each

well. This particular amount was chosen because 1) it is about 2.6 times the

amount injected in the referenced paper and because little was known about the

system, this amount was assumed more likely to yield good results than the

amount injected in the Missouri study; 2) the solution is shipped in 30 gallon

containers and two containers (60 gallons) was assumed enough where one

container was not thought sufficient. The solultion had a concentration of

approximately 55X.

After the 20 gallon LiBr spike was either poured into or pumped into each

of the wells, 55 gallons of water was then added to the well to flush the

tracer out of the well and into the formation. This amount of water was equal

to at least two water columns in each w.el1.

Open Hole Depth of Time ofWell Screened Interval Tracer Emplaonent Emplacement

12:26pm - 12:34pm3:22pm - 3:35pm4:24pm - 5:20pm

MW7MW-10MW-1D

Sampl ing

50-60 feet73-86 feet46-56 feet

and Analytical Results:

50 feet73 feet46 feet

Sampling at well and spring sites was begun on October 27, 1987 in order

to obtain background. All times reported hereafter are listed in hours since

midnight October 26-27, the zero time. Injection time is then taken to be

midnight on November 10, 1987 because actual injection times are spread out

over several hours at three wells and this time is convenient without causing

noticeable errors over a span of several days.

Analyses were performed in triplicate by High Performance. Liquid

Chromatography (HPLC) and the results are listed in Appendix I. Appendix II

shows the actual breakthrough curves. Spring discharge data is shown in

Appendix III.

Examination of the breakthrough curves shows peaks as follows:

Time of Peak Time of PeakSampling Point After Zero (hrs) After Injection (hrs)

Crestmont A 374.1 14.1Crestmont B 374.1 14.1Illinois Central 613.1 253.1Quarry 632.3 272.3Urban 361.5 1.5

380.8 20.8Well 11 426.9 66.9Well 8 D 712.8 352.8W?ll 8 S 360.5 >. 0.5

The stream flow data from springs shows two significient rain events on

October 27, 1987 and November 27, 1987. The tracer emplacement and sampling

took place between these peaks and therefore, there is little probability of

high flow influences on the test.

REFERENCES:

Leap, D.I., and Mai, P.A., 1986, Variation of dispersivity with ground-watervelocity in fissured aquifers determined by two-well recirculating tracertests: in Proceedings of Fifth International Symposium on UndergroundWater Tracing, Athens, Greece, Sept. 1986, 19 pp.

Murray, J.P., Rouse, J.V., and Carpenter, A.B., 1981, Groundwatercontamination by sanitary landfill leachate and domestic wastewater incarbonate terrain: Principal source diagnosis, chemical transportcharacteristic and design implications: Water Research, Vol. 15, p.745-757.

LAB ANALYSIS FOR BROMIDE TRACER:WESTINGHOUSE BLOOHINCTON TRACER TEST

The methods outlined by Stetzenbach and Thomson (1983) were used to obtain

bromide concentrations. Sub-ppm levels of bromide could be detected by ion

exchange chromotography using UV detection (190 nm).

Apparatus:

Our HPLC system consisted of a Varian Model 5000 liquid chromatograph, a

Gilson Holochrome variable wavelength detector, a Varian Model 9090 autosampler

equipped with a Valco injector, and a Hewlett-Packard Model 3390A Integrator.

Reagents:

The mobile phase was prepared using AR grade potassium phosphate monobasic

(manufactured by Mallinckrodt) dissolygd JjL glass distilled water. External

standards were prepared using lithium bromide, AR grade, also dissolved in glass

distilled water.

HPLC Procedure:

A Partisil SAX 10 fat ion exchange column (250 by 4.6 mm) purchased from

Phenomenex Company was equilibrated for one hour with the mobile phase flow rate

of 2 ml/Bin. The concentration of the buffer was 0.025 M. This concentration

gave good baseline- resolution for bromide relative to nitrate, which elutes before

it. Lower resolution was obtained with higher concentrations. A 200 pi sample

was injected using the autosampler following column equilibration. Bromide was

detected at 190 nm. Three injections were made per sample. Sample run time was 7

minutes. All samples were run within 28 days of receipt.

Data Analysis:

All data were input into a PC-XT and analyzed using Lotus 1-2-3. Samples

were rerun when the standard error between injections was greater than 10% of the

mean of the injections. Bromide concentration was quantified using external

standards as previously mentioned. To conrirm that the values obtained were

within quality control limits at the 90% confidence level, standards were run with

each set of 100 samples. Verification of the analysis was handled by addition of

spikes to selected samples. Samples were prefiltered using .45 pm filter paper.

Approximately 750 samples were run.

References:

Stetzenbach, K.J. and G.M. Thompson, 1983, Groundwater 21, 36-41.

/

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SAMPLE MAflE DATE TINE PPH Br hr

CRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTRONT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTHONT PARKCRESTMNT PARKCRESTRONT PARKCRESTMIT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTMNT PARKCRESTKONT PARK

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PUMPING STATIONPIMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONPUMPING STATIONQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYQUARRYSHODDYSHODDYSHODDYSHODDYSHODDYSHODDYSHODDYSHODDYSHODDY

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1:35 PH6:40 PH8:02 AH5:32 PN8:55 AH6:01 PH8:30 AH6:05PH11:55 AH12: 13 PR2:22 PR2:46 PH1:29 PH8:53 AH10:13 AH11:38 AH6:18 AN10:43 AN4:58 PN10:00 AN10:00 AH7:43 PH1:04 AN7:20 AH1:40 PN8:07 PR1:31 AH7:20 AH1:30 PH1:21 AH7:48 AH1:05 PN6:05 PN7:44 AN5:05 PN8:07 AH5:29 PR8:10 AH5:34 PR11:16 AH11:43 AH1:47 PH2:06 PH12:56 PN8:19 AH8:19 AH9:22 AH11:10 AN5:00 PN10:13 AH4:05 PR10:00 AN10:00 AN6:47 PH12:30 AH6:29 AN12:20 PN6:48 PH12:30 AH6:30 AH

0.04730.01830.03560.01090.13870.00940.02840.00600.04040.01390.18340.00730.10630.12490.15700.01590.04490.05030.06670.13040.14240.18970.15860.13890.14330.18310.174*0.14160.12300.13760.12920.13990.14310.1675.0.20380.31430.40960.49170.64820.80141.27331.54532.36602.82464.83272.79973.06533.35321.70441.15630.43940.02690.01450.09480.03620.03960.03930.03310.03880.0319

421.6426.7440.0449.54(4.9474.0489.5498.1313.1340.3366.4390.8613.3632.9638.3683.6702.3730.8761.034.0

178.0353.8361.1367.3373.7380.1383.5391.3397.8409.4413.8421.1426.1439.7449.1464.1473.5488.2417. i515.3339.7565.8590.1612.9632.3632.3657.4683.2713.1Z30.3760.134.0

226.0354.8360.3366.3372.3378.8384.3390.3

SHODDYSNODOrSHODDYSNOODYSNQDOYSHODDYSNODDYSNODDTSHODDYSHODDYSHODDYSNODDYSHODDYSHODDYSHODDYSHODDYSHODDYSNOODYSNOOPYSHODDYSHODDYSHODDYSHODDYSNODDYSNOOOYSNODDYSNOODYSNODDYSHODDYSNODDYSNODDYSNOODYSHODDYSHODDYSHODDYSHODDYSNOOOYSNOODYSHODDYSNOOOYSHODDYSNODDYSHODDYSNOODYSHODDYSNODDYSNOOOYSNODDYSNOOOYSNOODYSNODOYSNODDYSHODDYSNODOYSHODDYSNODDYSHODDYSNODOYSNODOYSNOOOY

11/12/8711/12/8711/12/8711/12/8711/13/8711/13/8711/13/8711/13/8711/13/8711/14/8711/14/8711/15/8711/15/8711/16/8711/16/8711/18/8711/19/8711/20/8711/21/8711/23/8711/24/8711/25/8711/26/8711/27/8710/23/8711/05/8711/10/8711/11/8711/11/8711/11/8711/11/8711/12/8711/12/8711/12/8711/12/8711/12/8711/12/8711/13/8711/13/8711/13/8711/13/8711/13/8711/14/8711/14/8711/13/8711/13/8711/16/8711/16/8711/17/8711/18/8711/11/8711/20/8711/20/8711/21/8711/22/8711/23/8711/24/8711/25/8711/26/8711/27/87

6:30 All12:25 PN12:33 PN8:30 PN12:17 AH6:50 AH6:50 AH8:09 AH4:44 n6:40 Alt4:07 PI7:02 AH4:13PH7:07 AH4:43 n10:45 AH12:42 PH12:34 AH11:42 AH8:37 AH10:13 AH5:37 PH9:13 AH2:13 PH10:00 Al10:00 AH6:47 n12:03 AH6:25 AH12:22 PH6:48 PH12:20 AH6:30 AH6:30 AH12:33 PH12:33 PH6t30PH12:19 AH6:33 AH6:53 AH12:07 PH4:48 PN6:42 AH4:09 PH7:03 AH4:25 PH7:10 AH4:45 PH10:20 AH10:47 AH12:46 PN12:58 AH12:58 PH11:46 AH7:38 AH8:59 AH10:15 AH6:01 PH9:16 AH2:20 PR

0.02020.00530.05550.03120.02760.06310.05690.01450.02370.06370.03040.04710.02290.10750.02910.03130.03390.01680.03360.02270.02180.02560.02390.02280.12780.10230.09M0.10560.10070.09890.11970.11800.09710.09710.09830.08380.10210.09930.10270.09370.11550.10980.13160.10680.10470.09420.06830.08660.01080.08910.10890.10610.12240.10130.10770.07810.07830.00240.02710.0390

390. S

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34.0

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589. (611.1631.(

657.0682.3714.0729.3758.3

STONY EASTSTONY EASTSTHNY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY EASTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UEST

10/28/8711/06/8711/10/8711/11/8711/11/8711/11/8711/11/8711/12/8711/12/8711/12/8711/12/8711/13/8711/13/8711/13/8711/14/8711/14/8711/13/8711/15/8711/16/8711/16/8711/17/8711/18/8711/19/8711/22/8711/20/8711/21/8711/23/8711/24/8711/23/8711/26/8711/27/8710/28/8711/06/8711/10/8711/11/8711/11/8711/11/8711/11/8711/12/87

. 11/12/8711/12/8711/12/8711/12/87ll/i:/8711/13/8711/13/8711/13/8711/14/8711/13/8711/13/8711/13/8711/16/8711/16/8711/17/8711/17/8711/18/8711/19/8711/20/8711/21/8711/22/87

10:00 AN10:00 AH7:32 PH12:50 AH6:45 AN12:48 PR7:33 PN1:21 AN6:50 All1:03 PH2:44 PN1:07 AN7:36 M3:32 PN7:32 AH4:55 PN7:35 AN3:20 PN7:3! AH3:03 PN10:43 AN11:12 AN1:33 PN8:12 AN1:34 PN12:16PN9:32 AH10:37 AN3:10 PH10:05 AM3:48 PN10:00 AH10:00 AH7:32 PN12:30 AH6:45 AN12:48 Pfl7:33 PH1:21 AH7:00 AH1:17 PH1:17PH7:I2PH12:32 AH1:48 AH7:21 AN12:43 PH4:43 PN7:40 AH7:40 AH5:08 PN7:40 AH3:16 PN10:17 AH11:00 AH10:25 AN1:22 PH1:40 PH12:30 PH8:03 AH

0.06010.02940.03320.05830.03190.05780.05510.05360.02360.03270.03270.02360.02570.03870.05760.04230.04630.02610.03270.01910.02990.03220.06260.02790.02270.02290.0 tf*0.02350.0064o.ooai0.0000 BLO0.15910.06080.03560.06400.13BB0.17170.18310.16470.13710.12840.11940. 12620.13130.06400.13410.13760.12830.13870.14110.12940.15350.12380.03640.14670.11550.14320.14950.12640.1443

34.0250.0355.3360.8366.8

372.8371.1383.4

390.8337.1398.7409.1413.6

423.9439. S448.9443.1

473.3487.1497.1314.1

539.2363.4

632.2389.1612.36S7.S

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230.0333.3360.1366.8

372.8379.9383.4

391.0397.3

397.3403.2408.9409.8413.4

420. B448.8463.7463.7

473.1487.7497.3314.3

313.0338.4363.4389.7

612.5632.1

13

STONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY VESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UESTSTONY UEST !STONY UEST 1URBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANURBANUFBAN

11/23/8711/24/8711/25/8711/26/8711/27/8710/28/8711/06/8711/10/87tl/ll/8711/11/8711/11/8711/11/8711/12/8711/12/8711/12/8711/13/8711/13/8711/13/8711/14/8711/14/8711/13/8711/15/8711/16/8711/16/8711/17/8711/18/8711/19/8711/20/8711/21/8711/22/8711/23/8711/24/8711/25/87

) 11/26/871 11/27/87

10/28/8711/10/8711/11/87ll/li/8711/11/87tl/ll/8711/12/8711/12/8711/13/8711/13/8711/13/8711/13/8711/14/8711/14/8711/15/8711/15/8711/16/8711/16/8711/17/8711/18/8711/19/8711/20/8711/21/8711/23/8711/24/87

9:20 AH10:52 AN3:25 PH9:48 AN3:17 PN10:00 AN10:00 AN7:13 PN12:32 AN6:35 AH1:08 PN7:33 PN1:07 AH7:00 AH7:10 PN12:32 AN12:43 PH3:33 PH7:22 AN3:11 PN7: 13 AN3:03 PN7:45 AN4:43 PN10:37 AN11:23 AN1:18 PN1:37 PH12:33 PN8:03 AH9:25 AH10:30 AH5:23 PN9:53 AH3:14 PN10:00 AH8:15 PN1:32 AH7:40 AN2:13 PH8:50 PH2:09 AH8:06 PH1:52 AN8:21 AN1:30 PH6:33 PN5:27 AH8:14 AN3:03 AN5:58 PN8:38 AH6:00 PN11:47 AN12:11 PN2:18PH2:35 PN1:26 PN10:23 AH11:33 AN

0. 16390.13580.00090.00630.01420.05040.03710.06290.06340.06400.0(420.07190.06830.03210.03930.03840.03960.03960.07360.03290.03320.03440.07130.03370.06130.0641o.om0.06780.05740.05760.08590.03390.06010.02920.03300.10380.49440.56130.32990.42030.66430,23570.17990.20190.20630.19610.17020.22650.17420.26690.13030.20320.20110.19720.19930.18110.21330.28020.19430.2637

637.3682.9713.4729.8759.334.0

250.0353.3360.5366.9373.1379.6383.1391.0403.2408.9420.8425.6439.4449.2463.3473.1487. B496.751S.t339.4363.3589.6612.6632.1657.4682.8713.4729.9759.234.0

356.3361.3367.7374.3380.8386.2404.1409.9416.4421.3426.6437.5440.2463.1474.0488.6498.0513.8340.2S66.3390.6613.4658.4683.6

14

URBANURBANURBANUELL tlWELL 11VEIL 11UELL 11UELL 11HELL 11VEIL 11yELL 11UELL 11yELL 11VEIL 11VELL 11UELL 11NELL 11VELL UVELL 11Id 11UklL 11UELL 11UELL 11UELL 11UELL 11UELL 11UELL 11UELL 11HELL 11UELL UUELL 11UELL 11UELL 111CLL 11UELL5UELL 3UELL 3VELL3UELL3UELL 3UELL3WELLSUELL3UELL 3UELL 3Id 3UELL3UELL 3UELL 3

VELL 5UELL3UELL3UELL 3

UELL3

UELL3CLL 3UCLL3UELL 3UELL 3UELL 3

1 1/23/8711/26/6711/27/8710/28/8711/04/8711/10/8711/11/8711/11/8711/11/8711/11/8711/12/8711/12/8711/12/8711/12/8711/13/8711/13/8711/13/8711/13/8711/14/8711/14/8711/13/8711/13/8711/16/8711/16/8711/17/8711/18/871 1/19/8711/20/8711/21/8711/22/8711/23/8711/24/87I 1/23/8712701/8710/28/8711/04/8711/10/8711/11/8711/11/87

. 11/11/8711/11/8711/12/8711/12/8711/1278711/12/8711/13/8711/13/8711/13/8711/13/8711/14/8711/14/8711/13/8711/13/8711/16/8711/16/8711/17/87tl/U/8711/19/8711/20/8711/20/87

6:13 PH

10:22 AH

4:55 PH8:30 AH

10:00 AH

7:08 PH1:33 Ml7:50 AN1:47 PH7:33 PH1:30 AM7:33 AH1:32 PH

7:40- PH1:10 AH7:24 AH1:«PH6:33 PH7:32 Ad3:00 Pn7:38 AH6:48 PH7:27 AH7:24 PH

11:30 AH12:07 PH11:33 AH11:33 AH11:33 Pfl11:27 AN11:37 AH

12:17 PH3:11 PN

11:13 AN10:15 AH10:00 AH6:36 PN

1:16 AH

1:31 AH7:40 AH7:30 PN1:23 AH8:00 AH1:33 PH7:23 PN1:02 AH

7:1) AH1:41 PH6:46 PH7:43 AH7:30 PH

10:38 AN6:33 PH

7:19 AH

7:10 PH11:19 AH11:44 AH

11:21 PH11:38 AH12:38 PH

0.04310.06430.14610.02940.0000 BLD

0.01510.0146

0.02260.0833

0.01960.01940.01080.02150.01120.01860.01240.0000 «J0.13920.03840.02390.03130.0000 BLJJ0.03400.02870.04380.0034 _0.0047

0.00290.00590.00780.00490.00320.0000 SLA0.00040.02380.0078

BLD0.03980.03400.02740.08520.01760.03220.01790.03270.02570.02700.06260.03570.03930.04720.05530.04470.02630.04060.0399

0.02260.01180.02030.0064

714.2730.9760.)32.5

202.0

355.1361.1367.8373.1379.6

383.3

391.9397.5403.7

409.2415.4421.8426.9439.!449.0464.0

474.8487.5499.4

313.3340.1563.4

587.9

623.)635.5659.6

684.3

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34.3202.0354.)361.3361.7367.7

379.5385.4

312.»397.6403.1409.0

415.3421.7426.8

439.8451.3466.6474.1487.3

499.2

513.3539.7

573.4

587. i589.0

15

VEIL SUELL 5UELL 5UELL sUELL 5UELL 3WELL 8HOL 8UELL 8UB1 8UEU.8UEIL8UEU.8VEIL 8UELL 80UELLBOUELL 80UELL 80UELL 80VEIL 80UELL 80UELL 80UELL 80UELL 80UELL 80UELL 80URL 80UELL 80UELL 30UELL 80UELL 80UELL 80UELL 80UELL 80UELL 80UELL 80UELL 80UELL 8SUCLL 8SUELL BSUELL8SUELL 8SUELL 8SUELL 85UELL 8SUELL 8SUELL 8SUELL 6$UELL BSUELL 85URL BSUELL 8SUELL SSUELL BSUELL 8SUELL BSUELL 85UELL 8SUELL 8<5UELL 85

11/21/8711/22/8711/23/8711/24/8711/25/8712/01/8711/13/8711/14/8711/14/8711/15/8711/15/8711/16/8711/16/8711/17/8710/27/8711/04/8711/10/8711/11/8711/11/8711/11/8711/11/8711/12/8711/12/8711/12/8711/12/8711/13/8711/13/8711/13/87tl/13/8711/19/87

11/20/9711/21/8711/22/8711/23/87

11/24/8711/25/8712/01/8710/27/8711/04/8711/10/8711/11/87

11/11/8711/11/87

11/11/8711/12/8711/12/8711/12/87

11/12/8711/13/8711/13/8711/13/8711/13/8711/14/87

11/14/87

11/15/8711/13/87

11/16/8711/16/87

11/1T/87

11/18/87

11:41 AN

11:16 AM11:22 AH12:00 PH

3:24 PR11:23 AN5:56 PH6:21 Ml6:43 PH7:03 AM

3:32 Pfl6:31 AH6:02 f»

10:27 AM12:30 n10:00 AH6:33 Pll

12:14 AN6:40 AH

12:37 PH6:23 PI

12:22 AN7:10 AN

12:53 P»6:36 PH

12:10 AH6:20 AH

12:34 PN10:50 AH

10:28 AH10:39 AH10:40 AN10:19 AH10:30 AH

10:55 AH4:46 PN

10:45 M

10:15 AH10:00 AH

6:47 PH12:30 AH

6:ZO AN12:37 PR

6:40 PN12:40 AN

6:38 AN1:00 PB

6:48 PR12:28 AH6:33 AH

12:46 PN6:05 PR

7:02 AH6:33 PH

7:10 AH5:56 PN

6:40 AH6:23 PH

10:35 AH11:00 AH

0.0213

0.01250.01520.0177

0.0158

0.03990.0283

0.20260.0428

0.03010.0403

0.07390.03670.03620.01420.0284

0.06210.06710.06310.02440.02370.03420.03410.0484

0.0241

0.03610.0234

0.01360.0246

0.02480.01910.0224

0.01710.0180

0.04031.4977

0.07910.0406.0.0087

0.11320.1345

0.09390.0292

0.03260.0423

0.03430.02410.02180.0160

0.01450.01890.05440.0484

0.03420.0401

0.04920.03880.03680.0314

0.0133

611.7635.3659.46CKO713.4831.4423.)438.5430.7463.1473.)486.3498.1314.3

12.5202.0334. i360.2366.7372.6378.4384.4391.2396.9402. &408.2414.3420.6338.1562.5586.7610.7634.3638.3682.)712.8830.1

10.3202.0334.8360.5366.3372. &378.7384.7391.0397.0402.8408.3414.6420.9426.1439.0450.9463.2472.9486.7498.45(4.6339.0

Ib

WELL 8SUELL 8SHELL BSUEIL BSWLL8SUEIL BSHELL BSUELL BS

11/11/8711/20/8711/21/8711/23/8711/23/8711/24/8711/23/8712/01/87

10:30 Afl10:43 AH10:54 Afl10:33 W110:37 M10:58 AN4:12PH

10:40 Afl

0.01130.00810.01120.01040.01380.00)90.00130.0161

562.5586.8610.)658.6658.6683.0712.2850.7

APPENDIX II

Breakthrough Curves

PPM Br1.000-r

0.500--

0.000

CRESTMONT A

to+ + + +

100 200 300 400 500

TIME (hrs)

600 700 800

CO

PPM Br1.000

0.500--

0.000

CRESTMONT B

H *-

u

0 100 200 300 400 500 600 700 800

TIME (hrs)

PPM Br

1.000T

0.500 +

0.000

DETMER

0 100 200 300 400 500

~IME (hrs)

600 700 800

oCM

PPM Br

5-

4- -

1 -•

0

ILL Central

1

100 200 300 400 500 600 700 800

TIME (hrs)

r\j

PPM Br1.000

0.500-

1.000

PACKIIIG HOUSE RD

0 100 200 300 400 500

TIME (his)

600 700 800t

Mvj

PPM Br1.000

0.500-- PUMPING STATION

0.000 l1

0 100 200 300a

400 500

TIME (hrs)

600 700 800

enCM

PPM Br

6T

c _.

4..

3- -

2 - -

1 -

0

QUARRY

I T^T i I

0 100 200 300 400 500 600

TIME (hrs)

700 800

*

(

r\i

PPM Br1.000

0.500-

0.000

SNODDY A

-0-0 O

0 t 100 200 300 400 500 600 700 800f

FIME (hrs)

inCM

PPM Br1.000

0.500--

0.000

SNODDY B

0. 100 200 300 400 500

TIME (hrs)

600 700 800

10

PPM Br1.000

0.500-

0.000

STONY EAST

0 100 200 300 400 500 600

TIME (hrs)

700 800

csi

PPM Br1.000

0.500 STONY WEST A

0.000 -I 1 1 1 • i 1-0 100 200 300 400 500

TIME (hrs)

600 800

COCM

PPM Br1.000

0.500-

0.000

STONY WEST B

•o— o—o.

I- 0--0

0 100 200 300 400 500 600 700 800

TIME (hrs)

enCM

PPM Br1.000

0.500

0.000400 500

TIME (hrs)

600 700 800

oro

PPM Br1.000

0.500-

0.000-

WELL 11

V- I Ô-A-Q-U

0 100 200 300 400 500 600 700 800

TIME (hrs)

ro

PPM

1.000

0.500

0.000 -0

WELL 5

100 200 300 400 500

TIME (hrs)

GOO 700 800 900

roro

PPM Br

3-r

24-

U

04*

WELL 8D

^0 100 200?

300 400 500 600

TIME (hrs)

\800 900

CO

PPM Br

1.000T

0.500-

0.000

WELL 8S

0 100 200 .500 400 500 600 700 800 900

TIME (hrs)

(

APPENDIX III

Spring Discharge Data

35

CRESTMONT PARK ANot able to install weir due to rocky stream bed

• CRESTMONT PARK B(Zero Reading - 1.377, 45° Weir)

(H) (Q)Date Gauge Reading Gauge-Zero Flow(cfs) Flow (gpm)

10-05-87 1 . 4 2 3 0 : 0 4 6 ' o.oooe 0.2710-28-87 1.453 0.069 0.0016 0.72

(zero - 1.384)

DETMER SPRING(Zero Reading « 1.365, 90° Weir)

(H) (Q)Date Gauge Reading Gauge-Zero Flow (cfs) Flow (gpro)

10-08-87 1 . 7 4 3 0 7 3 7 5 0 . 2 1 5 9 6 . 6 410-15-87 1.628 0.263 0.087 39.0210-23-87 1.654 0.289 0.110 49.3910-28-87 1.860 ILA95 0.422 189.6411-06-87 1.705 0.340 0.165 74.1511-13-87 1.694 0.329 0.152 68.3011-27-87 1.877 0.512 0.460 206.54

ILLINOIS CENTRAL SPRING(Zero Reading - 1.377, 45° Weir)

(H) (Q)Date Gauge Reading Gauge-Zero Flow (cfs) Flow (gpm)

10-08-87 1.472 O55 O T U O l 1 . 3 511-05-87 - 0.178* 0.033 14.8211-27-87 No reading, Weir under water

*90° Weir

PACKING HOUSE ROAD SPRING(Zero Reading « 1.378, 90° Weir)

(H) (Q)Date Gauge Reading Gauge-Zero Flow (cfs) Flow (gpm)

10-08-87 1.495 07TT7 OTT 5.1510-15-87 1.512 0.134 0.016 7.2310-23-87 1.492 0.114 0.010 • 4.8310-28-87 1.574 0.196- 0.042 (high) 18.7111-05-87 1.461 0.083 0.005 2.1811-13-87 1.505 0.127 0.014 6.3211-27-87 1.630 0.252 0.078 (high) 35.07

36

Date10-08-8710-15-8710-23-8710-27-8711-05-8711-14-8711-27-87

QUARRY SPkiNG(Zero Reading « 1.370, 90° Weir)

Gauge Reading1.5661.6071.5801.7751.6061.6201.831

(H)Gauge-Zero

0.1960.2370.2100.4050.2360.2500.461

(Q)Flow (cfs)

0.0670.0500.256 (high)0.0660.0070.354 (high)

Flow (gpm)TOb30.0822.45

114.9429.6334.57

158.95

DateTO-09-8710-12-8710-15-8710-23-8710-28-8711-05-8711-13-8711-27-87

SNOODY SPRING A(Zero Reading - 1.396, 45" Weir)

Gauge-Reading1.4521.4821.4221.4141.5091.4051.4251.641

(H)Gauge-ZeroO5S0.0860.026

j.130.0090.0290.245

(Q)Flow (cfs)

9.4 x icr;*2.7 x 10-31.4 x 10-J5.6 x 10-55.3 x 10-31.0 x 10-51.8 x TO'4

Flow (gpra)0.421.220.060.022.400.0050.08

0.036 (high) 16.33

DateTTJ-09 8710-12-8710-15-8710-23-8710-28-8711-05-8711-13-8711-27-87

SHODDY SPRING B(Zero Reading • 1.597, 90°

Gau<,e-Read1ng1.7791.7991.7651.7671.8031.7431.7281.818

(H)Gauge-Zero

7BZ0.2020.1680.1700.2060.1490.1310.221

Weir)

(Q)Flow (cfs)O3S0.0450.0280.0320.0470.0210.0150.056

Flow (gpm)o* (gT575520.17 (high)12.7314.3221J9 (high)9.436.83

25.26 (high)

37

Date10-12-87

STONY SPRING EAST(Used Marsh/McBurney Meter)

Reading (ft/sec)channel widthwater depth

17 inches0.2 feet

17

11-06-87

11-13-87

10-28-87

center

3" from N side3" from S side

center


middle


center

ft/sec

ft/sec• 0.80

0.150.150.20

(negative reading)0.0090.1

.08

.30

Date10-12-87

10-15-87

11-06-87

11-13-87

STONY SPRING WEST(Used Marsh/McBurney Meter)

Reading (ft/sec)channel widthwater depth

J1

27"

Q-- 0** *. 2

• 27 Inches•0.2 feet

EJ,/ 9" from W side$ 18" from W sidey. j 9" from E side* 12" from E side

12" from W side

ft/sec

.37

.51

.40

.47

.50

ft/seccenter « 0.10

6" from E side - .086" from W side - .10

9" from W side « .05center - 0.20

9" from E side - 0.10

9" from W side - 0.17center » 0.25

9" from W side » 0.18

10-28-87 center « 0.416" from E side - 0.40

38

URBAN1

(Zero Reading <

DateTO-OB-8710-15-8710-23-8710-28-8711-05-8711-14-8711-27-87

Gauge-Reading1.4101.4251.4151.4341.4141.4281.450

Ga

S SPRING• 1.377, 45° Weir)

(H)e- Zero

0.0480.0380.0570.0370.0510.073

(Q)Flow (cfs)Z.5 x lO'46.4 x 10-43.6 x 10-49.8 x 10-43.3 x lO.A7.4 x 10-'1.8 x 10-3

Flow (gpm)0.110.290.160.440.150.330.81

(high)

(high)

PRELIMINARY REPORT OF TRACER STUDY: LEMON LANE LANDFILL


(Hydroscience Associates, Inc.)

Water Sample Collection

Water samples were collected in new bottles after thorough rinsing

with the water sampled. All samples were filtered through a ^5 micron

filter prior to analysis for bromide. The specific conductance values were

measured in the field with a Cole Parmer Kodel 1(070 specific conductance

meter. The unit of measurement is the m crosier-en which is the

international equivalent of the microrohos. Data tables for specific

conductance and graphs of specific conductance with times are presented in

Appendices ^ and 5, respectively.

Discharge

Discharge measurements were taken using ^5° and 90° V-notched weirs

except for Stony Spring East and Stony Spring West A and B. A Marsh-

KcBurney flow meter was used because of the rock botton: of the channels.

The low flow measurements could not be accurately measured with this meter,

therefore, the data is not included in this report. The following flow

calibration equations were used to calculate the discharge:

(1) 93° weir Q in cfsQ - 2. 5 H2'5 H in ft

(?) U5° weir Q in cfsQ - 2.35 H2'143 H in ft

2 1 cfs - H^9 gpr

Discharge data are presented in Appendix 3 of this report.

Appendix 4

Specific Conductance Data

Lemon Lane Tracer Study

SPECIFIC CONDUCTANCE VALUES FOR WEST IN5HOUSE TRACER PROJECT

well

phsnasnbdimstestwaatwbquliecr pacr pburps

date:t iKe:SpC:

11/03 '6 pn.

8364846576606625733988008078861077675187

11/106 pm

719422599603613515402744793712978735185

11/1112 am

759488607589609526399737798808982710195

11/116 at

750554616630613532400740802757;995720187

11/1112 pc.

726485596605594511392717780795977720187

11/116 pm

8203986056516315324057848118551056763176

datetineSpC:

phsnasnbdtnstestwastwbquliecr pacr pburps

11/1212 am

726498609616570528389693739803939730196

11/126 ani

8386466646596175384057778198431103799178

11/1212 pa

8014006306346125614207387956821050770182

11/126 pa

7964306506816585554317928248891106813168

11/1312 at

79650262364561152439278076285^1061759195

11/136 am

80557564267763756041779984213471125835172

backarounc data

LOCATION KEY:

ph Packing House Roadsna Snoddy Asnb Snoddy Bdtn Detmerste Stony Springs Eaststwa Stony Springs Weststwb Stony Springs West

qu Quarrylie Illinois Centralcr pa Crestmont Park Acr pb Crestiiont Park Bur Urbanps Futplng Station

11/2012 pa

91356174775773763748791895910051218969225

11/2112 pit

932998791792714653496913982

107512931051765

11/2212 pa

808555672673671564435837870907

1111875504

11/2312 pa

8164816526076655684568048736781055846764

11/2412 pa

818499689641692542440812889880

1041872232

11/2512 pa

573501312202461260436645768179836489550

datet lae ;SpC:

phsnasnbdtnstestwastwbquliecr pacr pburps

date: 11/25 11/26 11/27tine: 12 pm 12 pa 12 paSpC:

ph 573 687 705sna 501 560 614snb 312 535 557dim 202 389 466ste 461 591 615stwa 260 382 378stwb 436 405 372qu 645 753 586lie 768 540 555cr pa 179 476 631cr pb 836 1147 1115ur 469 642 710ps 530 695 661

snasnb

date;tineSpC:

stestwastwbquliecr pacr pburps

date:tl»e :SpC:

phsnasnbdt»stestwastwbquliecr pacr pburps

11/1312 pn

8155556556566555604368058418721112815328

11/136 pn

8144696536586635484377828418931088795219

11/1*12 at

8235516516626455564267908308871082806435

1 1 / 1 *6 ate

8485696857036735734376368949431144870192

11/146 pit.

7975136656916555494427828358941033820185

11/156 at

7864956636496495424167888648981068814618

11/156 pt

8165016406686615454228008528831078830192

11/166 am

850488690711706573450841902944

1145177192

11/166 p&

93557679378577964757282299310551268968214

11/1712 pm

8325206836567055864748058906961125879388

11/1812 p*

8645946806706885884848559288461131882201

11/1912 pa

8475156876866865674378529309111155904797

Appendix 5

Specific Cor.ductar.ee vs. Tire Graphs for

Lemon Lane Tracer Study

f]

>*clf ic

C

ork

rt u

r t*

r»<

CT K

ovi s »

rn tl v

)

Mi

C

1.6 ~

1.1 -

1 -

0.8 -

0.8 -

0.7 -

0.6 -

0.6 -

0.4 -

0.3 -

0.3 -

0.1 -

0 -

\\

, v ___^,

3 E f E V! ' ^ 4 ; + \

"" , h r \ / \ \< r *I ! \ \/ \ y/1 ' / \ / •*• > A

,j 1 A \/A '' •'" \ / \/ \// V I / I / • V i:' * I ) i A y •*• *

t- -f* -kf'*v^+*^ ' -»-4 •*— *"^

> i i i i i i t i i i i i i i i i10 12 14 16 18 30 32 E4 36 SI

Urban?November d*:r

Pumping

tuC

3 C

S:£ 5t 60 £

£~cac

0.4 -

0.3 -

0.2 -

0.1 -

0 -

V

10 IS 14 16 1C SOi 1 l

32 24

Stonr Ef t ? :November

-t- S'.ony !»>!-. A <• S-.onv ¥e»: B

c«*.' '0 ,3C

CU

0

6K

10 12 14 16 18 20 22 24

Kovembrr d»tcBoy?t + Snoddv A c Snoddr B

26i

28

ft0Cc „V _

Sje3?

<7or»

rtO

Xlf

lftT

*tV. W

liftC.

i.o -

1.4 -

1.3 -

1.2 -

1.1 -

I / ^

^ (i. * X v— -t-^-*' \ft •*• f A.' ^F 1 ' ' V| ^ ""T p j *" ^

v^-

i- 4-^' r v' A ^ \ ^~+ ) 1 Pi E V S \ \

°'* ~h r^C CB ' -&-B' \ S* \ C X

0.8 - F^C K ' \ / \ / \

V V \o.e - \0 . 6 - i . \

0.4 -I \

0.3 -

0.2 -

0.,-

I i 1 ! 1 i i 1 i i ; 1 f 1 1 (

10 IS 14 16 16 20 23 24

/--,i

/v /V

D

//

\/Vb

1 1 i

2C »

NovemberD CrcsTnon* A * Crrv.monT B

ce „*•' *

t,

C.K

D QuarryNovember df.eT lllmoi? C<n*.r»l

FIGURE LL-I

LEGEND

O MONITORING WELL

A. SPRING

O TRACER SAMPLINGLOCATION

O TRACER INJECTIONLOCATION

LEMON LANE LANDFILL

LOW FLOW TRACER INJECTIONAND SAMPLING LOCATIONS

NOVEMBER 10-24, 1987

y_^y > •1AMAMO t »O

J ~T !'*<>'**"« » C

IX LL-11

APPENDIX LL-11

LOW FLOW TRACER TEST MEMORANDUMBLASLAND & BOUCK ENGINEERS, P.C.

To: ™** Date: 2 /1 /88

From: J-L- Jenkins Fj|e No . 112.36 13

DA- Low Flow Tracer Test -»-. W. SannerWW. r~ u; I _- I..G.W. Lee, Jr.

T.E. GassN.E. CenskyC.S. SanfordP.O. DuBois

Tuesday, November 10, 1987, Blasland £ Bouck Engineers and Hydroscience,Associates, Inc., began a two-week low flow ground-water tracer test at theLemon Lane Landfill. Bloomington. Indiana. The tracer test was a task of theSupplemental Hydrogeologic Investigation of the Lemon Lane Landfill Siteperformed by Blasland 6 Bouck Engineers for Westinghouse ElectricCorporation. Hydroscience Associates, Inc., designed the tracer test andBlafland £ Bouck Engineers provided technical assistance and support.

Pre-Tracer Injection Activities

Two weeks prior to the tracer injection, Blasland 6 Bouck Engineersperformed two rounds of ground-water elevation measurements and obtainedground-water samples from Wells MW-8D, MW-8S. MW-5 and MW-11 (FigureLL-1). These wells were selected as sampling locations by HydroscienceAssociates, Inc., as potential upgradient and downgradient wells. Wellpurging and ground-water sampling was performed with a Keck portablesubmersible pump. Ground-water sampling procedures outlined in AppendixI, Ground Water Tracer Test Protocols of the Lemon Lane SupplementalHydrogeologic Investigation Plan, June 1987 were followed. Decontaminationprocedures outlined in the Lemon Lane Landfill Supplemental HydrogeologicInvestigation Plan, June 1967, were followed before emplacing the submersiblepump in each well. Also during this time period, Hydroscience Associates,Inc., sampled and performed discharge measurements on 13 springs in thevicinity of the Lemon Lane Landfill (Table LL-1. Figure LL-1). Thesesprings were selected by Hydroscience Associates. Inc., from numerouspotential locations in the area based upon flow observed during the low flowperiod. The ground-water and spring, samples end discharge and elevationmeasurements were used to obtain background information on the wells andsprings that were sampled during the tracer test.

Tracer Injection Activities

Dr. Darrell Leap and Dr. Noel Krothe of Hydroscience Associates, Inc., andNancy Gensky, Peter DuBois and Josh Jenkins of Blasland 6 BouckEngineers, performed the tracer injection on November 10th. William Sannerof Westinghouse Electric Corporation and Dr. Richard Powell of GeosciencesResearch Associates, representing the USEPA, were also present to observeand assist in the tracer injection.

Memo to: FilesFebruary 1, 1988Page 2

The tracer selected by Hydroscience Associates, Inc., was a 551 lithiumbromide brine. The tracer was injected in Wells MW-7, MW-10 and MW-1D(Figure LL-1) by pouring the brine down 2-inch PVC pipe to a predetermineddepth in each well. Hydroscience Associates, Inc.. selected the wells anddepths of injection for each well based upon core analyses, caliper loggingand packer testing results. The times of injection and the depths of injectionwere:

Well Injection Time Depth Below Surface

MW-7 12:26 p.m. 50' Sflfti'

MW-10 3:22 p.m. 73' 8'*-'3

MW-1D 4:21 p.m. 47' 808.60

Twenty gallons of brine was poured into each well. Immediately after pouringin the brine, 55 gallons of control water obtained from a fire hydrant onLemon Lane was poured in the top of the well to flush the tracer into theformation.

Two shallow wells (one upgradient and one downgradient), two deep wells(also one upgradient and one downgradient) and 13 spring locations in thevicinity of the Lemon Lane Landfill (Table LL-1, Figure LL-1) were selectedby Hydroscience Associates, Inc., as sampling locations.

Post-Tracer Injection Activities

Ground-water and surface water samples were obtained approximately everysix hours starting Tuesday, November 10, 1987 at 6:00 p.m. through 6:00p.m. Friday, November 13, 1987. From 6:00 p.m. Friday, November 13, 1987through 6:00 p.m. Monday, November 16, 1987, ground-water and surfacewater samples were obtained approximately every 12 hours. From November17, 1967 through November 24, 1987, ground-water and surface water sampleswere obtained daily at about 10:00 a.m.

The methodology for purging the wells and obtaining ground water sampleswas:

Weil Sampling/Purging Device

V.V.-8S Stainless steel bailer

V.V.-8D Keck portable submersible pumpand stainless steel bailer

MW-5 Hydrostar Pump

MVV-11 Franklin 10 gpm submersible pump

Memo to: FilesFebruary 1. 1988Page 3

All sampling and purging devices were dedicated during the two-weeksampling period. The use of dedicated sampling devices precluded the needfor decontamination procedures that would have been performed if a samplingdevice was used in more than one well.

On at least two occasions, a dedicated stainless steel bailer was used to purgeand sample MW-8D because the Keck submersible pump froze up.

Ground-water elevation measurements were taken periodically during thesamplings in conjunction with pH, temperature and conductivity measurements.

Spring sampling was performed as outlined in Appendix H, Surface Wate*.Sampling Protocol of the Lemon Lane Landfill Supplemental HydrogeologicInvestigation Plan, June 1987. An additional round of dischargemeasurements were taken during the two-week sampling period.

Tracer Analysis

All water samples were shipped to Purdue University, where they wereanalyzed by Hydroscience personnel for bromide using a High PerformanceLiquid Chromatograph (HPLC). The HPLC is capable of detecting bromideconcentrations of almost one-hundredth of a part per million. Results of thebromide analyses are given in Appendix A. It is evident that break-throughoccurred in Quarry Spring and Illinois Central Spring and possibly inCrestmont A and B and Urban's Spring.

Purge Water Disposal

Well purge water from all sampling events was temporarily stored in 55 galkdrums at the well site and later transferred to a 2,500 gallon holding tank atthe Westinghouse Interim Storage Facility. A grab sample of the compositepurge water from the 2,500 gallon holding tank was sent to EMS Laboratoriesin Indianapolis, Indiana for PCB analysis. The results were negative.Therefore, the purge water will be disposed of at the adjacent tertiary lagoonof the Winston Thomas Facility.

/mey

TABLE LL-1

LOW-FLOW TRACER TEST SAMPLING LOCATIONS

LEMON LANE LANDFILL

Wells

MW-8S

MW-BD

MW-5

MW-11

Springs

Quarry Spring

Illinois Central Spring

Urban's Spring

Packing House Spring

Snoddy SpringsLocation ALocation B

Crestmont Park SpringsLocation ALocation B

Detmer Spring

Stoney Spring East

Stoney Springs West,Location A

Stoney Springs West,Location BPumping Station Spring

APPENDIX A

TRACER ANALYSES RESULTS

PPM Br

1.000T

0.500 -I-

0.000

CRESTMONTA

—0&-00

°

+ + -I- +

\-f

100 200 300 400 500 600 700 800

TIME (hrs)

CO

PPM Br1.000

0.500-

0.000

CRESTMONT B

IF o-

O

u

0 100 200 300 400 500 600 700 800

TIME (hrs)

PPM Br

1.000T

0.500--

0.000

DETMER

0 100 200 300 400 500

~IME (hrs)

600 700 800

oCM

PPM

6T

0

/v\

ILL Central / ^

o

'

o

on 0

" 1 1 1 ~ I *f "'"*---- '• - 1 I 1

o\1

D 100 200 300 400 500 600 700 8C

TIME (hrs)

PPM Br1.000

0.500-

1.000o-

0

PACKIIIG HOUSE RD

1 00 200 300 400 500

TIME (his)

603 700 800t

PPM Br1,000

0.500-- PUMPING STATION

0.000 /s + +0 100 200 300 400 500 600

TIME (hrs)

700 800

CO

PPM Br

G T

54

44-

24-

00

QUARRY

100 200 300 °400 500 600

TIME (hrs)

700 800

*

PPM Br1.000

0.500-

0.0000

SNODDY A

_-.q^rrr=r-T:

100 200 300 400 500 600 700 800f

TIME (hrs)

( (

inCM

PPM Br

1.000

0.500-- SNODDY B

<X>n

0.000 -I-,.

100 200 300 C400 500

TIME (hrs)

-h -I-600 700 800

(O

PPM Br1.000

0.500 4 STONY EAST

0.000 I 1 -0 100 200

I™ -I—300 400 500 600

TIME (hrs)

700 800

CM

PPM Br1.000

0.500-

0.0000

STONY WEST A

100 200 300 400 500

TIME (hrs)

600 700 800

00<\J

PPM Br1.000

0.500-

0.000

STONY WEST

0 100 200 300 400 500

TIME (hrs)

600 700 800

o>CM

PPM1.000

0.500

0.000-0 100 200 300 "400 500

TIME (hra)

600 700 800

oro

PPM Br1.000

0.500-

0.000

WELL 11

0 100 200 300 400 500 600 700 800

TIME (hrs)

(

PPM Dr

1.000 T

0.500-

0.000 O--

WELL 5

0 100 200

AI'-.T I

300 400 500

TIME (hrs)

GOO 700 800 900

COro

PPM Br

24-

00

WELL 8D

100 200 300 400 500 600 700

TIME (hrs)

^800 900

r

CO

PPM Br

1.000 T

0.500-

0.000

WELL as

ooôc

400 500

TIME (hrs)

600 700 800 900

^•^fLiL^..^' ri&&T <: ' -<Ee i 'lV>5- -'iiPSL Y / •„• «ou n!, %«iritel!ri:-^

:j, i i :TI"-J!• I* '•>* .. -~ —

•.•S!riK£^'"•^^'

FIGURE LL-I

LEGEND

O MONITORING WLLL

A SPRING

Q T R A C E R SAMPLINGI OCATION

(J TRACER INJICTIONLOCATION

IEMON LANE

LOW FLOW TRACER INJECTIONAND SAMPLING LOCATIONS

NOVEMBER 10-24, 1987

APPENDIX LL-12

3mT.

'

•1'3| IK

APPENDIX LL-12

HIGH FLOW TRACER TEST,LEMON LANE LANDFILL, BLOOMINGTON INDIANA

WESTINGHOUSE ENVIRONMENTAL AND GEOTECHNICAL SERVICES. INC.

HIGH FLOW TRACER TESTLEMON LANE

BLOOMINGTON, INDIANA

Prepared for:

Westinghouse Electric CorporationEnvironmental Systems & Services Division

Pittsburgh, Pennsylvania 15220

Prepared by:

Westinghouse Environmental and Geotechnical Services, Inc.Post Office Box 1308

Gary, North Carolina 27512

September 1989

Section No,

1

2

3

3.1

3.2

3.3

3.4

3.5

4

FIGURES

TABLES

APPENDIX

TABLE OF CONTENTS

Title

INTRODUCTION

METHODOLOGY

RESULTS

DYE DETECTION - FB28

DYE DETECTION - AY73

DYE DETECTION - DY96

BROMIDE DETECTION

DATA EVALUATION

DESCRIPTION OF HYDROGEOLOGY

Page No.

1

1

4

4

4

5

12

16

19

1.0 INTRODUCTION

This report is being submitted in fulfillment of Task 1.9

of the Lemon Lane Landfill Supplemental Hydrogeologic

Investigation Plan. W and the other Consent Decree parties

mutually agreed that the development of an on-site monitoring

program as specified in P74a of the Consent Decree could not be

achieved utilizing the data base available in late 1985,

consequently W agreed to perform a supplemental hydrogeologic

investigation which included conducting a tracer test. This

report describes the methodology and results of a high flowt

tracer test conducted at the site from May to July 1989. The

report also presents a description of the hydrogeology of the

site and surrounding area based on an evaluation of the test

results.

2.0 METHODOLOGY

During the spring of 1988 the high flow dye trace was

attempted but due to drought conditions it was postponed until

the spring of 1989. During the period from May 26 through July

22, 1989 the high flow tracer test was conducted at Lemon Lane

Landfill. The hydrologic criteria for determining that the high

flow conditions were occurring were as follows:

(1) The well MW-7 would have a water level of 828' amsl•

or above. The water level at the time of injection

was 833.92' amsl.

-1-

(2) Quarry Spring flow would be in excess of 200 gpm.

Quarry Spring was measured at 747 gpm 24 hours prior

to injection and 1298 gpm 6 hours after injection.

(3) Hinkle Spring would be flowing. It was flowing 20

gpm 24 hours prior to injection.

(4) Sinking Creek swallet would be ponded. It was ponded

5 hours prior to injection.

Tracers were injected on May 26, 1989 in three wells near the

capped area of the landfill as shown on Figure 1. In well MW-7,

a dye known as FB28 (optical brightener) was injected along with

40 gal of lithium bromide (Br-) between 1100 and 1130 hours. In

well MW-10, a dye known as AY73 (fluorescein) was injected along

with 40 gal of Br- between 1300 and 1330 hours. In well MW-1S,

a dye known as DY96 (direct yellow) was injected along with 40

gal of Br- between 1400 and 1630 hours.

Thirty-three stations and five (5) wells were monitored

for the dyes and Br-. Table 1 lists the stations by types.

Figure 2 shows the location of all but four of the stations and

their relation to Lemon Lane Landfill. The four stations which

are located outside the area illustrated by Figure 2 are the

Kirby Road, Sinking Creek, Clear Creek at Hillside, and Weimer

Road stations. The wells that were monitored were 8S, 8D, MW-6,

MW-11 and MW-5 and their locations are shown on Figure 1.

-2-

Initial detectors were put in place at all stations on May

25, 1989 between 1300 and 1800 hours. After tracer injection,

the following stations were monitored every two hours from 1800

hours, May 26, 1989 to 0600, hours May 27, 1989: Crestmont,

Slaughter House, PH Road, Snoddy A & B, Hinkle, ICG-1, ICG-2,

ICG-3, ICG-6, Urban, Quarry, Illinois Central Spring, 7th &

Adams, 17th St., and Pumping Station. The other stations and

the monitoring wells were monitored every 6 hours from 0200

hours, May 26, 1989 to 1800 hours, May 28, 1989. From May 29,

1989 to June 2, 1989 all the stations were monitored daily

between 0800 and 1200 hours. From June 9, 1989 to July 22, 1989

the stations were monitored weekly. Exact time of monitoring

for each station is tabulated in the appendix.

The dyes FB28 and DY96 were monitored with a cotton wad

suspended in the water. The cotton was then collected, washed

and inspected under an ultraviolet light. Presence of FB28 was

indicated by a blue fluorescence and presence of DY96 was

indicated by a yellow fluorescence. If both dyes were present

the cotton would fluoresce white. The dye AY73 was monitored by

suspending a screen packet of activated charcoal in the water.

Upon collection, the charcoal was emptied into a jar and an

elutriating solution of alcohol and potassium hydroxide was

poured on it. If AY73 was present, a green layer would form in•

the elutriant solution above the charcoal. Bromide was

monitored by collecting a grab sample of the water, filtering

-3-

it, and analyzing the filtrate by ion chromatograph. Bromide

analysis was conducted at the I.U. Department of Geology with a

Dionex 4500 ion chromatograph and Spectra Physics 4270

integrator. Specific conductance of the bromides samples was

measured in the field laboratory immediately after filtering.

3.0 RESULTS

3.1 Dye Detection - FB28

The dye FB28 was initially detected with a very strong

positive on the first set of recovered samples (6 hours after

injection) at Illinois Central Spring and Quarry Spring.

Subsequent samples throughout the test continued to show very

strong positives for these two stations.

FB28 was also detected with a very strong positive on July

7, 1989 at Urban Spring. The last two samples (July 13, 1989

and July 22, 1989) also had strong positives for FB28 at Urban

Spring. FB28 was not detected at any other stations.

3.2 Dve Detection - AY73

The dye AY73 was initially detected about 16 hours after

injection at the Edward Pelfree well located about 800'

northwest of the injection well, MW-10. AY73 was next detected

at Illinois Central Spring and Quarry Spring with very strong

visual positives on June 30, 1989. Subsequent samples continued

to show strong positives throughout the test at these two

stations.

-4-

AY73 apparently began to show up at other various springs

and then, following a heavy rain on July 12, all stations showed

a visual green positive. However, the color of the elutriant

was not typical of AY73 and it was decided to submit the samples

to a laboratory for a spectrofluorcphotometer scan to confirm

the absence or presence of the dye.

The results of the laboratory analysis indicated that the

groundwater in the area contained other organic chemicals which

interfered with the detection of AY73 and rendered positive

visual determination of the dye impossible. The laboratory

analysis also revealed background concentrations of AY73 present

in some samples taken in March, 1988.

After additional samples were submitted to the laboratory,

detection of AY73 could be made for 11 springs and/or primary

spring stations. At 16 other primary stations, AY73 was judged

possibly to be present but because of interference from other

chemicals, definite detection was not possible. At only one

station, 17th Street Spring, was there definitely no indication

of the dye. Dye arrival at each individual station could not be

determined as not all of the collected samples were analyzed in

the lab.

3.3 Dve Detection - DY96

For some unknown reason, DY96 was never detected on the

cotton wads. This may be due to the fact that the injection

well was on a "tight" fracture and the dye release was so

-5-

gradual it never adsorbed onto the cotton in detectable

concentrations. Very little is known about the reaction of DY96

with other chemicals present in the groundwater that might have

interfered with the dye's adsorptive capabilities.

The dye is also adsorbed onto the activated charcoal, .

although it does not elutriate visibly. During the laboratory

spectroflurophotometer scans the dye was definitely at the

following stations: Snoddy A & B, Illinois Central Spring,

ICG-3, WS-2, Sinking Creek, and Stouts Creek West. The

detection of DY96 at Stout's Creek West appears to indicate that

one or more unmonitored springs labelled W-2, W-3 and W-5 may

possibly be receiving groundwater flow from Lemon Lane also.

3.4 Bromide Detection

Background bromide samples for all stations were taken on

April 21, 1989 and the results are listed in the Appendix. High

background concentrations were discovered in ICG-2 and ICG-3 and

so bromides were not analysed for these two stations during the

test. The high concentrations were probably due to the

proximity of the county road department's salt stockpile.

Corresponding to the initial appearance of FB28 at Illinois

Central and Quarry Springs, high Br- concentrations were also

detected. Illinois Central and Quarry had peak concentrations

of 8.7 and 10.5 ppm Br- respectively compared to background

concentrations of 0.116 and 0 ppm.

-6-

The following stations had Br- concentrations 3 or more times

above background and are considered likely traces:

1. Illinois Central Br. at Allen

2. Clear Creek

3. Weimer Road

4. Illinois Central Sp.

5. Quarry Sp.

6. ICG-1

7. Urban

8. 7th & Adams

9. Cascade Br.

10. Pelfree Well

11. Sargent Well

12. MW-8S

The Sargent well is located 600' north of MW-1S and bromides

were detected there on 6 samples.

The following stations had Br- concentrations ranging from

1.57 to 2.5 times background concentrations and are considered

possible traces:

1. Sinking Creek

2. ByPass 37

3. Crestmont Sp.

4. Detmer B

5. WS-2

6. Pumping Station

-7-

The other stations did not have bromide peaks.

The tables containing bromide results along with associated

time, specific conductivity, and flow values are included in the

appendix. Also included in the appendix are the graphs of these

values. In most cases an expanded graph of the first 200 hours

is also included for clarity.

3.5 Data Evaluation

Table 2 is a matrix of results. Each tracer is listed for

the primary stations along with the conclusion of whether it was

likely detected, possibly detected, not detected or the result

was inconclusive. The fifth column is an evaluation of the

station's connection to Lemon Lane. The sixth column lists the

time to the first bromide peak in hours following injection.

Zero hour was chosen for convenience as 1200 hours May 26,

1989. This convention is followed for all tables and graphs.

Based on the results of the tracer test, it is concluded

that 11 primary stations are likely connected, 11 primary

stations are possibly connected, 5 primary stations are

inconclusive as to their connection, and one station, 17th

Street Spring is not connected. It should be noted that the

five primary stations that were determined inconclusive had AY73

possibly detected there but, in the absence of any corroborating

tracer and due to the background and/or background interference

of AY73 a positive determination of their connection is not

possible at this time.

-8-

Using the straight line distance from the landfill to the

monitoring stations, approximate flow velocity for the bromide

was calculated. These range from as low as 3.5 ft/hr. to as

much as 615 ft/hr. In actuality, velocity may be even higher,

since the first samples were taken about 6 hours after the

tracers were injected in MW-7. By that time the FB28 and Br-

was already present at Illinois Central and Quarry Springs.

These velocities are in accordance with what other investigators

have reported from their tracer studies in other areas.

/

4.0 DESCRIPTION OF HYDROGEOLOGY

Figure 3 is adapted from Gunn (1985) and shows a

conceptual model for flow in a karst conduit-flow dominated

aquifer. It is applicable to Lemon Lane with some

modifications. There is no non-limestone caprock at Lemon Lane

so rainfall enters the system by either diffuse autogenic

recharge (seepage through the soil around the uncapped portion

of the sinkhole) or concentrated autogenic recharge (flow into a

sinkhole). Flow which enters a sinkhole is carried via vertical

shaft flow into the main lateral conduits. Flow which seeps

through the soil is first integrated in the "sub-cutaneous"

zone. This zone is the upper 30' or so of the limestone bedrock

which is highly fissured. Water entering this zone either

continues to percolate downward as diffuse vadose seepage or is

integrated into a network of smaller conduits termed vadose

-9-

flows. This network of smaller conduits is the tributary system

to the main lateral conduits which conveys the water to the

discharge outlets or springs, analogous to a river basin's

tributaries combining to form a major river.

The situation at Lemon Lane also differs from the

conceptual model in Figure 3 in that Lemon Lane is at or near

the headward or starting point for the main lateral conduits.

Drainage from the sub-cutaneous zone is integrated into vadose

flow conduits. This network of conduits then integrate or

converge to form the main lateral conduits which drain away from

Lemon Lane to the various other springs as shown by the tracer

test. This is shown conceptually in Figure 4. Because of the

greater degree of cross- and inter-connectivity in the

sub-cutaneous and vadose flow network, during high flows when

the system is backflooded, the tracers become dispersed

throughout this epikarstic zone. As the flood flows recede the

tracers are distributed radially to the main lateral conduits

which convey them to the various springr. This results in the

radial flow pattern as depicted in Figure 5.

However, it should be emphasized that the Quarry Spring

System (including Illinois Central Spring) is the major lateral

conduit draining the Lemon Lane Landfill, as is schematically

depicted in Figure 4. During a low flow tracer test conducted

-10-

in 1987 the Quarry System was the recipient of most of the flow,

with a minor component seeming to show up at Urban and Crestmont

springs. During the high flow test the Quarry system received

the earliest dye pulse and the largest amount of tracer mass

(i.e. the highest concentrations of tracer for the longest

period of time). Also, of the springs previously tested for

PCBs with the exception of one analysis at Stony East spring,

Quarry (and Illinois Central) had the only positive detection

for PCBs. It is the backflooding and backing-up of water in the

Quarry system which may be causing the distribution of the

tracer throughout the epikarst and consequently to so many of

these other springs.

-11-

FIGURES

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from Gunn (1985) ' A Conceptual Model for Conduit Flow Dominated KarstAquifers" Int'l Symposium on Karst Water Resources

PROJECTLemon Lane LandfillHigh Flow Tracer Test

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TABLE 1 - MONITORING STATIONS

Station is a backuppoint downstream

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APPENDIX

Report on Analysis and Reporting Procedure for Bromide Tracer Test

A total of 739 samples have been analyzed for there bromide content osing

Suppressed Ion Chromatography (Dionex model 4500) and a Spectra Physics 4270

integrater.

Calibrations were performed using a multi-level (multi-standard) linear method.

For samples thought to have a low bromide concentration, 3 levels (0.1, 0.5 and 1.0 ppm)

with two injections per level was used for calibration. Samples with higher bromide

concentrations were analyzed using a 5-level calibration (0.1, 0.5, 1.0, 2.0 and 5.0 ppm),

with 2 injections at each level.

After calibration was completed, standards of known concentration were injected to

check for accuracy of the calibration. If the determined values were within 10 % of the

known concentration, calibration was assumed to be acceptable. Bromide standards were

also injected after every sixth sample during sample analysis to be sure calibration was

"holding". If, on any of these standards, the measured bromide value was more than 10%

different from its known concentration, re-calibration was performed.

Standards were prepared from a stock lOOOppm bromide solution. A 10 ppm

bromide standard was prepared first and was used to make the 0.1, 0.5, 1.0, 2.0 and 5.0

ppm standards. Standards were initially prepared on 5-9-89, but due to age of these

standards, a new set was prepared on 7-3-89.

The lowest standard used for calibration was 0.1 ppm in all cases. The integrater

program however, can extrapolate below this level, and bromide concentrations can be

reported at some value less than 0. Ippm. Hence, I have reported the value determined by

the integration program.

Bromide has a retention time of approximately 2.55 minutes on the Dionex 4ASA

column. Nitrate is the next anion eluted from the column, with a retention time ofapproximately 2.8 mi mites. If a sample contains substantial amounts of NO3~ , the nitrate

peak will interfere with the bromide peak, and it is very difficult for the integrater to

differentiate the two peaks. A visual examination of such a chromatogram reveals that there

is a very small quantity of bromide present in the sample. However, the integrater can not

accurately separate the NO3~ and Br peaks and often reports an unrealistically high value

for bromide. In such cases I have reported the bromide values as <0.10, because in every

case the Br peak was substantially smaller than that of the 0.1 ppm bromide standard.

A few samples had bromides concentrations greater than 5.0 ppm. In most cases

the concentration was determined using 1:2 dilutions to bring their measured bromide

values within calibration range. (MW-B4 was analyzed from a 1:40 dilution and MW-1D

was analyzed at a 1:2000 dilution). In the tables of data, any value with a superscript "d"

represents a value determined by an average of duplicate runs, if the values where within

10% of each other.

During the analysis of more than 700 samples,the exchange column did experience

some degradation, as the retention time of bromide dropped from 2.55 to 2.45 minutes.

This decrease in retention time posed no problem in the accurate determination of bromide

concentrations. Average area under peaks from injection of standards is shown in Table 1.

In all cases areas were within 10% of the mean peak area. Values vary in a random

fashion, indicating that there was no systematic shift in measured bromide concentrations

based on peak area variability.

WESTINGHOUSE HIGH FLOW TRACER TESTLEMON LANE

BACKGROUND BROMIDE (ppm)4/21/89

Site Concentration (ppm)

1 Cascade Branch 0.0952 Pumping Station 0.0973 17th Street 0.0984 Urban 0.0515 Crestmont 0.0766 37 Bypass 0.1147 Stouts Creek (West) 0.008 Stouts Creek (East) 0.009 Packing House Road 0.03610 . Packing House Culvert 0.04511 Slaughterhouse 0.04412 Snoddy B 0.02713 Snoddy A 0.04414 Detmer 0.0015 Robertson 0.05116 Defeat Creek (West) 0.0017 Defeat Creek (East) 0.0018 Kirby Road 0.0019 Sinking Creek 0.0020 Stony Spring (West) 0.0821 Stony Spring (East) 0.0022 Weimer Road 0.0023 Quarry Spring 0.0024 WN1 0.14325 I l l i iois Central (Allen Street) . . 0.10126 Clear Creek and Hillside 0 .14627 ICG 6 0.15428 ICG 3 >1029 ICG 2 0.92630 ICG 1 0.18231 Illinois Central 0.11632 Well 8S 0.07033 Hinkle

URBANTIME FLOH

7.89.611.514.114.818.731

36.742.449

55.171.395.6118.8141.9166.8262.5333.9501

669.7841

1004.91146.91363.9

SPC

480470506490490500521540578555570587601605609626595638740679697637518691

BR -

00.18000

0.040.090.090.10.10.10.10.10.110.110.110.10.120.070.670.30.090.060.08

QUARRY0 SPRING

18000040909010101010101101101101012070670300906080

TIHE

6.58.510.412.919.331.436.943

49.355.369.893.8118

140.1164.7267.8332.3500.7652.3840.31004.71147.51364.7

FLOW

129812981238147412981122987987936862642428353412198

. 428179229100553001424121

SPC

460450400406435454470458460487524545577565575499542633656615577382647

BR -

10.57.465. 844.252.451.180.971.041.041.030.710.721.231.441.50.430.740.680.850.92.5o.se2.82

1050746584425245118971041041037172123144150437468859025088282

CLEARCREEK ATHILL

1119.530.136

42.148.154.169.392.9117.3139.6164.2334.2500

651.9839.31004.11146.61363.5

565633637632634650630655679474630628643645565561601578563

0.070.090.30.130.130.110.120.140.130.140.140.150.130.160.212.960.151.450.18

ROBERTSON7090300130130110120140130140140150130-160 '21029601501450180

11.218.731.137

43.148.754.770.794.5118.2

141166.1334.5501.1668.8837.81005.71149.11365.8

365408417435380451448439467475487510500500562574507381528

0.040.040.060.050.050.050.040.10.050.10.080.070.060.080.10.150.120.070.14

40406050505040100501008070608010015012070140

HINKLE IC6-2

TINE FLOW SPC BR -(HOURS (6P«) (u5) (H6/L)AFTER 01

50 6.9 11.5 30090 8.9 9.80 10.8 8.20 13.3 8.2

ERR 19.5 1.00 30.6 0.6 33890 42.8 3.6ERR 54.5 1.090 69.7 1.090 93.6 1.0100 117.8 1.0100 139.9 1.0110 164.5 1.0ERR 332.8 1.0100 500.5 1.0,ERR 652.2 1.0ERR 839.7 1.0ERR 1004.4 1.0ERR 1146.9 9.8110 1363.9 1.050

ERR

TIME(HOURSfiFTER 0)

7.19.0

10.913.514.118.231.836.542.348.454.270.293.8

117.7263.3332.7500.6668.6837.3

1004.91149.31365.3

Tilt(HOURSftFTER 0)

7.19.1

10.813.319.730.542.754.469.693.5

117.7139.9164.5332.6500.3652.2839.8

1004.31146.81363.8

FLOW SPC(6PH) (uS/10)

_

----

28.5--

17.79.86.82.00.00.09.8--0.00.0---

ICB-3

FLOW(6PN)

6.46.44.84.8

11.51.51-5

1.51

1.11I

0.261.5I1

1.511

4238.935.936.3-

38.444.444.546.446.250,149.8--

54.1----

62.637.3-

SPC(uS)

1200----150--------------

BR -(M6/LI

0.050.090.000.00-0.000.09-0.090.090.100.100.11-0.10----0.110.05-

BR -(H6/LI

--------------------

TIHE FLOH SPC BR -(HOURS IGPN) (uSI (N6/UAFTER 0)

PH 8.5CULVERT 10.5

12.514.618.530.936.242.148.153.969.993.6117.5140.4165.5262.8332.4500.3668.3837.21004.81148.11365.1

35.135.135.120208.23.64.55.63.63.63.62.73.64.5--------

KIR8Y STONY EAST

TINE(HOURS

FLOW(GPN/io)

SPC(uS)

BR -(N6/U

AFTER 0)

M.821.930.737.343.549

55.271

94.811B.4141.3166.3333.5501.4669

838.21006

1149.31366.3

3803602802802752702702402101851501209690463112040090

345387378385392392380386422393431418520460475479431295459

0.03-

000

0.020.080.020.10.020.10.020.080.030.040.020.070.10.05

30ERR0002080201002010020803040207010050

TINE(HOURSAFTER 0)

13.820.331.236.743.348.954.?70.594.5118.7140.5164.9333.4501.7652.8838. S1005.81147.91365.2

FLOW(6PN)

130078533018818810075755040

* 20* 20--UNUNUN

1850-

SPC(uS)

432447497467508345524523540567544558549653624489559460609

BR -(H6/U

0.040.1-

0.040.040.030.040.040.050.070.060.04

00.050.070.090.070.050.06

40100ERR4040304040507060400507090705060

SINK1N6 CREEK STONY NEST

TINE FLON(HOURS (6PN)AFTER 0)

SPC(uS)

BR -(N6/L)

TINE FLON(HOURS (6PH1AFTER 0)

SPC(uS)

BR -(N6/L)

14.520. B30.837.443.649.255.371.294.9118.7141.4166.6333.7501.6669.3838.31006.21149.51366.5

770410340330295330295290290270215215225250215180205

> 2000270

285311356382393411431405432477425448424394419375385269373

0.10.050.060.060.060.050.060.050.060.090.070.060.10.090.160.180.090.060.25

1005060606030605060907060100901601809060230

1420.4

3136.643.249

54.970.394.3118.5140.4164.9333.3501.6652.7838.91005.61147.81365. 1

269288284294310503326344355391431431405491325597394287464

0.070.020.050.050.050.05-

0.010.010.020.020.030.020.060.10.050.070.040.09

702050505050

ERR!010202030206010050704090

HElttER ROAD HN-1

TINE(HOURSAFTER

13.517.531.336.943.549.255.170.894.6118.9140.6165.1333.5501.8652.8839.01005.81148.01365.3

FLOW(6PN/10)

0)_

-320445445353420440440325260-159205234620575089

SPC(uS)

326319340330327329325328350LOST362374415491406478395333460

BR -(N6/L1

0.020.010.010.010.010.020.020.010.110.040.020.010.030.100.070.330.080.050.06

2010101010202010

1104020103010070330805060

TIHE(HOURSAFTER 0)

11.920.130.836.442.948.654.670.094.0118.1140.3164.8333.6501.3652.5839.11005.31147.51364.8

FLOW(6PN)

28.546.635.128.522.720.020.015.48.23.62.71.0

-2.70.00.0W38.7-

SPC(uS/10)

62.665.465.668.263.871.564.471.123.175.975.180.976.778.6--77.963.6-

BR -IH6/L)

0.160.160.090.160.110.100.100.110.130.140.150.180.160.14--0.140.09-

16016090160110100100110130140150180160140ERRERR14090

ERR

ILLINOIS CENTRAL AT ALLEN KS-2

TINE(HOURSAFTER 0)

11.219.630.236

42.348.254.269.393.3117.4139.7164.3333.9500.2651.9839.21004.21146.71363.9

FLOH(GPU)

--220020001750160014501000620420300300245400160

< 100< 1004200125

SPCluS)

606601556558622355635690759823830835947100399510748245851005

BR -(KG/L)

5.491.180.8-0.63-0.70.520.440.7O.B0.810.46-0.450.411.140.491.6

54901180800ERR630ERR700520440700800BIO460ERR45041011404901600

TIHE(HOURSAFTER 0)

11.820

30.836.443

48.754.770.194.2118.2--333.8501.4652.6839.11005

1147.61364.9

FLDH(6Pfl>

50.825.59.83.61.5

< 1< 1< 1

0000

-< 1

00

< t113.5-

SPC(uS)

380398636396387620341310333347---441--463390-

BR -(H6/L)

0.30.30.330.30.50.70.220.20.210.21---0.31--0.250.28-

300300330300500700220200210210ERRERRERR310ERRERR250280ERR

CRESTHONT SLAUGHTER HOUSE

TIME(HOURSAFTER

7.69.311.313.915.018.930.936.542.748. B54.971.095.4118.7141.7166.7•>62.7333.8501.2669.0B40.81005.11146.31364.3

FLOW(BPNxlO)

0)

200.0255.0351.0317.0200.0200.0154.098.098.098.098.066.045.036.036.027.082.020.036.010.010.010.0134.010.0

SPC(uS/10)

2850

52.552.854.155.754.957.759

60.161.261.665.962

70. B70.264.676.880.778.980.77356

81.6

BR -(H6/L)

0.110.090.000.100.050.040.050.050.050.050.060.060.070.080.080.070.020.120.080.130.170.140.080.23

110900

100504050505050606070BO8070201208013017014080230

TIME(HOURSAFTER 01

6.48.510.512.414.518.431.936.242.048.153.869.893.6117.5140.4165.5232.6332.4500. i668.3837.21004.61148.01365.1

FLOW<6PH)

198.0179.0219.0198.087.3120.8113.575.670.255.355.342.528.525.520.09.828.59.89.83.64.515.4179.09.8

SPC(uS/IOJ

5459

57.7SB. 859.66163

66.467.467.768.670.368.370.873.777.267.8-75.481.583.78576

SB. 7B1.2

BR -(HG/LI

0.130.050.040.040.030.040.040.040.040.050.070.070.000.050.060.060.060.050.040.090.080.110.070.12

1305040403040404040507070050606060SO40908011070120

PACKING HOUSE ROAD SHODDY A t 8

TIRE(HOURSAFTER 0)

6.7B.610.613.214.61B.531.936.342.248.153.969.993.6117.5140.4165.5262.8332.4500.3668.3837.21004.81148.11365.1

FLQH(GPN)

152.0152.0219.0-

152.01B8.6136.0106.6100.093.487.375.635.12B.517.720.055.315.425.511.55.615.4179.09.8

SPC(uS/10)

6455.859.957.556.862.565.766.565.668

67.468.668.371.174.375.568.873.582.181.288

72.658. 482. B

BR -(H6/L)

0.070.020.030.020.030.030.040.050.040.110.040.050.050.050.060.060.040.060.070.080.070.100.080.12

70203020303040504011040SO50SO6060406070807010080120

TINE(HOURSAFTER 0!

7.08.710.813.314.018.331.736.442.348.354.170.193.8117.7140.6165.7263.1332.9500.7668.5837.31004.91148.31365.3

FLOW A(6PNI

15.422.722.7-9.89.817.711.535.155.365.031.74.53.61.55.69.84.53.63.65.68.265.03.6

FLOW B(6PW

171.0177.0465.0204.0158.0158.0226.3129.5226.3109.099.5208.441.422.98.311.833.714.59.41.5

< 1.08.3

250.04.1

SPC(uS/10)

4137.240.437

37.631.7

4141

39.739.442

40.247.450.751.253.246.854.657.960.558.554.436.857.9

BR -(HG/L)

0.020.040.090.030.020.020.030.020.020.020.020.030.020.100.050.040.040.050.070.090.060.090.060.09

20409030202030202020203020100504040SO709060906090

17 th

7th VADANS

TINE FLOW(HOURS (6P«)AFTER 0)

6.78.610.513.019.331.536.943.149.355.469.893.8117.9140.1164.6332.1500.71004.61147.41364.7

ICG-6

TINE FLOH(HOURS (6PH)AFTER 0)

11.819.730.436.142.348.454.369.593.4117.6139.8164.4263.0332.3500.3652.0840.11004.31146.81363.8

SPCUS)

450450S355626156756607036806897231500765799783775834785495844

SPC(uS)

440465472470502502514535603647721722602720799771819717439831

BR -(H6/L)

0.040.000.000.000.050.060.060.070.060.060.070.090.100.100.730.160.100.240.070.11

BR -(N6/L)

0.070.040.050.050.050.070.050.060.080.070.110.110.090.090.100.160.240.120.060.15

400005060607060607090too10073016010024070110

70405050507050608070110110909010016024012060ISO

TIHE FLOH(HOURS IGPtl)AFTER 0)

7.79.411.414.014.B18.830.936.642.548.955.071.295.5118.8141.8166.7262.6 - '333.9501.1669.71005.01146.31364.2

IC6-1

TINE FLON(HOURS (6PN)AFTER 0)

6.B8.810.713.119.430.736.342.848.554.569.793.7117.B140.0164.6332.9500.61004.51147.01364.0

SPC(uS)

770

740723630680716746740760761755776792792817839729850937817834712897

BR -(N6/L)

0.070.100.080.090.080.080.080.080.090.090.090.120.110.110.100.110.110.110.110.140.160.120.16

70100809080808080909090120110110100110110110110140160120160

SPC(uS)

BR -(H6/L)

560540538557563551539561555576555572588572556564616575498555

0.270.580.480.330.220.14-0.120.120.140.130.130.220.220.230.120.090.270.100.10

270580480330220140ERR12012014013013022022023012090270100100

CASCADE BRANCH STOUTS CREEK EAST

TIME(HOURSAFTER 0)

10.418.030.636.341.948.754.769.293.0116.5139.9165.0331.7667.7799.6834.31004.11147.21364.3

FLO*<6W

410520140240400265265180400100100100215100700180100165050

STOUTS CREEK

TINE FLON(HOURS (6PH/10)AFTER 0)

10.718.330.436.242.148.554.569.393.2117.2140.2165.2332.1499.9667.8836.810M.31147.51364.5

300180100906757

49.53723

13.51010101010101016023

SPC(uS)

5766146306506456646336046466676326676B3667727743689485645

NEST

SPC(uS>

377401416325425417438453455466468485504570542535502384510

BR -(N6/L)

0.040.040.050.050.050.060.060.060.070.080.070.080.090.430.090.100.130.150.14

BR -(J16/L)

0.170.040.020.030.030.030.030.040.030.040.040.040.050.050.070.030.080.070.08

404050SO50606060708070809043090100130150

• 140

170402030303030403040404050507030807080

T1HE FLOW(HOURS (GPN/10)AFTER 01

10.718.230.336.242.148.454.469.393.2117.2140.2165.2332.1499.8667.8836.81004.31147.51364.5

370600190

177.5162.514514513011095807733

107.517336653087

SPC(uS)

435447452460473457456469485475495505486566512552527397112

BR -(H6/L)

0.05-0.040.050.030.030.050.030.040.050.050.050.040.060.090.070.090.060.09

BYPASS 37

TIKE(HOURSAFTER 0)

11.018.532.136.142.348.354.369.793.4117.3140.3165.3332.3500.0668.0837.01004.51147.81364.8

FLON(6PN)

1709544587544444440321022364455321405

SPC(uS/101

65.368.272.172.859.472.474.277.381.478.886.587.483.483

91.294.183.762.890.5

BR -(NG/U

0.070.040.050.050.050.060.060.090.090.100.140.120.120.130.170.160.170.090.20

50ERR4050303050304050505040609070906090

70405050506060909010014012012013017016017090200

DEFEAT CREEK EAST DETNER A

TINE(HOURSAFTER 0)

11.318.930.937.243.348.954.970.894.7118.3141.21 to. 3333.3SOI. 3668.9838.01005.81149.31366.1

FLOW(6PH)

157512009501550830715715710400330255135180230* 50* 50115165060

DEFEAT CREEK

TIKE(HOURSAFTER 0)

11.318.830.937.243.348.954.870.894.7118.3141.2166.3333.3501.3668.9838.01005.81149.31366.1

FLOM<6PH)

_

------------------

SPC(uS)

365381385392405376366383395396417423439448501512441359464

NEST

SPC(uS)

376391383396406403410343417414441452445---465303-

BR -(N6/L)

0.030.06-0.030.030.020.030.030.040.030.030.030.030.040.050.030.040.040.05

BR -(N6/L)

0.030.020.030.020.000.000.080.030.050.030.050.03-0.03--0.040.05-

3060

30302030304030303030405030404050

TINE(HOURSAFTER 0)

11.619.131.436.742.848.554.470.494.2117.9140.8165.8333.1500.8668.7837.61005.31148.91365.7

TINE(HOURAFTER 0)

11.619.231.336.742.848.554.570.494.2117.9140.8165.8333.1500.8668.7B37.61005.31148.81365.7

FLOW(8PN)

.------------------

DETNER

FLOM(6PN)

113.565.028.5113.542.531.720.02.79.8

< 1< 1< 1----0.6

252.0-

SPC(uS)

449445463450475487463493487498517537537524585616518380568

B

SPC(uSl

428460456455484473500484508469517527431522--527426559

BR -(H6/L

0.080.080.110.050.080.070.050.080.080.080.090.09

00.090.140.120.130.070.15

BR -(H6/L

0.100.110.090.100.100.080.080.080.090.090.110.110.030.09--0.200.120.12

ILLINOIS CENTRAL SPRIN6

TIME FLOW(AFTER (6PH)HOUR 0)

6.38.310.312.819.131.236.842.949.171.596.0119.1142.2167.0333.5500.9669.4840.61004.81147.31364.5

SPC(uS)

3903903963i6417425422431454529510547547570574611625635557360641

BR -(H6/L)

8.706.704. IB2.121.351.401.021.221.250.671.171.951.622.221.100.741.4B1.223.691.604.00

8700670041802120135014001020122012506701170195016202220110074014801220369016004000

PUHPINS STATION

TIME FLOW

(HOURS (6PN)AFTER 0)

7.69.2

11.213.814.918.830.836.4

42.654.870.891.3 ; -

118.5141.6166.5333.8501.1669.8840.8

10051146.313M.3

SPC<uS>

600610603553573593631636665650679638628699725619760612368680601635

BR -(H6/L

0.070.340.090.060.060.060.070.070.060.070.080.080.090.090.090.070.070.090.030.160.090.11

Sargent Well

Date Time

5/29/89 12155/30/89 09455/31/89 08556/01/89 08256/02/89 08406/09/89 0815

Pelfree Well

Date Time

Well MW-6

5/29/89 11555/30/89 09405/31/89 09306/01/89 09256/02/89 10106/09/89 0840

Well MW-5

Date Time

Well MW-11"

Date Time

5/26/895/27/89

5/28/89

5/29/895/30/895/31/896/01/896/02/896/09/896/22/89

23440525191501000700131019031030105510100910094009081045

Br- in ppm

1.921.120.950.900.780.50

Br- in ppm

2.452.263.672.491.981.09

Br- in ppm

5/26/895/27/89

5/28/89

5/29/895/30/895/31/896/01/896/02/896/09/896/21/89

23300525190000450640130018491025104009550855093009001015

0.080.080.020.020.020.020.020.000.000.020.020.010.010.08

Br- in ppm

0.110.000.020.040.000.010.010.010.030.030.020.040.030.05

Date Time Br- in ppm

5/26/895/27/89

5/28/89

5/29/895/30/895/31/896/01/896/02/896/09/896/21/89

230605001855003506301225183910151025:09450850092508551420

0.000.000.000.000.000.000.000.030.000.060.020.030.030.08

Well MW-8d

Date Time

Well MW-8s

Date Time

5/26/895/27/89

5/28/89

5/29/895/30/895/31/896/01/896/02/896/09/896/21/89

22370445183000050600123518150955100009000840084508250830

Br- in ppra

5/26/895/27/89

5/28/89

5/29/895/30/896/01/896/02/896/09/896/21/89

1031043518300015060512401823100010050835085008301645

2.381.852.612.072.221.992.222.032.062.882.722.372.23

Br- in ppm

0.000.000.000.000.000.000.000.000.000.170.240.230.070.05

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Documents

PHASE 1 REPORT · B. Overburden Geology C. Bedrock Geology D. Hydrology and Hydrogeology Page 1 4 4 4 8 10 11 14 16 23 26 28 32 32 32 34 40. Table LL-1 Table LL-2 Table LL-3 Table