fall 1998 preliminary data report - additional site ... · additional site characterization of the...

-. Prepared for:i

AlliedSignal, Inc.101 Columbia Road

Morristown, New Jersey 07960

PRELIMINARY DATA REPORT FORADDITIONAL SITE CHARACTERIZATION,

FALL 1998

HANLIN-ALLIED SITEMOUNDSVILLE, WEST VIRGINIA

Prepared by:

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•5k GEOSYNTEC CONSULTAIVTS1 100 Lake Hearn Drive, NE, Suite 200

Atlanta, Georgia 30342

Project Number GL0097-550

January 1999

O R I O I 0 8 9

GeoSyntec Consultants

TABLE OF CONTENTSi

1. INTRODUCTION.......................................... ^

2. SCOPE OF WORK ....................................... ^^ 1

2.1 Soil Boring Program to Assess the Horizontal Extent of DNAPL in the SouthPlant Area.............................................................................................................2

2.2 Bedrock DNAPL Investigation in the South Plant Area...................................... 3

2.3 Well Installation Program..................................................................................... 43. PRELIMINARY FINDINGS..............™.................................................™

3.1 Results of the Soil Boring Program...................................................................... 4

3.2 Results of Bedrock DNAPL Investigation........................................................... 53.2.1 Bedrock Characterization............................................................................. 5

3.2.3 Results of Groundwater Sampling................................................................ 64. WORK TO BE COMPLETED............................................................................. 6

5. REFERENCES......................................

LIST OF TABLES

Table 1 Fall 1998 Well Construction SummaryTable 2 Soil Analytical SummaryTable 3 Groundwater Analytical Summary

LIST OF FIGURES

Figure 1 Fall 1998 Boring Locations

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LIST OF APPENDICES

APPENDIX A SOIL BORING LOGSAPPENDIX B: WELL COMPLETION LOGSAPPENDIX C LABORATORY ANALYTICAL DATA SHEETS

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1. INTRODUCTION ]

AlliedSignal, Inc. (Allied) has retained GeoSyntec Consultants (GeoSyntec) toprovide technical services associated with an engineering evaluation and cost analysis(EE/CA) for the Hanlin-Allied Site in Moundsville, West Virginia. The EE/CA is arequirement of an Administrative Order by Consent (Docket Number IH-93-55-DC)between the United States Environmental Protection Agency (USEPA) andAlliedSignal.

USEPA has issued comments on previous project deliverables relative to theinterpretation of the bounded extent of dense non-aqueous phase liquid (DNAPL1hydrocarbons present in the alluvial deposits in a state of residual saturation.Comments on the horizontal extent boundary focused on the characterization in the areaof a bedrock depression in the vicinity of monitoring well OW-38. Comments have alsobeen raised regarding direct characterization of bedrock underlying the alluviumparticularly with respect to the potential presence of DNAPL. In November 1998,AlliedSignal submitted a work plan to USEPA to address these comments (Work Planfor Additional Site Characterization, Fall 1998 [GeoSyntec, 1998]).

This document serves as a preliminary data report and status update for the Fall1998 field investigation. This report describes the work performed at the site inDecember 1998 and provides a brief summary of the preliminary results. Detailedinterpretation of the data has not been included for this report because data collectionactivities are still in progress. A final data report including interpretations, conclusions,and recommendations will be prepared after completion of the field work.

2. SCOPE OF WORK

This section presents the scope and methodologies used for the completed elementsof the Fall 1998 field investigation. The investigation was performed in accordancewith the Work Plan and December 7, 1998 addendum, and complies with the fieldsampling and quality assurance procedures established in the EE/CA Work Plan[GeoSyntec, 1996].

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"" GeoSyntec Consultants

2.1 Soil Boring Program to Assess the Horizontal Extent \of DNAPL in the Sooth Plant Area ;

Additional site characterization of the horizontal extent of DNAPL impactconsisted of three components:

• advancement of four soil borings (301, 302, 303, and 307) in the OW-38bedrock depression area and one boring (306) along the "Southern Corridor";

• advancement of two additional soil borings (303, 304) along the Ohio Riversouth of the OW-38 area to fill gaps in the site characterization coverage; and

• one soil boring (305) completed in the process of replacing monitoring wellOW-12 along the southern property boundary.

The seven borings were advanced to the top of bedrock or auger refusal at thelocations shown in Figure 1. The borings were completed as either bedrock oroverburden monitoring wells as described in Sections 2.2 and 2.3.

The borings were advanced using 4-1/4 inner-diameter hollow-stem-augers.Continuous soil samples were collected using a 5-foot CME™ sampler. Soil grabsamples were collected from every other run of the sampler (every 10 feet) for depthsabove 30 feet and grab samples were collected from every 5-foot run of the sampler fordepths below 30 feet. A lesser sampling frequency was warranted for the shallowportion of the soil borings because of the vertical migration characteristics of the CMPproducts reported in previous CMP area investigations. The soil samples were analyzedon-site in the Hanlin Chemicals laboratory by EPA Method 8010. (The Hanlinlaboratory is W^yirginiqjgrtjfigd fnr CjtfP volatiles analyses).

Samples were field screened for VOCs using a hand-held photo-ionization detector(PID) with an 11.7 eV lamp. This information was used to aid in sample collection andto alert the Hanlin laboratory to potentially high VOC concentrations in the samples.Field screening data is presented on the boring logs in Appendix A.

The soil cores were described lithologically and detailed boring logs were prepared(see Appendix A). Particular attention was given to estimating the percentage of fines

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GeoSyntee Consultants

(i.e., silt and clay) in the samples because the percentage of silt and clay in a granularsoil is the principal control on hydraulic conductivity. *

2.2 Bedrock DNAPL Investigation in the South Plant Area

Borings were advanced into bedrock to evaluate the hydrogeologic properties,water quality, and presence of DNAPL in the bedrock aquifer. The bedrock assessmentprogram was performed in a phased approach, consistent with the approved Work Plan.Step 1 consisted of an investigation in -the immediate vicinity of residual saturationDNAPL present in the overlying alluvium, with an additional boring located in thestructural downdip direction (bedrock stratigraphy dips moderately to the south-southeast). Step 2 was a contingency investigation if the contamination extent requiredfurther delineation. All bedrock investigation locations coincided with soil boringlocations described previously (see Figure 1).

Two bedrock borings (301, 306) were installed at locations slightly beyond thecurrent depicted boundary of residual saturation DNAPL in the alluvium, to minimizethe potential for cross-contamination to the underlying bedrock. These borings arelocated at the downslope edge of the "Northern Corridor" and "Southern Corridor",respectively. An additional bedrock boring was advanced at the 305 location to assessthe potential presence of DNAPL in the bedrock, structurally downdip of the sourcearea. *

The bedrock borings were constructed as follows. Soil borings were advanced tobedrock with continuous sample collection. Surface casing, constructed with 8-inchinner-diameter, steel pipe was advanced into bedrock using a drill-through casing driver(ODEX). The casing was drilled between eight and 20 feet into bedrock (depending onthe degree of competency) and grouted in place. Alter the grout seal had been allowedto set, the borings were advanced through the casing approximately 50 feet into bedrockusing a 6-inch diameter air hammey. The boreholes were initially completed as an open-hole well for future testing and sampling. If CHCs are not detected after a 6-monthperiod, the borings will be abandoned and grouted to ground surface. Conversely, ifCHCS are detected during subsequent sampling activities, the open holes may becompleted as bedrock monitoring wells.

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Initial groundwater samples were collected from bedrock borings 301 and 306 afterinstallation to assess the need for additional bedrock monitorihg wells furtherdownslope. The samples were analyzed on-site in the Hanlin Chemicals laboratory byEPA Method 601. Based on the laboratory results, an additional bedrock boring wasadvanced downslope from the 306 location at the 304 location not used elsewhere.Construction procedures for 304 were similar to those described for 301 and 306.

13 Well Installation Program

Overburden monitoring well clusters were installed at locations 302, 303, 304, and307 for the purpose of assessing groundwater quality within the alluvial aquifer. Thewell clusters consist of a deeper well screened at the base of the alluvium (A-well) and ashallow well screened near the water table (B-well). An additional overburdenmonitoring well was installed at the 305 location to replace existing property boundarywell OW-12, which is no longer serviceable. The monitoring wells were constructed•with 2-inch inner diameter PVC pipe and completed with 10 feet of 0.010-inchmachine-slotted screen. Table 1 summarizes the construction details for each of thewells and the locations are presented on Figure 1.

Well development was performed during the week of 28 December 1998. Thewells were developed using a Grundfos submersible pump. Temperature, pH, andconductivity were measured during well development in addition to recording visualobservations (turbidity, color). The wells were considered adequately developed after aminimum of five well volumes had been removed and all measured parameters hadstabilized.

3. PRELIMINARY FINDINGS

3.1 Results of the Soil Boring Program

Seven borings were advanced in the South Plant area for lithologic characterizationand sample collection. Bedrock or auger refusal was encountered at depths rangingbetween 70.5 and 91.5 feet below ground surface (bgs). The alluvial deposits logged inthe soil boring program consisted primarily of sand, gravel, and silt mixtures. In

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general, soils containing the lowest percentage of fines occurred in the bottom 50 feet ofthe borings and silts generally occurred in the upper 20 feet. Sample recovery decreasedconsiderably below depths of 50 feet in most boring locations. Running sands wereencountered at the SB-302 and SB-303 locations making drilling and well completionactivities difficult.

A total of 71 analytical samples were collected from the seven boring locations.The reported results range from <1 mg/kg total CMP volatiles, which was the minimumquantitation limit, up to 91.3 mg/kg in the SB-306 boring location. The analyticalresults from the soil boring program are presented in Table 2 and the laboratory datasheets are provided in Appendix C.

3.2 Results of Bedrock PNAPL Investigationr

3.2.1 Bedrock Characterization '

Four borings were advanced into bedrock in the South Plant area for lithologiccharacterization and sample collection. Depths of the borings ranged between 160 feetand 128 feet bgs. The bedrock was logged from cuttings blown out of the boreholeduring the air hammer drilling. Generally, the bedrock consisted of interbeddedsiltstone, shale, and coal. Softer rock types, such as shale and coal, were logged by thepowder discharged from the boring during drilling. Harder materials, such as sillstone, jwere logged by actual rock fragments discharged from the borehole. '

Relative yield of the bedrock wells was evaluated based on the amount of water jdischarged from the boring during drilling. The yield in bedrock well SB-301 was highto moderate with SB-306 producing slightly less (moderate to high). The yield ofbedrock well SB-305 was low to moderate and the yield of well SB-304 was low.These preliminary and subjective data will be confirmed with the packer testing and _take tests (permeability tests) proposed for each well (to be performed at a later date).

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3.23 Results of Groundwater Samplingi

Screening-level groundwater samples were collected from bedrock borings at the301 and 306 locations. The concentrations of CMP volatiles in the samples collectedare summarized in Table 3. The reported results were 0.339 mg/L and 259.2 total CMPvolatiles for the SB-301 and SB306 samples, respectively. Based on these results, anadditional bedrock boring was advanced downslope of SB-306 at the SB-304 location.The laboratory data sheets are provided in Appendix C.

4. WORK TO BE COMPLETED

The following tasks proposed in the Work Plan for Additional SiteCharacterization, Fall 1998 (GeoSyntec, 1998) will be completed in the Spring of 1999when the weather permits:

• packer testing of bedrock borings at locations 301,304,305, and 306;• groundwater sampling for all newly installed wells (overburden and bedrock);

• surveying;• water level measurements; and• final data report preparation.

Decisions regarding the construction of permanent bedrock monitoring wells willbe made after review of packer testing results and additional groundwater sampling. Itis anticipated that a conference call or meeting will be held to discuss these results withAgency representatives, prior to selection and completion of bedrock monitoring wells.

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5. REFERENCES ]

GeoSyntec, 1998, Work Plan for Additional Site Characterization, Fall 1998,Engineering Evaluation/Cost Analysis, Hanlin-Allied Site, Moundsvitte, West Virginia,prepared for AliiedSignal and presented to USEPA in November 1998.

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TABLE3GROUNDWATER ANALYTICAL SUMMARY

FALL 1998 INVESTIGATION

Hanlin-AMiedSIteMoundsville, West Virginia

Well ID:Concentrations in mg/L

Methyl ChlorideVinyl ChlorideMethylene Chloride1,1-Dichloroethene1,1-Dichloroethane

Chlorofonn1 ,2-Dichloroethane1,1,1 -Trichloroethane

Carbon Tetrachloride •1,1 ,2-Trichloroethene

TetraChloroethane1 , 1 ,2-TrichIoroethane

1 , 1 ,2,2-TetrachIoroethaneTotal CMPs

SB-301

<0.015<0.0150.160

<0.015<0.0150.239

<0.015<O.OI5<0.015<0.015<O.OI5<0.015<0.015(K399

SB-306

<025<0^520.59<0^5<0^5237.1<0.25<0^5<0^50.630.867<0.25<0^5259^

Notes:Analysis by USEPA Method 601Bolded results indicated detected compounds<0.015 - Compound not detected above method

detection limit

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APPENDIX A

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OAA^t co^/csf . A/ufi {*&AV£L fivB TO CM&SS

& 3V-34 FT: $•&«€ $"«.rt

/

• ^Bfl •

r -7

p£* * * * '

* •* , «* '

**_^^^ *

•* r^r t• * ' * *

^^ • «)• 4• * •

3 * ' C

• • O

v. -ft :Tt-rt.

*; JB"

• 5 -

•20-finf

•36--*^

•

•

•

•

•

•

•

60"'

-,.

s,.

„.;

«.;47"

*

1415 fi£lHU CCIU.IV6-

PlO 7.O P^MHa 0.009 Pf>1

P/D 5.4$AH0Lt 3O7--0

CuW 3 '437

HuW 4 14*3FlD 7.4

5A?iPc£ 307 -If

fcow 5 |4S2

PiD *.2

PiD 5.' • *v 1 0SA/&& 3o7-Z8

R.UW7 1508PID 5-3

5Ax^^ 3o7-34

tt"^ B 15-°Piti 7.?^Â^nfTizs

W

a.3

0,1

70TO

FlAfE TO

FT

*•

M

•4so.

+55

45

Proi.No.: G-LOQ9?Drilling Log

14;

0"

0 15405.4

0.006

16 IS

1LOV JZ

&UA/ 13 1645 f

R.UA/14

is L,

.

7«.S^r; /?!

A R I O H 2 6

APPENDIX B

WELL COMPLETION LOGS

t1

-'.Ml

iff

iIT

R R I O I I 2 7

GEOSYNTEC CONSULTANTSWell Completion Information

Date Installed: //-Pre -Drillling Company:

Date Developed: JJ^/g/W

t>p \\_L1 N^ Co. Driller g.MC.Well No.:

Inspector: JET, PTb, KHVL Site: Proj.lNo.ijQLfta^.Bottom of Borehole*

Fop of Cave-liltTop of Plug-Back f

Bottom of Well*Bottom of Screen*Top of Screen*Top of Filter Packf

TopofSealtTop of Groutf

/*79.S" ft

ftft

IS^S1 ftft

ft— ftft— ft

\0*»n ^/» -Cw*,

I /OT -;?*&-'

ji;/^ c^5.V,ci**hltJ fe /o"7

Plug-Back Material:Filter Pack Material:Seal Material:Orout Material:

JbsIbsIbssx

* Measured based on total length of pipe or drilling rods.f Measured with a weighted tape measure.

Well ComponentsCasing Material: 5- -,Ur4 .sAeWScreen Material: —Slot Size: —S«Mw/Casing DiameterBit Diameter

f in6 in

Above Ground ComponentsCircle one: (Stick-up jFlush-mount

For stick-up coven:Well pipe above pad:Prot casing lid above pad:Pad above ground:

a fto2 fl— ft

for flush-mount covers-

Well pipe below lid:Lid above ground:

ftft

Development NotesPate &. Jlrne ptf gpnd^ Temp ' fols Appearance of Water

lZ-lft-16 12(5 — — • — J20 <r/«*,~

Notes:

(

Vs.

A R I D I 128

GEoSwrEC CONSULTANTSWell Completion Information

Date Installed: 21 -t>E<L-qa Date Develooedi 23 - B£C a Well No.: 5R- 3 02. A

DrilllingCompany: PEttHS^LMJU*IN PRU-Ubifi, CO. Driiler g. tyfEInspector .TOT. PTD, KHK Site:

Bottom of Borehole*

TopofCave-IntTop of Plug-Back t

Bottom of Well*

Bottom of Screen*Top of Screen*Top of Filter Packf

TopofSealf

TopofGroutt

*»5" ft

ftft

*\s.oft^5.0«fts.oftR3.0ft

80.0ftO-Oft

Plug-Back Material: Ffla, Sl\ *l , loVwo. «|t 0+1111

Filter Pack MataiaJsCe^* ^B* 'P«ne.Vc loVftfi. Mil 18J l 'Seal Material:Grout Material:

rt KM^ Ibs

Ibssx

* Measured based on total length of pip* or drilling rods.

\ Measured with a -weighted tape measure.

Well ComponentsCasing Material: <^JU 4f>Screen Material: ScJU. 4-CiSlot Size: O.O^O t*4.Screen/Casing DiameterBit Diameter

PYC.__exc —

a h8 in

Above Ground ComponentsCircle one: (stick-up j Flush-mount

For stick-uo caver.*.'

Well pipe above pad:Prot casing lid above pad:Pad above ground:

ftfta

For flush-mount covers:


ftft

Development NotesDate A Time pfl Cond. Temp Gal$ Appearance of Wate^

12-29-98 0920

12-29-98 0930

12-29-98 0945

12-29-98 0955

12-29-98 1005

12-29-98 1025

12-29-98 1030

7.40

9^8

9.45

9.60

9.69

9.74

9.80

1.97

1.891.731.781.85

1.79

1.77

42.7

42.3

43.0

43.1

44.2

43.9

46.3

0153035404850

Light brown (Tea)Light brown (Tea)Light brown (Tea)Light brown (Tea)Light brown (Tea)Light brown (Tea)Light brown (Tea)

Notes:

ARTUI


Date Installed: 3 1 - bEt -Priming Company:

Date Developed:bftlLUMf.

^ • ^^

b PC -«l R Well No.: SB "302Driller: P

"

Inspector: JbT, W&, KHK. Site: HAWLlM- ALUfcfc Proj.Vlo.: gLDOV1

Bottom of Borehole*

Top of Cave-IntTopofPlug-BacktBottom of Well*Bottom of Screen*Top of Screen*Top of Filter Packt

Top of Seal!TopofGroutt

ftft

4-2.0 ft4-2.0 ft37.0ft,77.0 ft

o.oftPlug-Back Material: Fitter Si\ *l \*\ no. SlO^HTM

Filter Pack Material^Vao *V pc.\\rVi \eVno. OIMftj * *Seal Material:"rout Material:

^ IbsJ> Ibs

Ibssx

* Measured based on total length of pipe or drilling rods.t Measured with a weighted tape measure.

Well ComponentsCasing Material: ^^ 40 p^t.Screen Material: ScU. 4o f*XCSlot Size: O.o\0 iw.Screen/Casing DiameterBit Diameter

P *no in

Above Ground ComponentsCircle.one: (Stick-up) Flush-mount

For Stick-up covers:


ftftft

Far fltuh-rrtount cavers:


ftft

Development NotesDate A Tim ft pff j£pnd. TemP Qala Appear^pce of V^ater

12-29-98 1040

12-29-98 1110

12-29-98 1120

7.65

7.42

7.40

1.69 45.5

1.69 45.5

1.69 45.3

48

10

Coffee brownCoffee brown

Coffee brown

Notes:

(A R I O I 1 3 0


Date Installed: H-ftSC -1 fe Date Pevelopcd:2l - DEC -1ft Well No.: SS- 303 ftDrilllingCompany: pgriN^VLVAMm Pg\LLlM& Driller g . P>f£~ - _ . . .„- - -_ . .—u.^« nm -—-• m

Site:Inspector: JKT , t»TD , Kflj^ -ftLLifeft Proj.>Jo.:jCUiflfO.Bottom of Borehole*

FopofCave-IntTop of Plug-BacktBottom of Well*Bottom of Screen*Top of Screen*Fop of Filter Packt

Top of SealfTop of Groutf

ftft

ii.oftT V , O f t

ti.oftst.oft

Sl.QftO.Qft

Plug-Back Miteriak£;n«r Sil *l In4- no. ^%04nilFilter Pack Material:^e^0

3/a" pa\\fik UV ni. fl^nTJSeal Material:Grout Material:

« Ibs^ Ibs

Ibssx

* Measured based on total length of pipe or drilling rods.

f Measured with a weighted tape measure.

Well ComponentsCasing Material: Sc_U 4-D

*

Screed Material: S/vL. 4*\Slot Size: O ,fc\o i MScreen/Casing DiameterBit Diameter

TNC.fXC

51 »n8 in

Above Ground ComponentsCircle one: (^Stick-up) Flush-mount

For stick-™ covers


ftftft

Far flush-mount cavers:


ftfl

Development NotesDate & Time pH Cond. Temp Gall Appearance of Water

|2-2|-^fc I33O « — — .

v

130-

Notes:

A R I O I I 3 I


Date Installed: n-ftEr-°lfe Date Developed: ,2 1- r> Ctl -°l ft Well No.:

Drillling Company: PgvaNSNlA/flMlft ng\iUlO& Driller: E.PNE g^^^^^^^^^^^^^^^^^^^^

Inspector: JPT, ?Jo. KHVC Site: HftVJUN ~ ALLIED Proj.lNo.: CLL.QOMBottom of Borehole*

Top of Cave-IntTop of Plug-BackfBottom of Well*Bottom of Screen*Fop of Screen*Top of Filter Packf

Top of SealfTop of Groutf

3^ ftftft

24-.O ft54-.to «I4r0 «

W.O ft

/o.o fto.o ft

Plug-Back Material: pu , CB *| LOrN0. ^aa+mt

"ilter Pack Material: d-tec *^fc'*fFJ(F'T<ii LW fiO. O'VrtlftSeal Material:Irout Material:

R, Ibs* ms

Ibssx

* Measured based on total length of pipe or drilling rods.t Measured -with a weighted tape measure.

Well ComponentsCasing Material: ,Sc_u . 40 PVCScreen Material: Scrt. 40 PYCSlot Size: O.O10 iMScreen/Casing Diameter:Bit Diameter

Q in9 in

Above Ground ComponentsCircle one: (Stick-up^) Flush-mount

EorStifk-up cavers:


ftftft

For flush-mount cavers:


ftft

Development NotesIffate A Time pH Cotid. Temp Gals Appearance of Water

IZ-Zt-lo \V3°

•

^ D,v, /surr

Notes:

A R I Q I


Date Installed: n-BEC-^ft Date Developed: .Zfe-ttEC-^ft Well No,: 5 B - 304- ADrillling Company: PEMttSf LvMMK bR\LLlfjq C£. Driller & ftl E ;

Inspector f?TD KHK. Site: HXMUM-JLu_\«>Bottom of Borehole*

TopofCave-IntTop of Plug-BacfcfBottom of Well*Bottom of Screen*

Top of Screen*Fop of Filter Packt

TopofSealfFop of Groutf

*)o.f ftftft

10,0ft

"W.O ft

taO.Oft

5t,.0ft

S3.0ft0,0ft

Plug-Back Material: F;U€V. fi;\ ^i^ ^ . e|to*|T>|

Filter Pack Material: £^4,,, 3V cw Wak \** vw. CftU°l&3 r - tSeal Material:Grout Material:

- Ibs

•* IbsIbssx

* Measured based on total length of pipe or drilling rods.\ Measured with a weighted tape measure.

W?ll ComponentsCasing Material: StW. 46Screen Material; c; 4^

Slot Size: O.OIO iN.Screen/Casing DiameterBit Diameter.

we?vc

£1 in• 9 in

Above Ground ComponentsCircle one: ^Stick-up) Flush-mount

For Stick-m* cavers?


aftft



Rft

Development NotesDate & Time pH Cond. Temp Gall Appearance of Water

12-28-98 1620

12-28-98 1630

12-28-98 1640

12-28-98 1650

12-28-98 1655

6.59

6.59

6.60

6.61

6.57

1.79

1.78

1.801.811.83

48.9

44.6

43242.5

41.9

2038567280

Light grayClearClearClearClear

Notes:

A R I O I 1 3 3


Date Installed: IB-DtO°ife Date Developed:

Drilliing Company: PEKttSXLVkUlh pR\U .1 Hfr

Well No.: Sfi- 364- E?

Driller. E.Inspector: mxr, F7O, WttVt Site: HAVH IN -ALUEb ProUNo.: G,LOf>«n

Bottom of Borehole*

TopofCave-InfTopofPlug-BacktBottom of Well*Bottom of Screen*Top of Screen*Top of Filter Packt

Top of ScalfTopofGroutf

av ft

ftA

34:oft54,0 ft

14.0ft,3 ft

/0 fto.oft ^

Plug-Back Material: H\\Cr £,;\ *\ ^ ^ . •^cn-Tl'UiFilter Pack Material:£tv,Q 3/ft ^aveA* leV**. 0W1

j ' 'Seal Material:Grout Material:

* Ibs, ^ Ibs

Ibssx


t Measured with a -weighted tape measure.

Wpll ComponentsCasing Material: C, 40 p^cScreen Material: U . 40 .Slot Size: Q.o^O ^Screen/Casing Diameter.Bit Diameter

PMt

a. ingin

Above Ground ComponentsCircle one: (Stick-up*) Flush-mount

For Stick-uo cavers:


ftftft



ftft

Development NotesDate A Time pH Cond. Temp Gals Appearance of Water

12-29-98 0750

12-29-98 0810

12-29-98 0820

12-29-98 0830

12-29-98 0840

6.57

6.99

6.60

6.52

6.58

1.30 48.9

1.37 40.1

1.59 40.1

1.57 39.6

1.53 39.1

42111

BrownBrownBrownLighter brownLighter brown

Notes:

fA R I O I 1 3 1 *


Date Installed: 3S-Oft *<$?* Date Developed:

Drillling Company: P£NM^XLVfcV3 IkInspector: JET WD.^HK Site:

Well No.: Sfe-Driller & DN&

^^^^ " " " ^^

-ALU6Q Proj^No.:Bottom of Borehole*

FopofCave-InfFopofPlug-BacktBottom of Well*Bottom of Screen*Top of Screen*Top of Filter Packt

Top of SealtTop of Groutf

12? ft

ft

ft

laf- ft- ft~ ft— ft~" ft

ft

U ^yv f a f f -M71-1

^ '~7f-/3f-

to "7*Plug-Back Material:

Filter Pack Material:Seal Material:Grout Material:

id*Jlfd

IbsIbsIbssx

* Measured based on total length of pipe or drilling rods.\ Measured with a weighted tape measure.

Dqte £ Tim.e

12-29-98 1500

12-29-98 1525

12-29-98 1550

12-29-98 1600 '

12-29-98 1615

12-29-98 1630

12-29-98 1640

12-29-98 1650

12-29-98 1700

12-30-98 0755

Development NotesUH Cond. Temp Gab

7.88

7.49

7.55

7.78

7.94

8.25

8.48

9.03

9.05

7.51

1.44

1.51

1.61

1.41

1.41

1.41

1.56

1.43

1.48

2.10

47.7

44.8

45.3

45.0

44.8

44.0

44.4

45.2

44.8

29.8

050

1 00135165195

225240250

300

Well ComponentsCasing Material: $ \^^ /Screen Material: •—Slot Size: • —Seran/Casing DiameterBit Diameter

P inv in

Above Ground ComponentsCircle one: (Stick-up) Flush-mount

For stick-tin covers:


ft

/ ftfl


Well pipe below lid;Lid above ground:

ft

ft

Siity, grayDarker grayLighter gray, clearing outClear, gray tintClear, gray tintClear, gray tintClear, gray tintClear, gray tintClear, gray tintLight gray

Notes:


Date Installed: ,23 - DEC -Drillling Company:

Date Developed: Jfl - pgc.

PRALUKC Driller: EWell No.:

Inspector: rr&T s PTb *HVt Site: UKNLtN -JLLU£& Proi/Ko.: ^L0b^"7Bottom of Borehole*

Top of Cave-InfTop of Plug-Back tBottom of Well*Bottom of Screen*Top of Screen*Top of Filter Packt

ropofSealfropofGroutt

f 5" ftftft

ftS.Oft£«5.Dft

TS.Qft*ia eft

no .oftO.Qft

Plug-Back Material: F;Uts£l #/ Mno.ltOVn^lFilter Pack Material: Cd*& ty *atkb . fat f f 0 . 0 * l l f t— i * .Seal Material:Irout Material:

ft IbspJ' Ibs

Ibssx

• Measured based on total length of pipe or drilling rods.t Measured -with a weighted tape measure.

Well ComponentsCasing Material: C^ U . 4-flScreen Material: c^j^ 4OSlotSizc: o.Q\O iislScreen/Casing DiameterBit Diameter

5NC.

we

2. in8 in

Above Ground ComponentsCircle one: /^"Stick-up^ Flush-mount

For stick-un coders:


ftftft



ftft

Development NotesDate &. Time pH fipnd. Temp fialil Appearance of Water

12-28-98 1450

12-28-98 1500

12-28-98 1515

12-28-98 153012-28-98 1545

7.49

7.12

7.14

6.99

7.03

0.90 49.0

0.91 50.3

0.91 48.0

0.91 46.1

0.91 46.3

510

152025

Light grayClear

ClearClearClear

Notes:

rA K I U I 1 3 6

GEoSvNTEC CONSULTANTSWell Completion Information

Date Installed: /7 *Driilling Company:

Date Developed: d>P -Oe. -<fr

fi Driller: £

Well No.: SR-305C

Inspector: rTVT PTT>, k.H£ Site: HIVMUN -ALLiEb Proj.'.No.: «LQO*=\Bottom of Borehole*

TopofCave-IntFop of Plug-BackfBottom of WeU*

Bottom of Screen*Top of Screen*Fop of Filter Packf

FopofSealf

Fop of Groutt

ILO «ftft

fcO ft^ ft

— ftV, ft-* ft"" ft

"? _^ ^£ •&>*,5 <=^-y*o

^^^ ntL,;^)jl<<( 4p ^9

Plug-Back Material:

Filter Pack Material:

Seal Material:Grout Material:

IbsIbsIbssx


t Measured -with a 'weighted tape measure.

"1Well Components

i^yi tjkf^Casing Material: .£/** /Screen Material: —Slot Size: *-SeFMa/Casing DiameterBit Diameter

<P- inV in

Above Ground ComponentsCircle one: ^Stick^up^ Flush-mount

For stick-un covers:

Well pipe above pad:

Prot casing lid above pad:Pad above ground:

ft

I ftft



ft

ftDevelopment Notes

Date & Time pH Cnnd. Temp Gab Appearance of Water

12-28-98 1345

12-28-98 1420

12-28-98 1440

12.07

7.65

7.56

0.92 49.9

0.92 51.3

0.92 49.9

04570

GrayClearClear

Notes:

f l R I O I I 3 7


Date Installed: AS-fltt **» Date Developed: ffi-&*-<=*f' Well No.: SS- %OUCDrillling Company: PERHSXL\fA.H IK ORMUM& Driller g.PlE fe.Inspector:. PJt> . KHK Site: HAiiLIM * hLUPiQ Proj:;No.:_£

Bottom of Borehole*

TopofCave-IntTopofPlug-BacktBottom of Well*Bottom of Screen*Top of Screen* •Top of Filter Packt

Fop of Seal tTop of Groutt

'V? ft

ftft

/V7 ft-* ft

- ftft

"•* ft' "" - ft

/_ qoa* )nb £o~i

'

SJr&, ffK.1- foMktto <ftff.

Plug-Back Material:Filter Pack Material:Seal Material:

"Grout Material:

IbsIbsIbssx


t Measured with a weighted tape measure.

Well Components*VT«< -

Casing Material: 3 <r r* /Screen Material: - —Slot Size: ——Screen/Casing DiameterBit Diameter.

P in^ in

Above Ground ComponentsCircle one: ^Mick^jifr Flush-mount

For stick-no cavers*

Well pipe above pad:Prot. casing lid above pad:Pad above ground:

ft

J "

ft

For flush~mo}int covers-

Well pipe below lid:Ltd above ground:

ft

ft

Development NotesPate & Time pH Cond. Temp " Gals Appearance nf Water

I2"l&-°lft MV^Q

•

. —. — 230 C/Ce^ 00/0*-—————— . — —————————

Notes:

A R I O I 1 3 8

GEoSwrec CONSULTANTSWell Completion Information

Date Installed: lk-b£C.-°lft Date Developed: 3*

Drillling Company: PEMNS><LVAM I** DElt-LINC Driller: 6..T1X&

Well No.: SR- SOT A

Inspector g"bT, ?Jbj *** !!feLH*NJJ.ll'> ProftNo.: qLnQ«nBottom of Borehole*

TopofCave-InfFopofPlug-BacktBottom of Well*Bottom of Screen*Top of Screen*Top of Filter Packf

FopofSealfTop of Groutf

?y. r ftft

ft

74-.5ft7+,&fttv.sft

*

5l^ f0fto.oft

Plug-Back Material: F; tt er £J I *\ lo-V na. ^fcOA-miFilter Pack Material: £e.Vafl */fc"p,fiU£-K l»\-v\n 0 11°}?Seal Material:Grout Material:

J ibsIbsIbssx

* Measured based on total length of pipe or drilling rods.[• Measured with a weighted tape measure.

Date & Time12.-2l-<*%

Development NotespH Cond. Tentp Gajs

— — • — 2OO

Well ComponentsCasing Material: ,^C_U. 4O P^f

^

Screen Material: C^-L 4^

Slot Size: o olO IKJScreen/Casing DiameterBit Diameter

PNC

oL ^fi in

Above Ground ComponentsCircle one: ^Stick-upJ Flush-mount

For stick-no covers:


flftft

For flush-maynt covers:


ftft

Aj?DeWPnflt of W?*er

flrar Wr^v^

Notes:

••«

•

ARM) I I


Date Installed: llfl-DE^-19> Date Developed:

Drillling Company: PCMMS*L\)ftMlft PRMUM&.Well No.: fi- 3m

Driller g.PYEInspector: JDT, PTtt. Site: HhMUM - Proj.>to.:

Bottom of Borehole*

Top of Cave-lnfTop of Plug-BackfBottom of Well*Bottom of Screen*Top of Screen*Top of Filter Pack f

Top of Seal tTop of Groutt

3Y ftftft

;24-.o ft.a+.oft

!4-.Qft

\1. 0 "

10. Oft

o.oftPlug-Back Material: £\\\cy ^\\ *1 Io4- no. ^RQ+n**/Filter Pack Material: >-ft 3/ft" ^^ i^^. Q^IW

j \ fSeal Material:Irout Material:

*r Ibs, ^ Ibs

Ibssx

Y Measured based on total length of pipe or drilling rods.

t Measured with a weighted tape measure.Development Notes

Pate A Time pH Cond. Temp Gals

12-21 -*^ft

-

— — —— -So

Well ComponentsCasing Material: c; ACScreen Material: CA. 4-n——————————— fa"' TV f ——————————

fMC.

PVCSlot Size: O.OIO »4.Screen/Casing DiameterBit Diameter

2. inS in

Above Ground ComponentsCircle one: ( Stick-up ) Flush-mount

Far xtick~ujf covers:Well pipe above pad:Prot casing lid above pad:Pad above ground:

ftftft



ApDtarance of v

ftft

ater

Notes:

rA R I O I IM3

APPENDIXC

LABORATORY ANALYTICALDATASHEETS

A R I O I I U

APPENDIX C-l

SOIL ANALYTICALDATA SHEETS

f l R I O I U 2

oor

*ss

* Ift

i 1- iV i* s

I is s= s t S sS - 3 - 5si e * 1

! is -

ss*

3

S £ »^

_ e ZSS*

ii*

! Ii S

w = s eB u • ^ u

i i S I |

W 5 V ~. "*

1 K 1 I 1S I S1 * «

S I S

!ii

ifs \m tfi ai i iS ! '* *s - "i «s= 3 S* - 1: i t 3J =! =1 S

S i 3

UJ

3(

»

_. s '.S5 *

d%

ss *v

• ^

S J*

sS5* rf*

: - = 2- 3 *. *

1J 3 a S| is*

i s il»5 1 -a*s . g 5 »

R

; , i|St S ^. S -. H i 1 • S *

SS*

=i = i!«S*

g§I

=

;*

ft

r*

=

2

"

I

••'

~«•

5••

iv>5

' 3 - S -2 s

^j

* o * » * * ~ * * —

i2

. . . . . . . . ^

S?

% 1 1 illi/» w « ff 5 ^ * 3*^ • w • ^ ^ w • •I3 5 » - 1 ! B ! i i| r S 5 « S S f i S 5 =I? I g I t t 1 : 2 iS i » S i K - - i S " - S

- -

* = . .

I 1 "

* _ * *

I.I.M

IIUU

MC

MK

4

IEIU

CN

JMEH

EK

1

U.M

imM

MC

MM

E

1

l.l,2

.M[A

iaU

MC

nM

C

1

CD

O=

REPORT SHEET HANLIN CHEHICALS OF UEST VIRGINIA

SOIL BORINGS FOR CHLOROMETHANES303

UELL NO.

WELL

MOISTURE,*

CHLOROMETHANESMG/KG.DRY BASIS

i . CHLORIDE\^

VINYL CHLORIDE

METHYLENE CHLORIDE

1,1-OICHLOROETHENE

1.1-OICHLOROETHANE

CHLOROFORM

1.2-DICHLOROETHANE

M.1-TR1CHLOROETHANE

CARSON TETRACHLQRIDE

1,1.2-TRICHLOROETHENE

TETRACHLOROETHENE

1,1,2-rRKHLOROETHANE

1 1 .2,2-T£TRACHLOROETHANE

Vt 0 DESIGNATES NONE OETECTA8LE

DATE SAMPLED ___ . 12/1I/98DATE ANALYZED.

ANALYZED 8Y ___ R. HARTINI

L WELL UEU UELL WELL WELL WELLTH DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH3-9 303-17 303-29 303-39 303-60

I?7$3 23.12 TT35 20.69 11725 0

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0 0 0 0 0 E R R

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A R I O I I

SOIL 80ftINGS FOR CHLOROHETHANES304

WELL MO.

DATE SAMPLED.

ANALYZED BY

_ I2/15/98DATE ANAL

R. MARTINI

UELl JELL WELL UELl WELL WELL WELLOEPfH DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH304-8 304-19 304-28 104-34 304*39 304-52 304-41

MOISTURE,*

CHLOROHETHANESHG/KG.DRY BASIS

METHYL CHLORIDE

VINYL CHLORIDE

METHYLENE CHLORIDE

1,1-OICHLOROETHENE

1.1-DICHLOROETHANE

CHLOROFORM

1.2-DICHLOfiOETKANe

l.U-rRICHLORQEFHANE

CARBON TETRACHLORIDE

1,1,2-TRICHLOROETHENE

TETRACHLOROETHENE

1,1,2'TRICHLOROETHANE

1,1,2.2-TETRACHLOROETHANE

7 . 4 1 20.46 12.4 14.6 9.71 11.! 23.2

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REPORT SHEET HANLIN CHEHICALS OF UES1 VIRGINIA

SOIL BORINGS FOR CHLOROHETHANES306

UELL NO.

DATE SAMPLED

MOISTURE,*

CHLOROHETHANESMG/KG.QRY BASIS

METHYL CHLORIDE

VINYL CHLORIDE

NETHYLENE CHLORIDE

U-OICHLOROETHENE

1,1-DICHLOROETHANE

CHLOROFORM

1,2-OICHLOROETHANe

1,1,1-TRlCHlOROeTHANE

CARSON TETRACHLORIDE

U.2-TRICHLOROETHENE

TETRACHLOROETHENC

1,1,2-TRICHLOROETHAHE

1,1.2,2-TETRACHLOROETHANE

UEtL WELL UELLDEPTH DEPTH DEPTH

306-9 306-18 306-29

18 ?T25 11.43——— ——— ———

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

<1 (1 (10 0 0

0 0 0

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0 0 0

ANALYZED

UELLDEPTH

306-33

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306-37

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. 12/08/98DAIE ANALYZED __

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UELL UELL HELLDEPTH DEPTH DEPTH

306-44 306-48 306-53

T?5 12.8 11.85——— ——— ———

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d a (i

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. 12/10/98

UELLDEPTH

306-65

20.97———

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0

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0

HELLDEPTH

306*74

10.78———

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0

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3.961545

0

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1.137289

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UELLDEPTH

306-89

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26.70309

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56.81769

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4.825870

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1.068169

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* 0 DESIGNATES NONE OETECTA8LEA R I O I U 8

REPORT SHEET HANLIH CHEMICALS OF WEST VIRGINIA

SOIL BORIN6S fOR CHLOROMETHAMES307

WELL NO..

OATE SAMPLED

MOISTURE ,t

- '"90HE THANESI ,,DRY BASIS

NETHTL CHLORIDE

VINYL CHLORIDE.

HETHYLENE CHLOIuDE

1.1-OICKLOROETHENE

' 1,1-DICHLOROETHANE

CHLOROFORM

1,2-OICHLOROETHANE

1,1,1-TRlCHLOROETHANE


1,1,2-TRlCHLOROETHEnE

TETRACHLOROETKENE

' 2-TRICHLOROETHANE

\Tf6.2-TETRACHLOROETHANE

WELLDEPTH307-8

18.1———

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0

0

0

0

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0

ANALYZED

UELL WELL WELLDEPTH DEPTH DEPTH307-19 307-28 307-34

n.\ i7.8 13—— ——— ———

0 0 0

0 ' 0 0

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BY

WELLDEPTH

307-39

14.9———

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rt

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, 12/1S/98DATE ANALYZED __

ft. MARTINI

WELL WELL " UELLDEPTH DEPTH DEPTH

307-44 307-49 307-69

19 2?.4 JT.4——— ——— ——— '

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fi 0 0

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: 0 1.001262

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REPORT SHEET HANLIN CHEMICALS OF UEST VIRGINIA

SOIL BORINGS FOR CHLOROMETHANES401

UELL NO.______

DATE SAMPLED.

ANALYZED ST

. I2/21/980ATE ANALYZED.

Jt MARTINI

12/23/98

UELL UELL UELL UELL UELL 'UELL UELL UELL UELL UELLDEPTH DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH401-19 401-22 401-34 4QM9 401-44 401-50 401-M 401-64 401-6* 401-71

MOISTURE,*

CHLOROHETHANESttG/KG(DRY BASIS

METHYL CHLORIDE

VINTL CHLORIDE

METKYLENE CHLORIDE

1,1-0'ICHLORO£THEN£

1,1-DlCHLOROETHANE

CHLOROFORM

1,2-DICKLOROETHANE

U.HRICHLOfiQETHM?


1.1,2-TRICHLOROETHENE

TETRACHLOROETHENE

1,1.2-TmCHLOROEIMHE

l,2,DICHLOROflEWW-

U,OICHLORQ8£NZENE

1.4.DICHLOR08ENZENE

22.6

0

0

0

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t)

a

0

(io

27.322

a

3.145

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APPENDIX C-2

GROUND WATER ANALYTICALDATASHEETS

REPORT SHEET

COMPOUND NOT REPORTED' NO

WELLHU-301

^LOROHETHANES(IUS ig/L

METHYL CHLORIDE

VINYL CHLORIDE

NETHYLENE CHLORIDE 0.160

U-OICHLOROETHENE

U-QICHIOROETHANE

CHLOROFORM 0.239

'l,2-OICHLORO£THANE

1.1.1-TRICHLOROETHANE

CARSON TCTRACKLORIOE

1.1.2-TRICHLOROETHENE 0.008

TETRACHLOROETHENE1 1,2-TRICHLOROETHANE

/1,2,2-TETRACHLOROETHANE

WELLMW-306

20.59

2JM

0.63

0.867

HANLIN CHEHICALS OF WEST VIRGINIA

SOIL BORINGS FOR CHLQROMETHANES

WATER ANALYSIS

DATE SAHPLEO___ 12/17/98 ANALYZED 12/18/98

ANALYZED BY____R.ftARMNI

U R I O I I 5 2

fall 1998 preliminary data report - additional site ... · additional site characterization of the...

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