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i)00007
MONITORING WELLINSTALLATION REPORT
GSS-MW1, GSS-MW3, GSS-MW3D, GSS-MW4,GSS-MW5, GSS-MW6, GSS-MW8, GSS-MW9,
GSS-MW10, GSS-MW11, GSS-MW12,GSS-MW13, GSS-P3, GSS-P4
for theGRANVBLLE SOLVENTS SITE
GRANVILLE, OHIO
submitted to
The United States Environmental Protection AgencyEmergency Response Branch
Region VChicago, Illinois 60673
Developed for the
Granviile Solvents PRP GroupOne Columbus
10 West Broad StreetColumbus, Ohio 43215-3435
September 1996
Metcalf&EddgAn Air & Water Technologies Company
2800 Corporate Exchange Drive, Suite 250Columbus, Ohio 43231(614) 890-5501
Metcalf & EddyAn Air & Water Technologies Company
September 5, 1996
Ms. Diane Spencer, Project CoordinatorU.S. Environmental Protection Agency, Region 5Office of Supertund, Remedial & Enforcement Response Branch77 West Jackson BoulevardChicago, Illinois 60604-3590
Subject: Granville Solvents Site Removal ActionData Report for the Soil Design Technical Memorandum andGroundwater Monitoring Well Installation Report
Dear Ms. Spencer:
On behalf of the Granville Solvents PRP Group, Metcalf & Eddy of Ohio, Inc. (M&E) ispleased to submit for your use the Data Report for the Soil Design Technical Memorandum andthe Groundwater Monitoring Well Installation Report. Arrangements have been made to havea meeting here in Columbus, Ohio, on Wednesday, September 25, 1996, beginning at 10:30 amand we look forward to your attendance.The data collection activities for the site soils have provided valuable information for the designof the soil solution. The geotechnical data indicate that the soils are of low permeability (108
cm/sec), consist primarily of clay- and silt-size materials, contain a low percentage of organiccarbon (0.8%), and have relatively high soil moisture (19%). The chemical data indicate thatthe soil is impacted by volatile organic compounds, primarily tetrachloroethene (PCE) andtrichloroethene (TCE), beneath the warehouse building. The three-dimensional shape of theimpacted soi! is similar to an inverted cone from the surface to the water table.
Based on these data, remedial alternatives will be refined ?.nd evaluated. Because of the soilproperties, it is expected that the concentration of these compounds that will be protective ofgroMndwa;er i;uvy V: significantly'different than the previously established preliminary remedialgoals ;PRGs) ir. • ..c I =sigri Technical Memorandum (DTM, December, 1995). To evaluate thisconter.tion, a f?.;tr^ transport model is being developed to determine what impacted soil mustbe remedied to a:..!?ve urc-^stio.i of the groundwater. A letter is attached with a descriptionof the fate and transport iiiodei;*ig.
Ms. Diane SpencerSeptember 5, 1996Page 2
If you have questions regarding this submittal, please contact Michael Raimonde or me at(614)890-5501.
Respectfully,
METCALF & EDDY OF OHIO, INC.
Gerald R. MyersVice President/Project Coordinator
cc: B. Pfefferle, TH&FM. Anastasio, U.S. EPAF. Myers, Ohio EPAD. Plunkett, GranvilleM. Raimonde, M&E
MONITORING WELLINSTALLATION REPORT
GSS-MWl, GSS-MW3, GSS-MW3D, GSS-MW4,GSS-MW5, GSS-MW6, GSS-MW8, GSS-M29,
GSS-MW10, GSS-MW11, GSS-MW12,GSS-MW13, GSS-P3, GSS-P4
for theGRANVILLE SOLVENTS SITE
GRANVILLE, OHIO
submitted to
The United States Environmental Protection AgencyEmergency Response Branch
Region VChicago, Illinois 60673
Developed for the
Granville Solvents PRP GroupOne Columbus
10 West Broad StreetColumbus, Ohio 43215-3435
Prepared by
METCALF & EDDY, INC.2800 Corporate Exchange Drive, Suite 205
Columbus, Ohio 43231
September 1996
TABLE OF CONTENTS
1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.0 WELL INSTALLATION AND PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22.1 CLEANING OF DRILLING AND SAMPLING EQUIPMENT . . . . . . . . . . . . 22.2 DRILLING AND SAMPLING PROCEDURES . . . . . . . . . . . . . . . . . . . . . . 22.3 MONITORING WELL AND PIEZOMETER CONSTRUCTION . . . . . . . . . . . 22 .4 SURVEYING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32.5 WELL DEVELOPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3.0 GROUNDWATER SAMPLING AND ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . 53.1 GROUNDWATER SAMPLING PARAMETERS AND FREQUENCY . . . . . . . 53.2 GROUNDWATER SAMPLING PROCEDURES . . . . . . . . . . . . . . . . . . . . . 5
3.2.1 Decontamination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53.2.2 Water Level Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53.2.3 Well Purging . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.2.4 Sample Collection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.2.5 Sample Handling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.2.6 Sample Transportation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.2.7 Chain-Of-Custody Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83.2.8 Field and Laboratory QA/QC . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
4.0 PLUME DEFINITION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
LIST OF FIGURES
Figure 1 Annual Sampling Event for VOCs in GroundwaterFigure 2 Contours for Total VOCs in GroundwaterFigure 3 Potentiometric surface Map of June 17, 1996
LIST OF APPENDICES
Appendix A Granville Solvents Site Groundwater Results Dated May 8, 13, and 14, 1996Appendix B Boring LogsAppendix C Monitoring Well Construction DiagramsAppendix D Survey Data for Monitoring Wells
September 1996
1.0 INTRODUCTION
The Removal Action Groundwater Monitoring Program Plan (GWMPP, June 12, 1995) for the GranvilleSolvents Site specifies that a report shall be submitted following the completion of the first sampling
event. The GWMPP states that this report will detail the design, drilling, testing and installation of thenew monitoring wells and piezometers. The GWMPP further specifies that this data shall be providedand discussed in terms of plume definition.
Thirteen new monitoring wells and two piezometers were installed at the site during December 1995.Following the installation and approval of the QAPP, 26 monitoring wells were sampled and these
samples were analyzed as specified. Analytical results are tabulated in Appendix A.
Section 2.0 (Well Installation and Procedures) includes a description of the design, drilling, testing, and
installation of new monitoring wells and piezometers. Section 3.0 (Sampling and Analysis) includes a
presentation of the data. Section 4.0 (Plume Definition) provides a brief discussion of the plumedefinition.
September 1996
2.0 WELL INSTALLATION AND PROCEDURES
All procedures employed in the installation and sampling of monitoring wells and piezometers were in
accordance with those in the GWMPP (June 12, 1995), and the Quality Assurance Project Plan (QAPP,January 1996). A total of 13 monitoring wells were installed.
2.1 CLEANING OF DRILLING AND SAMPLING EQUIPMENT
Before and after each boring was drilled and a well installed, the drill rig and all necessary equipment
were decontaminated with a high pressure, high temperature wash. Water and solids generated during
this procedure were contained on a constructed pad and collected in 55-gallon steel drums. The waterwas disposed through the water treatment system currently operating on site and the solids were placed
in a disposal box, and tested for disposal.
2.2 DRILLING AND SAMPLING PROCEDURES
A soil boring was drilled using a 4-1/4-inch inside diameter (ID) hollow-stem auger prior to each well
and piezometer installation. Each boring was sampled continuously from the ground surface to the
targeted depth with a standard split-spoon sampler. All soil cuttings were properly contained. Soilcuttings from borings within areas of known soil impact were tested prior to disposal. Soil boring logs
are presented in Appendix B.
Soil samples collected during the drilling of GSS-MW13 were field screened for non-aqueous phase
liquids as required by the U. S. EPA. All soil samples were field screened for total VOCs by using an
HNu with readings taken every 6 inches within each 2-foot split-spoon sample which was retrieved. To
aid in the detection of non-aqueous phase liquid (NAPL), separation tests were conducted with the aidof hydrophobic dye as specified in Procedure P-10 of the QAPP (January 1996).
2.3 MONITORING WELL AND PIEZOMETER CONSTRUCTION
All the new groundwater monitoring wells were constructed of riser casing consisting of flush threaded,2-inch ID Schedule 40 PVC. The well screens were constructed of flush threaded 2-inch ID, 10-foot
long, 0.01-inch factory-machined-slot Schedule 40 PVC. Monitor well screens were placed from 5 to15 feet below the water table for wells GSS-MW3, 4, 5, 6, 7, 8, 9, 10 and 11. The deep wells (GSS-
2 September 1996
MW1 and GSS-MW3d) were constructed of the same materials but screened from 50 to 70 feet belowthe water table, as specified in the GWMPP.
Piezometers (GSS-MW12 and GSS-MW13) were constructed consistent with monitoring wells, but
screens were placed from approximately 45 to 55 feet below the water table.
Construction procedures for both the groundwater monitoring wells and piezometers followed the protocol
specified in the GWMPP and the QAPP, and as described below. Once the desired monitoring depth wasreached, the well screen and casing were set in place. A sand pack was then emplaced around the screen
by slowly adding sand into the annular space and simultaneously removing the augers. The sand pack
extended from the base of the well to approximately 2 feet above the top of the screen. The annularspace above the sand pack was sealed with a minimum 2-foot-thick bentonite seal using bentonite pellets.
The bentonite seal was allowed to hydrate for a minimum of two hours prior to proceeding. The annular
space above the bentonite seal was grouted with cement/bentonite grout. The grout extended from thebentonite seal to three feet below the ground surface.
The riser casing either extended approximately two feet above the ground surface or was flush with thesurface depending on the surface conditions. Wells completed above grade used a 6-inch-ID locking
protective casing five feet in length set in concrete approximately three feet below grade and extending
above the riser casing. In areas prone to traffic, steel protective posts were installed as necessary. Wells
completed at grade consisted of a flush-mount well cover installed into a concrete anchor/pad.
Monitoring well construction diagrams are provided in Appendix C.
2.4 SURVEYING
An elevation reference point was marked on the top of the riser casing at the north end of the well. All
wells were surveyed as specified in the GWMPP and the QAPP. Survey data are provided in Appendix
D.
2.5 WELL DEVELOPMENT
Approximately one week after installation, each monitoring well and piezometer was developed. The
wells were developed by the pump and surge method. Development continued until the turbidity of the
3 September 1996
water was substantially reduced based on visual inspection. Development water was contained and placed
in the on-site treatment system.
September 1996
3.0 GROUNDWATER SAMPLING AND ANALYSIS
The following sections describe the procedures for collection and analysis of groundwater (Figure 1).All procedures and methods were consistent with the specification in GWMPP and the QAPP.
3.1 GROUNDWATER SAMPLING PARAMETERS AND FREQUENCY
All groundwater samples were analyzed for VOCs using U.S. EPA Method 524.2 (Figure 2).
Groundwater collected from the six wells (MW-1, MW-2D, MW-4D, MW^D2, MW-5, and MW-6) was
analyzed for SVOCs and metals during this sampling event. All samples for SVOCs were analyzed using
U.S. EPA Method 8270. All samples for metals were analyzed by using U.S. EPA Methods 6010 and
7470.
3.2 GROUNDWATER SAMPLING PROCEDURES
3.2.1 Decontamination
To reduce the possibility for cross contamination, dedicated pumps were placed in the wells. All
non-dedicated measuring, purging, and sampling equipment was decontaminated prior to purging andsample collection. Decontamination included washing all development and sampling equipment with a
non-phosphate laboratory detergent, rinsing with potable water, followed by a methanol rinse as necessary(a methanol rinse was not used for pump decontamination). Finally, the equipment was triple-rinsed withlaboratory grade deionized water.
3.2.2 Water Level Measurements
During the sampling event groundwater elevations were determined in all available wells and piezometers
(Figure 3). A complete circuit of water levels was measured before purging and sampling. Groundwater
levels were measured with respect to surveyed reference points marked on the riser casing.
Sepiember 1996
3.2.3 Well Purging
The wells were purged using the dedicated pump, at a rate specified until parameters stabilized and theywere sampled immediately thereafter. The purged water was contained in a graduated container tomonitor volume removed. All purge water was disposed in the on-site treatment system.
3.2.4 Sample Collection
Samples were obtained with the dedicated pumps used to purge the wells. The pumping rate was
maintained at a flow of approximately 100 mL per minute to minimize agitation (except for deep wellswhich were purged at a rate of 500 mL per minute). Samples were collected by pumping directly intoeach of the required containers. Bottles were filled completely, but were not allowed to overflow. TheVOC bottles were filled so that no headspace remained.
The samples for VOC analyses were collected in 40-mL glass septum vials with Teflon-lined lids. No
preservative was added. SVOC analyses were collected in 1-liter amber glass bottles; no preservativewas used. Metals analyses were collected in 500-ml plastic bottles and were preserved with nitric acid.
3.2.5 Sample Handling
To prevent mis identification of samples, a label was securely fixed to each sample container. These
labels were waterproof and carried the following information:
• Project name and number• Sample identification and number
• Analytical parameter(s) and method
• Initials of collector• Date and time of collection• Preservatives used
3.2.6 Sample Transportation
Following the collection, the samples were transferred to an iced cooler. Ice packs were used to maintaina constant temperature of 4°C within the cooler. To minimize the possibility of container breakage, void
6 September 1996
space within the cooler was filled with suitable packaging material. At the end of each sampling day,samples were transported to the laboratory via an overnight courier.
3.2.7 Chain-Of-Custody Procedures
A proper chain-of-custody program was followed to document possession and handling of individual
samples from the time of field collection through laboratory analysis. This program included sample
labels, chain-of-custody records, and a laboratory logbook.
A chain-of-custody record was filled out and accompanied every sample. When a sample was shipped
to the laboratory, the sample custodian or laboratory personnel clearly documented the processing steps
that were applied to the sample.
3.2.8 Field and Laboratory QA/QC
For this event, field duplicates were collected from randomly chosen wells at a rate of about 10% of the
number of wells sampled. The field duplicates were collected following the same procedures and were
analyzed for the same parameters as the other samples.
For this sampling event, atmospheric (field-bias) blanks were collected at a rate of about 10% of theinvestigative samples. The atmospheric blanks were collected by filling a set of sample containers with
Type II reagent-grade water. The field-bias blanks were analyzed for the same water quality parametersas the other samples.
At least one trip blank per sampling event was analyzed only if VOCs were sampled. The trip blank was
filled with distilled water at the laboratory before going into the field and was carried along with the other
sample sets.
September 1996
4.0 PLUME DEFINITION
The plume was described in the Groundwater Monitoring Program Plan (July 25, 1995), based on the
results of the Hydropunch® Investigation conducted in April and May 1994. At that time, the plume was
well defined on-site and to the west (Figure 2). However, there existed some uncertainty as to where the
extent of the plume lay east, north, and south of the site. To define the southern extent of the plume,
monitoring well GSS-MW7 was installed and sampled. Analytical results of samples collected from GSS-MW7 indicate that there are no detectable concentrations of VOCs. Thus, the southern extent of the
plume has been adequately defined.
The background data collected north of the site did not adequately define the northern extent of theplume. As described in the Groundwater Monitoring Program Plan, four locations were chosen for the
placement of wells to define the northern extent of the plume. Monitoring wells GSS-MW1, GSS-MW5,
GSS-MW6, and GSS-MW11 were installed and sampled. Analytical results indicate that there are nodetectable concentrations of site-related VOCs in the groundwater collected from these wells. Thus, the
northern extent of the plume has been defined.
Previous investigations of groundwater had not been conducted east of Ohio EPA monitoring wells MW-3and MW-5. As described in the Groundwater Monitoring Program Plan, two locations were selected at
which monitoring wells were to be installed. Two shallow monitoring wells were installed east of the
site (GSS-MW3 and GSS-MW4). A deep well was paired with GSS-MW3. Chemical analysis of
groundwater samples collected from these wells indicated the absence of detectable concentrations of site-related VOCs. These results indicate that the eastern extent of the plume has been defined.
The Groundwater Monitoring Program Plan also required the installation of two deep wells (GSS-MW12
and GSS-MW13) on site to evaluate the extent of contamination vertically. In addition, four monitoring
wells (GSS-MW8, GSS-MW9, GSS-MW10, and GSS-MW14) and two piezometers (GSS-P3 and GSS-P4)were installed at locations west of extraction well GSS-EW1. Analytical results of groundwater samples
collected from these wells confirm that the plume has been defined (Figure 3).
September 1996
EXPLANATION* UCM10R WELLSa ExnucnoH WELLS
ILL COJCEMnMnOKS (H j(
J ItC tHSS SPECTRUM BOOTES THEPRESENCE OF THE OOtffJUHD. BU1TK OLCULATHJ COHCCNITMTION ISBELOW W£ «IHOO SPECflCOREPOTNG Id
SCALE IN FEET
0 45 90
Metcalf & EddyGRANVILLE SOLVENTS SITE
GROUNDWATER MONITORING PROGRAM PLANANNUAL SAMPLING EVENT
FOR VOC s IN GROUNDWATERGRANVILLE. OHIO_____
CHECKED
MR
J3RAWN
TPF
DATE_
SEPT 96
PROJECT NO.
016688
_RGyRE_
1
i EXPLANATION• UONITOft WELLS
• EXTRACTION WELLS
• PREVIOUSLY OCF1NED CONTAUKU.I1ON PLUME
• HOI USED TO CONTOUR TOTAL VOC'«
NUMBERS ASSOCIATED MTH UONtTORmC WELLSINDICATE TOTAL VOC CONCENTRAnOMS H ujj/l
Metcalf&EddyGRANWLLE SOLVENTS SITE
GROUNDWATER MONITORING PROGRAM PLANCONTOURS FOR TOTAL VOC s IN
GROUNDWATER SAMPLED MAY 8-14, 1996GRANVILLE. OHIO
FLE NAME
GRVGW4
CHE:KEDMR
DRAWN
TPF
DATE
SEPT 96
PROJECT NO
016688
FIGURE
SCALE INTEET
0 95 190
NOTE:THE 901 CONTOUR LINE AND THE CONTOUR LINES BETWEEN PW-2 AND CSS-P4ARE ESTIMATED. BASED ON DATA GATHERED DURING A PUMPING TEST OF PW-4EVIDENTLY. PH-1 DID NOT RESPOND DURING THE TEST OF PW-4. AND PH-2RESPONED POORLY. THE FLO* UNE ARROWS ARE TENTATIVE.
• MONITOR WELLSD AIR MONITORING STATIONS• EXTRACTION WELLSa VILLAGE PRODUCTION WELLS• OBSERVATION WELL
Metcalf & EddyGRANV1LLE SOLVENTS SITE
POTENTIOMETRIC SURFACEJUNE 17, 1996
GRANVILLE, OHIORLE NAME
GEOCOR2
CHECKED
BC
_DRAWN_
TPF
DATEAUG 96
PROJECT NQ.
016688
FIGURE
Appendix A
APPENDIX AGRANVILLE SOLVENTS SITE
GROUNDWATER RESULTS
Vm.ATll.l1. < (' < 'ON<' l fN' ' l *A I IONS IN fill AN VII I It SIH V I:.N'I S Ml >NI t OK INfi MW
MethodSample NumberDale CollectedUnlliParameters. .l-lricliliiioctlunc, .2,2-lctracliliiiiH-itwiie. ,2— Iriclilorocilianc. -diclilimiclhciic, -dicliloroclliaitc.2.3-trkhtorolM:n/ciic.2,4-trlchlorobcn/ene.2- d khlorobcnzc ne,2-dichlorocth»nc.2-dlc1ilorocllitiK!(lolnl).2-ilichloropropanc.4-dichlorobcn/cnc
2-butanonc2- hex* none4-methyl-2-pcnlanoneacetonebenzeneDromodichloromc thanebromoformbromomelhanecarbon disulfidecarbon lelracliloridechlorobciKciicchloroelhancchlorocthencchloroformchloromcthaneels- 1.2-dichloroellicnccis- 1,3-dichloropropciiedibromochloromcihancethylbenzencmethylene chloridem- A p-xylenco-xykne5iyrenelelrachloroclhcnctoluenelolal xylcncsIrans- 1,2-dicliloroeiticnctram— 1,3-dichloropropcneItichloroellicncIrichlorofluoromcdiancvinvl chloride
MW- 11/30/9 1
u*/l
631)
Nl)10632
Nl)NI)Nl)
NA
NI)
NANI)NI)Nl)
N1>
Nl)NANl)
Nl)NANI)
NO
95NI)NI)ND
359NDNl)
MW- IA (a)1/30/9 1
"fifl
MM)
NDllt'J.15
NDNDND
NA
ND
NANDNDNI)
Nl)
NDNANl)
Nl)NAND
NI)
95NDNl)Nl)
369NDNl)
MW- 13/26/9 1
upVI
102(1
Nl)8.12H
Nl)7
Nl)
NA
ND
NANl)Nl)Nl)
ND
NDNANl)
NDNANl)
NI)
noNDNl)Nl)
319NDND
MW- 110/8/9 iiiit/l
Nl)
ND>71>7'1Nl>NDND
NA
ND
NANDNI>ND
Nl)
NDNDND
0,7NAND
ND
382NDNDND
>l()2NDND
MW |
1/22/92Uf/l
')'«)
NDNl)\MNANANA
NA
NA
Nl)NDNl)Nl)
ND
NDNAND
NANANl)
ND
70NDNDND
2«)NAND
MW 16/19/92
UR/I
850
Nl)15III
NANANA
NA
NA
NI)Nl)Nl)Nl)
ND
Nl)Nl)ND
Nl)NDNA
Nl)
60NDNDND
160Nl)Nl)
<:i I* LOWMW- t5/13/9-1
..*/!
77025 II25 1125 II25 11
NANANA
25 IINA
25 11NA250 U250 U250 U250 U
25 U25 U25 U25 U25 U25 U25 U25 U
NA25 U25 U25 U25 U25 II25 II25 U50 II25 II25 II9225 II
NA25 U25 U
290NA
25 U
lU'A .S21.2MW I5/ 1 3/9 6
UK/I
•1511 J5115 U5 II5 U
NANANA
5 UNA
5 UNA
50 U50 U50 U50 U
5 U5 II5 115 U5 U5 U5 U5 U
NA5 U5 U5 U5 U5 U5 U5 U
NANA
5 U
—2!_"~Tir5 II5 II5 II
_2JO__NA
5 U
Cmicf nlf;ili,Difference in Well MW- 1
from 1994 lu 1996,,P7I
-320
-18
-60
NOTIi:uj/l — Micrgrams per liter(a) - Duplicate of MW- 1 on 1/30/91J - The mass spectrum indicates the presence of llic compound, lint calculated result is less than I lie nicltiod specified reporting limit.U — ThU indicates tbc parameter was nut detected.NA - Not AnalysedND- Not Detected
VOLATILE ORGANIC CONCENTRATIONS IN GRANVILLE SOLVENTS MONITORING WELL MW-2MethodSample Number:Date CollectedU n i t sParamete r s1,1.1-tnchloroe thane1. 1.2.2 -letrachloroethane1. I.I -irichloroe thaneI.l-dichloroethenei.l-dichloroeihane2 J - trichlorobenzeneJ.4- trichlorobenzenc_2-dichlorobenzene.2-dichioroeihane.2 - dichloroeihene(toial).2-dichloropropane.4-dichiorobenzene
2-butanone2-hexanone- — methyl — 2 -pentanoneacetonebenzeneCTomodichioromeihanetromoformbromome thanecarbon disulfidecarbon tetrachloridechlorobenzenec hi o roe thanecMoroethenechloroformchloromcihanecis - 1 .2 - dichloroeiheaecis - 1 j - dichloropropenedibromochlorome thanee thy (benzenemethylene chloride:n — & p-xyleneo-xylenesiyrenetetrachloroethenetoluenetotal xylenes:rans - 1 - - dichloroetheneirans - U -dichloropropenetrie hloroe the neirichiorofluorome thane^inv! chloride
MW-21/30/91
ue/1
600
ND5240
NDNDND
NA
ND
NANDNDND
ND
NDNAND
412NAND
ND
35NDND
13
54NDND
MW-23/26/91
UK/1
1060
ND7459
NDNDND
NA
ND
NANDNDND
ND
NDNA
6
357NAND
ND
172NDND
23
9505
ND
CLP LOWMW-25/12/94
UK/I
91025 U25UZ3U25 U
25U
25 U
250 U250 U250 U250 U
25 U25 U25 U25 U25 U25 U25 U25 U
25 U25 U
77025 U25 U25 U25 U50 U25 U25 U
31025 U
25 U25 U1200
25 U
EPA 524.2MW-25/8/96
ue/1
NSNSNSNSNS
NS
NS
NSNSNSNSNSNSNSNSNSNSNSNS
NSNSNSNSNSNSNS
NSNSNSNSNSNSNS
NSNOTE:og/I - Micrograms per literU - This indicates the parameter was not detectedNA - Not AnalyzedNS - Not SampledND - Not Detected
CHEMICAL CONCENTRATIONS IN GRANVILLE SOLVENTS MONITORING WELL MW-2DMethod CLP LOW EPA 524.2 CoocenlraiionSample Number: MW-2D MW-2D MW-2D Difference in Well MW-2DDate Collected 6/19/92 5/13/94 5/8/96 from 1994 lo 1996U n i t s UK/1 uz/1 UB/1 us/1Parameters:.l,l-trichloroeihane1.1 2.2 -tetrachloroe thane1. 1.2 -irichloroe thane1.1-dichioroelhene:.l-dichloroethaneUJ-trichlorobenzene1 .1.4 - irichlorobenzeneU-dichlorobertfene: J-dichloroethaneU-dichloroethene(total)U-dichloropropane1.4-dichlorobenzener-biuanoneC-hexanonc- -methyl -2-pemanonea;etonersnzenerromodichloromethanel-romoformbromomethane;irbon disulfidecarbon tcirachloridechlorobenzenerhloroeihanechloroethenc;.Tioroformc.Tloromethaneij-1.2-dichloroclhene
::i- U-cichloropropenecibromochloromc thaneithyl benzener^ethylene chloriden;- ip-.x>'leneD-iylcne=:\Teneleirachloroethene:olueneiDtal xylenes--ans-lJ-dichloroethene;:ans- U-dichloropropenetrichloroethene::ichlorofluoromelhanev-nv l chloride
1300
ND2854
NANANA
NA
NA
NDNDNDND
ND
NDNDND
820NDNA
ND
680NDNDND
1600NDND
80025U25 U25 U25 U
25 U
25 U
250 U250 U250 U890
25 U25 U25 U25 U25 U25 U25 U25 U
25 U25 U
66025 U25 U25 U25 U50 U25 U25 U
28025 U
25 U25 U
1000
25 U
350-""TfiT"'
17 U17 U17U
17 U
17 U
170 U170 U170 U170 U
17 U17 U17 U17 U17 U17 U17 U17 U
17 U17 U
__-2_£Q_——17 U17 U17 U17 U
17 U_i3-0-~- •
17U17 U17 U17 U
_590
17 U
-450
Less than or equa] to -590
-
-410
150
-410
NOTE:ofl/1 - Micrograms per literU - This indicates the parameter was not detectedNA - Not AnalyzedNS - Not SampledND - Not Detected
VOLATILE ORGANIC CONCENTRATIONS IN GRANV1LLE SOLVENTS MONITORING WELL MW-3MethodSample Number:Date CollectedUnits
CLP LOW EPA 524.2MW-3 MW-3 MW-3 MW-3 MW-3 MW-3 MW-31/30/91 3/26/91 10/8/91 1/22/92 6/19/92 5/12/94 5/8/96
us/1 UK/t UK/) uz/1 u«/l us/1 ue/1Parameters1.1,1-trichloroe thane1,1,2,2-tetrachloroethane1 . 1 .2 - trichloroethanel.l-dichk>roethene1.1-dichloroe thane1 23 - trichlorobenzene1 .2.4 - trichlorobenzene1 .2 - dichlorobenzene1 2 - dichloroethane1 .2 -dichloroethene(total )1 .2 — d ic hlorop ropa ne1.4 -dichlorobenzene2-buianone2 - hexanone4 - me thyl - 2 - pentanoneacetonebenzenebromodichlorotnethane
•omoform^^.fomomethane
carbon disulQdecarbon letrachloridechlorobenzenechloroe thanechloroethenechJoroformchiorome thanecis-1.2-dichloroethenecis— 1.3 — dichloropropenedibromochJorome thaneethylbenzcnemethylene chloridetn- & p-xyleneo-xylenestyrenetetrachloroethenetoluenetotal xylcnestrans- 1.2-dichloroethenetrans - 1 ,3 -dichloropropene
•ichloroethene^—*i ic h 1 or o fl uo r o m ethane
Ivinvl chloride
1.8
NDND4.7
NDNDND
NA
ND
NANDNDND
ND
NDNAND
5.9NAND
ND
0.8NDNDND
19.9ND1.2
ND
NDNDNDNDNDND
NA
ND
NANDNDND
ND
NDNAND
NDNAND
ND
NDNDNDND
20NDND
3.3
ND1.16.5
NDNDND
NA
ND
NANDNDND
ND
NDNDND
3.9NAND
ND
1.1NDNDND
27.6NDND
2 J
NDND4 J
NANANA
NA
NA
NDNDNDND
ND
NDNAND
NANAND
ND
NDNDNDND
12NAND
ND
NDNDNDNANANA
NA
NA
NDNDNDND
ND
NDNDND
NDNDNA
ND
NDNDNDND
NDNDND
0.5 U0.5 U0.5 U0.5 U1.0
0.5 U
0.5 U
5 U5 U5 U5 U
0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U0.5 U1.00.5 U0.5 U0.5 U0.5 U1.00.5 U0.5 U0.5 U0.5 U
0.5 U0.5 U
5
0.5 U
NSNSNSNSNS
NS
NS
NSNSNSNSNSNSNSNSNSNSNSNS
NSNSNSNSNSNSNS
NSNSNSNSNSNSNS
NSNOTE:ug/1 — Micro grama per literJ - The mass spectrum indicates the presence of the compound but the calculated result is less than the method specified reporting limit.U - This indicates the parameter was not detectedNA - Not AnalyzedND - Not DetectedNS - Not Sampled
VOI-ATII.Ii C .NIC CONCIiNTHATIONS IN ( i l lANVILU- SOI.VUNTS MUNI J O K I N G V ....I. M W - 4
MethodSample NumberDale CollectedUnitsParameters.I.I- trichloroclhanc, 1,2,2 -lei fachloioctlui nc.1,2-lrichloroellwne.l-diclilor<iclliciic.1-dichloroclhaiic,2,3-lrichIorobcnzcnc.2.4-lrichlorobcn/cne.2- d ichlor obcn/ciic,2'dichloroelhanc,2-dich]oroethcnc(lo(al).2— dlchlornprnpaiic,4-dichloroben/ene
2-butinonc2-licxanonc4-mctnyi-2-pcnianoncacetonebenzenebromodichloronielliancbromofornibromomcthanccarbon disulfidccarbon tclrachloridcchlorobcrucncchloroelhanccliloroetliencchloroformchloromethanedi- 1.2-dichlorociheneels- 1,3-dichloropropcnedibromochloromeihanccthylbcnzencmcthylcnc chloridem- A p-xylenco-xyleneityicneIctrachloroclhcnclolucnctotal xylcncsIrans— 1.2-dichloroclhcncIrans— 1.3-dichloropropcncirichlorocthcnctrichlorofluoronietliancvinvl chloride
MW-41/30/9 1
nc/l
850
Nl>7510
Nl>Nl>ND
NA
Nl)
NANl)NONl)
Nl)
Nl)NANl)
90NANl)
Nl)
360Nl)Nl)Nl)
3040Nl)Nl)
MW-41/26/91
UK/I
942
Nl)5-1
Nl)Nl)Nl)Nl)
NA
Nl)
NANl)Nl)Nl)
Nl)
Nl)NANO
49NAMI)
Nl)
122Nl)Nl)Nl)
2640Nl)Nl)
MW-410/8/91
ufj\
Nl)
ND> 88Nl)NDNl)Nl)
NA
Nl)
NANl)Nl)ND
Nl)
Nl)NDND
38.2NAND
Nl)
> IKKNl)Nl)
1.5
> 248Nl)Nl)
MW 4A(a)10/B/9 1
IIR/I
1650
0.5If. 7
61Nl)Nl)Nl)
NA
Nl)
NA1.2
Nl)Nl)
1.2
I.INl)3.5
76NANl)
Nl)
268NONl)1.7
31406,1Nl)
MW-41/22/92
»rJ\
2200
Nl)Nl)21HINANANA
NA
NA
Nl)Nl)Nl)Nl)
Nl)
Nl)NANl)
NANAND
Nl)
IN)Nl)Nl)ND
3100NAND
MW-46/19/92
»rJl
1600
Nl)60
160NANANA
NA
NA
NDNl)Nl)Nl)
ND
Nl)NDND
30Nl)NA
ND
260NDNDND
2800Nl)ND
CM' LOWMW-45/13/94
tir/l
680 .~~" 50 U
50 U50 U50 U
50 I)
50 U
500 U500 tl500 U
120QO— -"50 U
SOU51) U50 U50 U50 U50 U50 U
50 U50 U50 U50 U50 U50 U50 U
1IMI U- ' 50 U
50 U^«L——
50 U
50 U50 U
2 UK)— - " """
50 UNOTfi:ug/1 — Micrgrams per l i t er ; '(a) - Thii is* duplicate of M W - 4 on 10/8/91J - The mais spectrum indicates the presence of (lie compound but the calculated result is k-ss t h a n I lie method specified reporting l i m i t .U - This Indicates Ibc parameter wax not detectedNA - Not AnalyzedND - Not Detected
VOI.ATI. .<;ANK: CON<Me 1 hod
Sample NumlirrDale CollectedUnitsParameters1, .1 -Irichlitroclhanc1, ,2.2-lc1raclilor(»ciliaiic1, ,2~triclilorocl!iane1, -ilichlorocthcne1. -diclilorociliancl,2J-lrichlorobcnzene1,2.4 -Irichlorobcn/.enc1.2-dichlorobcn7cne1.2 — dichUuoclhniic1.2-dichtoroclhciic(t()la!)1 ,2 - dichloropropanc1 ,4 - dichlorobc n/cnc2-bulanonc2-hexanone4 — mclhyl-2-pcnlanoncace loneacnzenc:>romodich!oroiiic thanejromoformjromomcilianccarbon disulfiilccarbon tctractiloridcchlorobcnzenechloroclhancchloroclhcncchloroformchlornniclhanccis- 1,2-diclilorocllictitcis- 1,3-dichloropropcncdibromocliloromclhancclhylbciucncmctliylcnc chloridem- A p-xylcnco-xyfcncstyreneiclracliloroclhenctoluenelotal xylencstrans— 1 ,2 - dichlorocllicnelrans-1.3-dkriloropropcne(richloroclhcnctricliloronunroiiicthniicvinyl chloride
I'NTUATIONS
MW 41)KV8/9I
ue/l
910
0.59.688
NONl)ND
NA
Nl)
NA0.7
NDND
( -
ND
IS1.01.5
1070NAND
NO
840ND,ND
20
1180295 4
IN <;nANVii.iy
MW -4111/22/92
•IE/1
740
Nl)ND120NANANA
NA
NA
NDNDNDND
ND
Nl)NAND
NANANl)
Nl)
960Nl)Nl)1.1 J
69!)NAND
M.VI-NTS MONIlt)
(MW 4116/19/92
iiK/l
560
ND17
2<X>NANANA
NA
NA
NDNDNDNl)
ND
NDNl)Nl)
HONDNA
ND
.MX)NDNDNl)
470Nl)ND
WI-1.1. MW
:ir row iMW 4D5/H/94
ue/l
3601-1 U14 U14 U71
M If
14 U
|<IO U1-tO U140 U
(•.<>(>14 UM U14 U14 U14 U14 U14 U14 U
1-1 UM U
(.6014 UM U14 Ul-l I)2K UM U1-1 U
7.1014 U
1914 U
(•Ml
14 U
411 f
•PA 524,MW 41)
5/8/96UK/1
110K U8 UR U
27
H U
8 U
K-1 UB-l U84 U84 U8 U8 U8 U8 U8 U8 U8 U8 U
8 U8 U
1508 U8 U8 UK U
8 U110
H UK U8 U8 U
280
11
I'.I'A 524.2MW 4D(I>)
5/8/96ItK/l
130^-—-^7U
7 U7 U
28,^---'""""
7 U
7 U
74 117-1 U74 U74 U
7 U7 U7 U7 U7 U7 U7 U7 U
7U7 U
!4<U • —^' 7 U
7 U7 U7 U
7 U1 10 ._•rr~
7 U7 U7 U
320 _
11 ^
ConcentrationDifference in MW 41)
from 1994 I» 1996UK/1
-250
-44
\j:ss than or cqu.il to -690
-51(1
-620
Ixss Ilian or equal to -19
-370
\xss than or c<iu;»1 lo 1 1
NO'lli:ug/1 - Mtcrgrams per liter(a) - 'Iliis in a duplicate of MW-4 on 10/R/9I(It) - 'IliU in a duplicate of MW-4D on 5/8/96J - 'ITic mass xpcclrum iitdicalci I lie presence »if the emu pou nil (nil tin: c:ilriil:ili:il result is less lliiin tin: mclliotl spccifietl repotting limit.U - 'lliii indicates the parameter wan nol detectedNA - Not AnalyzedND - Not Detected
VOLATILE ORGANIC CONCENTRATIONS IN GRANVILLE SOLVENTS MONITORING WELL MW-4D2MethodSample NumberDate CollectedUnits
CLP LOW EPA 524.2MW-4D2 MW-4D2 MW-4D2
6/19/92 5/13/94 5/8/96UK/1 UK/I UK/I
ConcentrationDifference in MW-4D2
from 1994 to 1996UR/1
Parameters1,1 .1 - trichloroc thane1.1.2,2-tetrachloroethane1,1,2 -trichloroc thane1,1-dichloroethene1,1-dichlorocthane1 ,2 .3 — trichlorobenzcne1,2,4- trichlorobenzene1 2 ~ dichlorobcnzcne1.2-dichloroelhane1 2 - dichloroethe ne(total)1 ,2 - dichloropropane1,4-dichlorobenzene2-butanone2-heitanone4-meihyl-2-pentanoneacetonebenzenebromodichlorome thanebromoformbromome thanecarbon disulfidecarbon ictrachloridechlorobenzenechloroe thanechloroethenechloroformchloromcthanecis- 1.2-dichloroethenecis-13-dichloropropcncdibromochloromethaneethylbenzenemethylene chloridem- &p-xyleneo-xylenestyreneletrachloroethenetoluenetotal xylenestrans - 1 ,2 - dichloroe thenetrans-13-dichloropropenetrichloroethenetrichlorofluoromethancvinvl chloride
ND
NDNDND
NDNA
ND
NDNDND
NDND
140
NDNDNDNANANA
NA
NA
NDNDNDND
no
177
136
402.1 U2.1 U2.1 U
4
2.1 U
2.1 U
4.2 U21 U21 U
740 J2.1 U2.1 U2.1 U2.1 U2.1 U2.1 U2.1 U2.1 U
2.1 U2.1 U1202.1 U2.1 U2.1 U2.1 U4.2 U2.1 U2.1 U1202.1 U
2.1 U2.1 U52
2.1 U
0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U
0.5 U
5 U5 U5 U5 U
0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U
>-0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U
Less than or equal to -40
Less than or equal to -4
Less than or equal to -740
Less than or equal
Less than or equal to -
Less than or equal to -
Less than or equal to
to 5
120
120
-52
NOTE:ug/l - Micrgrams per liter(a) - This is a duplicate of MW-4 on 10/8/91J - The mass spectrum indicates the presence of the compound but the calculated result is less than the method specified reporting limit.U — This indicates the parameter was not detectedNA - Not AnalyzedND - Not Detected
VOI.AMM-: « NIC CONCI-NTHATIONS IN till ANVlTIJiSOA NTS MONII OltlNG MW 5
MethodSample Number:Dale CollectedIlnils
Cl.l' LOW lil'A 524 2 l-l'** 521.2MW 5 MW 5 MW 5 MW 5 MW 5 MW 5(j)IO/H/91 I/22/V2 6/19/92 5/1.1/94 S/H/96 5/1 t/9&
ConcentrationDiffcrrnct: in Well MW 5
from 1994 In 1996
Parameters1,1,1 — Irkhtoroctltfne1. 1,2.2 -tclrachtoiocllu nc1.1,2-trichlorociIianc1,1-dkhloroetlicnc1.1-dichloiocihanc1,2.3- trichlorobercenc1.2.4 - trichlorobcittciie1,2-dlchlorobciizene1,2-dichloroctliMiKJ.2-dkhlorocilienc(tolal)1.2— dichloropropanc1,4-dichIorobcnzcnc2-butanone2-hcxanonc4-methyl-2-pcntanoncacetonebenzenebromodichloromctliancbromoformbromomcllianccarbon dlsulfidccarbon letracliloiidcchlorobenzenechloroelhanechtoroelliencchloroformchloromcthanccii— 1,2-dichIorocilicnccis- 1.3-dichlorop(opertedibromochloromelhancelhylbcnzencmcthytcne chloridem- A p-xylcneo-xylcneityrenelelrachloroclhenctoluenetotal xylcncsIrani- 1,2-dichloroclhcnclrans-1.3-dicliJoropru|icm:Irkliloroetlicnetrichlorofluoromclhancvlnvl chloride
NI)
NI)NONI)NONONO
NA
NI)
NANI)NOND
NO
NDNONO
NO,,NA
NO
NO
NONONONI)
NONONO
NI)
NI)NONI)NANANA
NA
NA
NI)NONI)NO
ND
NDNANO
NANANO
NO
2 JNl>NONI)
NONAND
ND
NI)NONDNANANA
NA
NA
m>NI)'NONI)
NI)
NDNI)NO
NDNI)NA
NO
NONl>NONO
NONONO
2.00.5 (I05 U0.5 U0.5 U
05 II
0.5 U
5 IJ5 U5 U
.ISO J0.5 U0.5 U0.5 U05 U0.5 U0.5 IJ0.5 U0.5 U
0.5 U0.5 U0.5 II0.5 U0.5 U0.5 U0.5 II
1 U0.5 U0.5 U20(II I
0.5 U0.5 U2.0
0.5 IJ
070.5 U0.5 U05 IJ0.5 U
0.5 II
05 U
5 tl5 IJ5 U5 U
0.5 U0.5 IJ0.5 II0.5 UOS II0.5 II0.5 IJ0.5 U
0.5 IJ0.5 U0.5 U0.5 U0.5 U05 U0.5 11
05 U05 U05 II
0.5 U05 ||0.5 U0.5 IJ
0.5 II
0.8_— -0.5 U0.5 U0.5 U05 U
0.5 IJ
0.5 U
5 IJ5 U5U5 U
0.5 U0.5 U0.5 U0.5 U05 II0.5 U0.5 U0.5 U
0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U0.5 IIOS II
0.5 U0.5 U0.5 U0.5 U
05 U
-1.3
Less lliatt-'Ot equal to -380
1 CM I lian or c(|iial In -2.01 i"-s limn nr fijii.il In -0.4
I.cis thiin or ctjual 1o -2.0
NOTK:ug/1 - Micrograms per liter(a) - Thii is a duplicate of MW-5 on 5/13/96J - The masa ipcclrum Indicate! the presence of the compound litil I lie calculated icsiill is less tlian the KjtccificJ iciiorliug limit.U — This Indicate* the parameter is not detectedNA - Not Analy/cdNI) - Not Detected
VOI.ATII.H o JIC CONCENTRATIONS IN CKAN V l l . l . l - MM.VENTS M O N I I OK IN ti MW 6
Method:Sample Number:Dale CollectedUnitsParamctcri. ,1-Uichlorocllianc. .2.2-tcUacliloroclltaric. .2-lrichlorocllunc, — dichloroclhtnc. -dichloroelhanc,2.3- trichlorobcnzenc.2.4-lrichli>rol>ori/rrir,2-dichlorobcn/cnc.2- dichloroelhanc,2-dichloroelhenc(tolal),2-dichloropropane,4-diciilofobcnzcnc
2-butanone2— ticxaiionc4-mcliiyl-2-pciilAiiuncacetonebenzenebromodichloromclliancbromoformbromomcihanccarbon disulfidccarbon (clrachlofidcchlorobcnzcnccMoroclhancchloroelhcnechloroformclilorornclhanccis- 1,2-dichloroelhcnccis- 1.3-dicliIotopropcncdibromoclilorom cilia ncethylben/enemelhytenc chloridem- & p-xyleneo-xylenejlyrcnclelrichloroclhcnetoluenetotal xylcnesIrans- 1,2-dichloroelhcncIrani- 1,3-tlichloropropcncIriclilorocthcneIriclilornfliioromclh.incvinyl chloride
MW-6IO/R/91
UK/!
NI)
Nl)> 90Nl)Nl)Nl)Nl)
NA
Nl)
NANl)Nl)Nl)
Nl)
Nl)NI)NI)
8.5NANl)
Nl)
9.8Nl)NI)NI)
> N8Nl)Nl)
UP/I
23<XI
NO13
4.0 JNANANA
NA
NA
NONl)NI)NO
Nl)
NI)NA
30 J
NANANl)
Nl)
27NONONl)
HIM)NANl)
MW-6(a)1/22/92
2600
Nl)15
40 JNANANA
NA
NA
Nl)NONl)Nl)
Nl)
Nl)NA
4.0 J
NANANO
Nl)
28NONONl)
1200NANO
MW-6
»rJl
1900
NI)40
Nl)NANANA
NA
NA
Nl)NI)NONI)
NO
NONONO
20Nl)NA
NI)
1
•10Nl)NONO
KKH)NONO
CM' !.,,#M W - 65/13/94
150036 U36 U36 U36 II
36 U
36 U
360 II1M) II
.llrfl (I6(4)
36 U36 U36 1136 U36 U36 U36 U36 U
36 U36 U36 U36 U36 U36 1136 1 171 U36 II36 U3636 U
36 U36 U
880
36 U
ETA 524.2MW 65/H/96
• IK/I
3KO^-^-"Toi u
II) U10 UKill
10 U
10 U
UK) 11UN) UUK) U100 U
10 t)10 U10 II10 II10 U10 1110 U10 U
10 U10 U10 U10 U10 U10 U10 U10 I)
10 UIII U10 U10 U10 U78
10 11
ConcentrationDifference in MW-6
from 1994- 1996•ir/l
-1120
Less lli.itiurci|inl lu -660
. i
1 ess than or ci|it;il lo -36
-802
NOTE:ug/l — Microgrxmi per liter(a) - Thii ii * duplicate of M W - 6 on 1/22/92J - The mats »pcclrum indicates the presence of the compound hul the calculated n-.siill is !<:.%% than ||)(-U — Tliii Indicates I he paiantelcr was not detectedNA - Not AnalyzedNl>- Not Detected
i rp tu l iup, liiuil.
VOLATILE ORGANIC CONCENTRATIONS IN GRANVILLE SOLVENTS MONITORING WELL MW-6DMethod: CLP LOW EPA 524.2Sample Number: MW-6D MW-6D MW-6DDate Collected 6/19/92 5/13/94 5/14/96U n i t s ue/l uz/I ue/1
ConcentrationDifference io MW-6D
from 1994-1996uc/1
'araeiers,-tnchloroe thane
..i.2.2-tetrachloroeihane1.1.2-trichloroe thane1.1-dichloroethenel.I-dichloroeihane1.2 J - irichlorobenzene1 .2.4- irichlorobenzenei.2-dichlorobenzene1.2-dichloroethane1 2 - dichloroethene(total)1 .1 -dichloropropanel.--dichlorobenzeneZ-buianone2-hexanone 7- - methyl - 2-pemanoneacetonebenzeneCTomodichlorome thanefcromoformbromomethanecarbon disulfide
-n tetrachloridew^^jberuenechloroe thanechlcTOeihenecr.loroform"Icro me inanec:i-1.2-di:hloroethene;:i - 1 .3 - dichloropropenedibromochlorome thanee:r,\lbcnz;nc
'•ylene chloride& p-xylene
-j-xylenestyrencicirachioroctheneloiueneictal xylenesirans- 1.2-dichloroc tt-*neirans - 1 .3 - dichlorop.-opene:nchloroethcne::ichlorofluoromethane
hlonde
23
NDNDNDNANANA
NA
NA
NDNDNDND
ND
NDNDND
NDNDNA
ND
NDNDNDND
6NDND
9.00.5 U0.5 U0.5 U2.0
0.5 U
0.5 U
5 U5 U5 U
2600 J0.5 U1.03.00.5 U0.5 U0.5 U0.5 U0.5 U
0.90.5 U
20.5 U0.5 U0.4 J0.5 U1.01.00.5 U10
0.4 J
0.5 U0.5 U14
05 U
0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U
OJ U
5 U5 U5 U5 U
0.5 U0.5 U0.5 U0.5 U0-5 U0.5 U0-5 U0.5 U
0.5 U0.5 U0-5 U0.5 U0.5 U0.5 U0-5 U
0.5 U0.5 U0,5 U0.5 U0.5 U0.5 U0.4 J
05 U
Less than or equai to —9.0
Less than or equal to -2.0
Less than or equal to -2600
Less than or equal io - 1.0Less than or equal to -3.0
Less than or equal to -0.9
Less than or equal to —2.0
Less than or equal to -0.4
Less than or equal to - 10Less than or equal 10 -0.4
Less than or equal to -2.0(b)
-14
NOTE:ug/1 - Micrograms per liter(a) - This is a duplicate of MW-6 on 1/22/92(b) - Total rylenes calculated from m-A-p xyleoes and o—lylcne results for 1994 sampling} - The mass spectrum indicates the presence of the compound but the calculated result is less than the specified reporting l imit .U - This indicates the parameter was not detectedNA - Not AnalyzedND - Not Detected -
VOI.ATII.li ( NIC CONCI'NTKATIONS IN (JUAN VII,1.1- SOI V I - N I S MONI I (lit INd .1. MW 7
MethodSample Number:Dale CollectedUnitsParameters1.1,1-tricliloroctlianc1. 1,2,2- letrachlnroelltaiic.1.2-lriclitoroclluni:.1 — dichlorclhenc.1 — dlcbloroeihaitc.2,3-lrichlorobcn/cne12,4-trlchlorobc»7ciic,2-dicMorobcn/cnc,2-dichloroethane.2-dichlorocllicnc(lotal),2-dichloropropanc.4-dichlotobcn/cnc
2 — butanoiic2-hcxanonc4 — methyl- 2 -pcnlanuncacetonebenzenebromodichloromclhancbromoformbromomclhanccarbon disul titlecntlmn IcirnrlilofitU-chlorobcn/cncchloroetluncchloroelhenechloroformchloromeihanecis— 1.2-dichloroethenecis- I.3-dichloiOpropenedibromochloromclliance thy (benzenemelhylenc chloridem— & p— xytcnco-xylcncslyrcnetetrachlorocthcnctoluenetotal xy le ncsIrans- 1.2-diclilnroclliciu1
Irans- 1.3-tlicliloriiprnpoiicIricliIoTocthcticIricMorofluoromclliancvinvl chloride
MW 710/8/91
ur/l
1(1
NDNl)Nl)Nl)Nl)Nl)
NA
Nl)
NANl)Nl)Nl)
Nl)
Nl)NDNl)
1.3NANl)
Nl)
1.6Nl)Nl)Nl)
:iyNl)Nl)
MW 71/22/92
8
NDNl).U
NANANA
NA
NA
NDNDNl)ND
ND
NDNAND
NANAND
ND
NDJJNl)ND
NDNAND
MW 76/19/92
UK/I
Nl)
Nl)Nl)NDNANANA
NA
NA
Nl)NDNl)Nl)
ND
Nl)NDND
NDNl)NA
Nl)
NDNDNl)ND
NDNl)Nl)
MW 74/27/93
»K/I
Nl)
NDNl)NDNANANA
NAi
NA
Nl)NDNl)ND
ND
Nl)NAND
NDNl)NA
ND
Nl)NDNl)Nl)
NDNAND
MW 78/5/93
HfJl
Nl)
Nl)NDNl)NANANA
Nl)
NA
Nl)Nl)Nl)ND
ND
NDNAND
NANDNA
Nl)
Nl)Nl)Nl)NA
Nl)NAND
:i.r lowMW 75/12/94
05 U05 U05 U0.5 II0.5 U
0.5 U
0.5 U
5 U5 U5 U
710.5 II05 (]0.5 U0.5 U05 U(is (105 U0.5 U
0.5 II0.5 U05 U0.5 U(15 U05 U05 U
1 U1)5 U0.5 U05 U0.5 U
0.5 U0.5 1105 U
01 U
l;.l'A 524.2 <'<>iiccnlialionMW 7 Difference in Well MW 75/M/96 from 1994 to 1996
up/I iift/I
05 U0.5 U0.5 U05 I)0.5 U
0.5 U
05 U ''
5 II5 U5 115 U Less Ihan or equal to -7.1
0.5 I)0.5 U0.5 I J
' 0.5 U05 U05 U05 U0.5 U
0.5 tl0.5 U0.5 U0.5 II0.5 II05 U0.5 U
0.5 U0.5 1 1(15 U05 U0.5 U0.5 U05 U
05 U
NOTE:ug/1 - Micrograms per literJ — The mass spectrum indicates the presence of Hiethe specified reporting limit . ,U - This indicates the parameter was not detectedNA - Not Analy/cdN» - Nol Detected
compound hut llu: calculated rcsull is Ic.ss than
c
VOI.ATII.l- ( NICC
MethodSample Number:Dale CollectedUnitsParameters1. .l-lriclilorocUianc1. .2,2 — iclrachloroclluiii;1. .2-trichloroclhane1. -dichlorcllicnc1, — dichloroclhanc1.2.3- irichlorcbcnzcnc1.2.4 - (rictilorolicnzcnc1,2— dichlorobcn/cnc1.2-dichloroctIianc1.2-dichlorocllienc(iolal)1,2-dlchloropropnncl,4-dlchlorob«nzcne2-bulanone2— hexanone4-mclhyl-2-pcn1anoncacetonebenzenebromodichloromellianebrdmoformbromomelhanccarbon disulfidecarbon telrachloridcchlorobcre.cncchloroctlianechloroclliencchloroformchloromcthanccis- 1.2- dichlof ocihcnccis— l.!l-dichlor<»|iro|ienedibroinocliluroniclluncclhylbcn/cncmclhylcnc chloridem- A p-xylcnco-xylcneslyrcnctelrachloroclhetictolueneloulxytcnestram- 1,2-dichloroctliencinn*- 1,3-dichloiopiopcncIrichlorocihcne(richlorof]uoromcllianevinvl chloride
ONCI-NTKAMONS
MW-71)10/8/91
UR/I
Nl)
Nl)NDNl)NDNl)ND
NA
Nl)
NANDNDND
ND
NDNl)Nl)
NDNANl)
ND
NDNDNl)ND
Nl)Nl)ND
IN OHANVIJ
MW-71)1/22/92
u«/l
Nl)
NDNl)Nl)NA
• NANA
NA
NA
NDNl)NDNl)
Nl)
Nl)NANl)
NANANl)
Nl)
Nl)Nl)6 JNl)
NDNANl)
.1- SOt 'NTS
MW-71)6/19/92
UK/1
Nl)
NDNDNl)NA•'
NDNl)Nl)Nl)
Nl)
NDNDNl)
Nl)Nl)NA
ND
Nl)NDNl)Nl)
Nl)NDND
MONHOUINC
(MW-71)4/27/93
IIR/I
Nl)
Nl)NDNl)NA
NDNDNDND
Nl)
ND, NA
Nl)
Nl)NDNA
ND
Nl)Nl)NDND
Nl)NDNl)
.MW 71)
:i.. ..owMW 71)5/12/94
"ft/I
05 U(1.5 U05 II0.5 U05 U
0.5 U
05 U
5 II5 U5 U(>
05 U0.5 U05 U0.5 U0.5 U05 U0.5 U05 U
0.5 U0.5 U0.5 I)0.5 U05 I)0.5 U0.5 U
1 I)05 U0,5 tl0.5 U05 U
0.5 U05 U0.5 U
05 U
(
lil'A 524 't. ConcentrationMW-71) Difference in Well MW-71)
5/H/96 Irom 1994 to 1996IIP./I Uf./I
05 U0.5 U0.5 U0.5 U0.5 U
0.5 U
0.5 U
5 U5 U5 U5 II l.uss than or eijiial lo -6
0.5 U0.5 U0.5 U0.5 tl0.5 U0.5 U(1.5 tl0.5 U
- 15^^_ — - Less llianur LIJIIJ! to 5
1T51J0.5 U05 U(1.5 1105 U0.5 1 10.5 U05 U0.5 U0.5 U0.5 U
05 If(1.5 110.5 II
05 U
NOTE:ug/l — Microgr*ms per lilcrJ — The mass spectrum indicates the presence of llic compound Irul Ihc calculated (csull is less I hailthe specified reporting limitU — This indicates the parameter was not detectedNA - Not AnalyzedND - Not Detected
VOI.AT11.H ORGANIC CONCHNTRATIONS IN URANVIIJJ! SOLVUNTS Wlil.1. MW-8MethodSample Number:Dale CollectedUnits
MW-86/19/92
UK/I
MW-84/27/93
ue/l
MW-88/5/93
ue/l
CI.P IXJWMW-85/12/94
ue/l
RPA 524.2MW-85/9/96
ue/l
Concent rationDifference in Well MW-8
from 1994 to 1996ue/l
Parameters1 ,1 ,1 - irichloroethane1 ,1,2.2 - leirachloroe thane1 ,1 ,2 - trichloroet hane1,1-dichloroethcne1,1-dichloroelhane1,2,3-trichlorohcnzcne1,2.4-lrichlorobcn/cne1 ,2 -dichlorobc»/,cnc1,2-dichloroclhancl,2-dichloroethcnc(tolal)1 ,2 - dichloropropane1.4-dichloroben/cnc2-tiulanonc2-hcxanone4-melhyl-2-|>cnlanoneacetonebenzenebromodicliloromclhanebroinoformbromome thanecarbon disulfidccarbon leirachloridechloroben/cnechloroclhancchloroelhenechloroformchloromethanecis- 1,2-dichloroclhenccis-l,3-dichloropropcnedibromochloromclhancelhylbenzencmethylenc chloridem- & p-xyleneo-xylcnestyreneletrachlorocthcnctoluenetotal xylencstrans- 1,2-dichloroethcnetrans- 1,3-dichloropropeneIrichlorocihenetrichlorofUioromtMhunevinyl chloride
NO
NDNDNDNANANA
NA
NA
NDNDNDNO
ND
NDNDND
ND16
NA
ND
NDNDNDND
NDNDND
ND
NDND2J
NANANA
NA
NA
NDNDNDND
ND
NDNAND
28NDNA
ND
NDNDND3J
NDNDND
ND
NDNDNDNANANA
25
NA
NDNDNDND
ND
NDNAND
NANDNA
ND
NDNDNDNA
NDNAND
1 U1 U1 U1 U2
1 U
1 U
10 U10 UID U10 U1 U1 U1 U1 U1 U1 U1 U1 U
1 U1 U
321 U1 U1 U1 U2 U1 U1 U1 U1 U
31 U1 U
1 U
1 U1 U1 U5
^3*"""
1 U
1 U
>13 U13 U13 U1 U1 U1 U1 U1 U1 U1 U1 U
1 U1 U
48-v u
1 U1 U1 U
1 U1 U1 J1 U4
-TU1 U
I U
Less than or equal to 51
l^ss than or equal to 14
16
1
NO'11'.:ug/l - Micrograms per literJ - 'Chc mass spectrum indicates the presence of the compound but the calculated result is less than the specified reporting limit.U - 'I"his indicates the parameter was not detectedNA - Not Analy/edND - Not Detected
VOI.AT1M'. 0 1C CONCI-NTKA TIONS IN CKANVII 1 I- SOI W I ' I I . M W Kl>
MethodSample Number:Date CollectedUnitsParameters. .1 -Irk'hloHx'lh.im-. .2,2-lelrafhltiroelli.inc. ,2-Iricliloroctlianc. — dichloioclliene. — dichloroclhanc.2,3-lrlchlorohcn/enc.2,4-lflchli)ri)l)cri/cno.2- diclilorobcn/cnc.2-dichloroclhanc.2— dichloroei)ienc(lolat)
1,2— dichloropropane1,4 — d ichlorobc n/cnc2-b«tanonc2-hcxanonc4- melhyl- 2- pcntanoncacetonebenzenebromodichloroniclluncbromoformtiro in onto thanecarbon disulfidccarbon tctrachluridcclilorobcnzencchloroclhancchlorocllicnechloroformchloromelhanecis- 1.2-dichloroelhencels- 1,3-dichloropropcncdibromochlorom ethaneelhytbenzcnemelhylenc chloridem— SL p-xylenco— xylencslyrencIctracliloroclhcnetoluenelota) xylenesIrans- 1,2— dichtoroclliciicIrans- 1,3-dichlorupropcnc(rlchlorocthcnctriehlorofluoromciliancvinvl chloride
MW-8D6/19/92
ND
Nl)Nl)Nl)NANANA
NA
NA
NDNl)NDNl)
NO
Nl)NDNl)
NDNl)NA
Nl)
NDNl)Nl)ND
Nl)NDNl)
MW HI)4/27/93
Nl)
Nl)Nl)Nl)NANANA
NA
NA
Nl)Nl)Nl)Nl)
Nl)
NDNANl)
Nl)NDNA
ND
NDNl)Nl)ND
Nl)NDND
MW- fll)5/12/91
UK/I
05 U05 U0.5 U0.5 U0.5 U
05 U
05 U
5 V5 U5 U
320.5 I)05 U
205 U05 If0.5 U05 U0.5 U
05 U0.5 U05 U0.5 1 10.70.5 U0.5 1)100.50.5 U(1.5 11O'J
1)5 1!05 U0.5 U
0.5 U
I-I'A 524.2MW HI)5/14/96
»rJ\
05 U05 U0.5 U0.5 II0.5 U
0.5 U
0.5 U
5 U5 II5 U5 U
0.5 U0.5 110.5 U05 U
05 U0.5 U0.5 U05 1 1
0 5 I)0.5 U0.5 U0.5 U0.5 U0.5 U0.5 U
0.5 U05 U05 U0.5 U1)5 U0.5 U0.5 U
0.5 II
('oitceiili alinnDifference in WHI MW- 81)
fiom 1994 l«> 1996IIF/I
Less ihanor c<]ii;il lo -32
Less ihiin or Ci|ii;i) lo -2
Less ihanor equal lo -0.7
Less ihanor equal lo - 1 <>Less than or ctpi.il lo -0.5
Less tli.HMn i-,|ii.il in - - 0 9
NOTIi:Ug/1 — Micrograms per liter3 — The mass spcclrum indicates the presence of (lie compound but the calculated rcsull is less than the specified reporting limit.U — This indicates the parameter was not detectedNA - Not Analy/cdNO - Not Detected
VOLATILE ORGANIC CONCENTRATIONS IN GRANVILLE SOLVENTS WELL MW-PIMethod: CLP LOW EPA 524.2Sample Number: MW-PI MW-PIDale Collected 5/13/94 5/8/96Uni t s us/! ue/1
ConcentrationDifference in Well MW-PI
from 1994 to 1996ue/I
Parameters1,1.1-tnchloroe thaneI.1.2.1-ie:racri!oroe[hanel.I.2-iricnloroeihane1,1-dicnloroclhenel.l-dichloroethane1 .2 J - trichlorofaenzene1.2.4-trichloroben2ene1.2-dichlorobenzene1.2-dichioroethajie1.2-dichloroethene(total)1.2-dichioropropane1.4-dichlorobenzene2-butanone2-hexanone4 - methyl - 2-pentanoneacetonebenzenebromodichloromethanebromoiormbromomethanecarbon disulfidecarbon ;e:rach!oridechlorobenzer.echloroe thanechiorceihenechloroi'orrnchlorome:hanecis - 1 2 -dichloroethenecis- U-dichioropropsnedibromochlcrame thanee thy [benzeneme:hylcne chloridem- &p-xyleneo-xvlenesryreneic'.rachlorceihenetoluenetotal xylenesinns-1.2-dichloroetheneirans - U -dichloropropenetrichloroethenetnchlorofiuoromethanennvl chloride
1SOO25 U25 U25 U71
25 U
25 U
250 U250 U250 U160 J25 U25 U25 U25 U25 U25 U25 U25 U
ZS U25 U
60025 U25 U25 U25 U50 U25 U25 U
UOO25 U
25 U25 U
6200
25 U
7*1-/1s u
38 U38 U38 U
3S U
3S U
380 U380 U380 U380 U38 U38 U38 U38 U38 U3S U38 U38 U
38 U33 U3S U38 U3S U38 U33 U
38 U540^- -'•Is u38 U38 U38 U
1400
3? U
-1080
Less than or equal to - 71
Less than or equal to - 160
Less than or equal to -500
-S60
-4SCO
NOTE:ug/1 - Microjrams per literJ - The mass spectrum indicates the presence of the compound but the calculated result is less than the specified reporting linU - This indicates the parameter was not detected
SI'MIVOI,/VT •JCt'-NI RATIONS IN IJKANV1U.II SOI.VI'NTS MONTIOH)Sample N""ii|>«lc t'ol lucltdUnili
MW- l{li)V 1 1/V6
nr/l
MW7I)V«/'«inr/l
MW 4l)(V MW 4I>?(I>)VB/V6 5/fi/VGiif/t nr/l
MV. ,)VI1/V6lip /I
MW tf»(li) \WIW6
ur/1
MW6S/H/V6nr/l
MW f.l>(l>)5/H/V6
IIP ft
MW ai>(i>)VM/V6
UP /ICiruncirtiIlicnol 10 U 10 U 10 U "HI ">" •--" • ' •'tHi(2-Chltwin:lliyl}Hliir2-rlil«m>plnin>l1.3-DiclikiroU-ii/i-m.-l.4-l>k:lil<>robL-ii/tiicl.2-l)iehk>fol*Ti/cne2-McltiylphenuiI.2'-twybii(l - CMoiopiopsric)4-Melliylphenoltf-Nilriijo-di-n-prnpylainine1 teiachloroelhftne"JHrobcn/ene[lophorone2-Niimplicnnt2.4-l)incllTylph<.-imlbu(2-Oil»riK'lhoiy)inrili,iiii:2.4 - Dichlii'upncn"!1.2.4 -TrichlorobcniuicNuphihuknt4-("hbfi>*nilincKcnnclikjnihoudii.nl'4-('hloro-3-Mi:Uiylpluiiul2-MelhylnapMhakne11 cue h lottic yv 1< >pc n i n d ici i c2,4.6-Triclilutiipliuiol2,4.5 -Trichlof.iplu-iiol2-rhtufiHMjiliUwknc2-Nilnviniliin'Duncthylplnli.il.iu-Acen* pi ilty It-lie2,6 - 1 ) in il rul u<u cue3— NitriMnilincAcennphlhcne2,4-L)iniKOplictiol4-NilmphcnolDibcnzoluran2.4 — U in il rot olucn eUklhylphihalnie4-Oiloroptiei(j'l-|>hcriykiliciHuorcne4-Niiroaniline4,6-Dimiro-2-mt:iliylphi-m>lN-nilfUiodiplicnylHinuii-4-llioino|>lieriyl-plnTiylLi|ifiI lexachlorubenzenePe n( lie h lo rop li ei to 1FhcnanlhrcncAnlhraccncCvthnrolcDi-n-buixlphihnlaleFtuonmihciicPyrcneIftj ly Ibenxy Ip 111 h n U I cJ.3" - D k h to 10 ben/ id Incllenzo(ii )n n 1 h f»c e n cOiryicnebU(2 - l!ihylhcuyl)plillmlau-Dl— n-ociylphihuUicUenzo( b)l lu <> ra n 1 li i' n c1 ten zo(k ) 11 u on*n I hrn cIten7.o(i>)pyrtiiclrnJcnu(I.Zl-cJ)pymie11 j ben l(» . li )ati l h i fie c n cIWnrofrh.itfHTVlmc ————————
KID111 U10 UIOUIOUIOUIOUIOU10 1;IOU10 UKlUHillHIDIOUIOUIOUKit)IOUIOUIOU101)lot)lot)IOU.10 UIOUSO 1 1lot)mil10 Uso i;IOUsouso uIOUK) Umt)IOUIOUso usouIOUIOUIOUsouIOUIOU10 IIKilllot)IOUIOU20 UIOUIOUIOUIOU10 UH) UIOUHI UHIU10(1
10 UHi U1(1 U10 I)10 U10 1;IOUlot;101)IOUmum i;IOUHit)IOUIII UIOUIOUIOUIOUKlUtot)IOUIOUIOU;i uIOUJill10 (1
IOUIOU25 U101125 UZSU10 I)10 1)mi;|OU10 U21 U2S U]0 UId IIII) U21 UIOU111 UIII UIOUIOUIOU
'' inu10 1)muIOUIOUIOU10 UIOU10 UKlU|N UIOU
HI UKlUKlUKlUKit)IOUIOUIOUKlUIOU10 UKillIOUIOUKillIOU10 (1
IOUKlUHIUKlUtoo10 IIIOUIOU2.1 UIOU21 IIIOUIOUIOU25 UKlU2.1 U21 U10 U10 UIOU10 U1UII21 UZSUIOUIOU1IJU21 U1011KlUKillIOUIOUID 1)K) UIOUIOUIOUKlUIOUKit)KlU1(1 UKillIOUIOU
10 U10 U10 UIOUIOUIOUIOUIOUMill10 U10 UKill10 (IKillIOUIOUIOUIOUIOUIOU
' KillIOUIOUIOUmi;z.iu10112S 1)Kit )IOUIOU21UK'U25 U25U10 tlIOUIOUHIUlot)2.1U21 UHI 11KlUKit)25 UKillK)UKillKlUIOUIOUKlUKlUlollKill10 UK)UKlUKlUHIU]0 II
1(1 UKill
KillKlU10(1IOUKlUIOUIOUIOU10UIOUIOUIOUIOUKillKillKlUIOUIOUIOUIOUIOUIOUIOUIOUmusouIOUKillmuIOUIOUso uHit)50(11(1 U11) UIOUIOUKillIOU50 U50 UKillHIDIOU5011KillIOUIOUKillIOUKillKill2011KlUKillKM)toilKlUKlUKillIOUKlUIOU
10(1KillKlUKlUKlUKlUKlUtonIOUIOUIOUIOUIOUKillKlUIOUKit)IOUmuIOUKlUKill10 UIOUmusouKillKillKlUmuKillsouIOUsouMil)10(1KlUIOUKlUIOUsouSOUIOU10 UKM)SOU10 UIOUIOUKM)KlUIOU
' KlU20 U1011IOUKM)Kit)KM)KillIOUIOUIOUIOU
Killm uIOUIOU10 UIOUIOUmi;IOUIOUmumi;IOUKillm uIOU10 UKillKM;IOU10 UKM;10 UIOUIOU2.1 Umu2.1 U10 UIOUIOU25 U10 U2.1 U25 UmuIOU1011IOUIOU25 U25 UKM)Kill101)25 U101)muIOUmumu10 UKM)IOUIOUIOUIOUKlUKM)IOU10 |110 IIIOU|OU
10 UKlUKM)10 UKillIOU10 t;IOU10 t)IOU10 1)KM)IOUIOUIOUKM)IOUIOUIOU
- •• 10 uIOUKillIOUIOUKlU50 UIOUSOUKHIKillmu50 UIOUSOUSOUmuIOUIOUIOU101).10 U50 Ulot)KM)10 U50 UKlUKM)10 UIOUmu10 U10 U20 U10 UKillIOUIII IIto u10 UIOU10 IIInuIOU
IOUIOUKM)10 U10 t)IOUIOUIOUIOUm i;10 UIOUKM)IOU10 UKM)KMIIOUtot)muIOUIOU10 UIOUmu.HIUIOUsou1011IOU101)5(1 UIOUsousouIOU10 UKM;IOU10 Uso usouIOUIOUIOUsouIOUIOUKlUlollKM;IOUmi;2011IOUmuKM)KlUKillKillKM)KillKlUKM)
NOTV.iU£/1 — Micr^runi pel lilcr(•) - Duplicate of MW - S <m 5/11/96
(b) - HPA Inililkd WclUU - "Iliit indicate* I lie |>irwm:lcr wn nni dcli-cicd
,IA TIONS IN CUANVIIJ.M .SOI.VHNTS MONITOKINC Wl-lJ.S
Sample NumberDale Cultcclcillimit*
MW l(c)5/13/96
vrA
MW- in(d«p)(c)5/13/96
UK/1
MW-2l>(e)J/S/V6•R/l
MW-2l>ll(ilupX<:)VK/96Hf/l
5/8/96MW 4l)I(c)
l/tt/96MW - 5(*)
3/13/96mrfl
MW65/W96•f/I
MW 6l)(c)5/14/96
MW-BD(c)5/14/96
UP/I
I'aramclef •
AluminumAntimonyAitcnicilaiiumDciylliumCadmiuniCalciumCbiomiumCobaltCopptTIronUadMignciiumM»ng)octcMercuryNickelPo la itiumSeleniumSilftrSixliuaiThalliumVanadium/inc
1112 1 UId UI'M
a. 14 u04 U
12400052 UII U64
I1M11 9 11
363002 2 4
0.2 U28 t l
367113 1 U1.2 U
I4IIHK)06 UJ16
126 U
117M U16 U1X1
0.35 U04 U
tl'XHK).14 UII II
1 tlV3'J1 1 U
34 HOO13302 U31 U
.116031 I ' 'I 2 U
I4IOOO06 UJI 3 U18 U
1') 1 1 121 U16UMl02 U04 U
11.100014 UI.I C21 U1021.1 U
370003 10.2 U1.7 U
228031 U1 2 U
14 WO06 tUI 3 U64 H
2'l 1 112 1 t l30 H14102 U04 tl
1170001 4 UI.I U1.1 U12611 U
372003602 It1.7 U
2KH)31 UI 2 U
HIM HI06 UJII U2 7 1 1
in u21 U36 U
15(102 U0.4 U
I2IWOO1.4 It1.1 U31 UUWII U
30800.1.202 U
226711
11 II1 2 U
36411006 UJ1.3 U
128
I'M U2 1 UId U
1140.2 U04 U
13100014 U11 U23 U1211 1 U
417006402 U1.7 U
1VW11 U1 2 U
34(HKJ06U1 3 tl71 U
7H U2 1 U36 H1*1
0.4B U0.4 11
124(1002.7 U11 II
1 II324IB U
3980066 1102 U1.7 U
]14031 U1 2 11
4070006 II1.3 U91 U
I'M U21 U36 1 11440.2 U04 U
132000I. (II.I U2.7 U
91.3 It1 1 U
424001.202 U2 1
346031 U1 2 U
4320006 U1 1 U2.1 U
17102 1 tl
t(JB1.19
018 II04
14900031 84.926
1560016 H
4700019402 II
3.1.4630(1
161 2 U
3B41K)O.A U
347905
ini2 1 U3.6 U144
042 U04 U
118000ID UI.I It
1 U1610
113.1400
81.5U.I U2.1 U
301035111 2 U
3120006 U1.3 U91 U
NOTU:Ng/l — MicrgdBU per liter T
(a) - Implicate of MW - I u. 5/1V96
(b) - Dvplidlc of MW2D OB 5IK/96(c) - HP A i«Ullcd wellJ — Tke BUM tpeclraai indicate* (he prcicucc of ike coBipoMBd, but ulcaUlcd retail it leu Ikaa Ike Biclkod ipccified reporting It nil.U - This itdicalcl Ike parameter w«i BO! delected.
CIIIIMICAI. CONCliN I RATIONS IN NI-WI.Y INSTAI.f- l t l ) Wl!l JJS A I Tl l l l CKANV1I J . I I SOl.VI'.NIS SI III
Simple Nanbo (JS-S MW 1 <JSS MW2 (JSS-MW3 CSS MW3IJ CSS MW4 CSS MWJ C;SS MW3(a) (JSS MW« <iSS~MW7 CSS-MWS CSS-MW9 C5S-MW10D*lc Collected 3/9/V6 3/H/96 5/11/96 3/1 VM 3/13/96 3/9/94 3/9/96 3/9/96 3/13/96 3/9/96 3/9/96 3/9/96Uaiu UK/I npyi »e/l "i/l WK/I •«/! •*/! »e/l •«/! MK/| «e/1 «r/l
J Vine Icnl.l.l-liichlo(.Klhan. 1 1 "Ml (M 11 II 1 11 (Mil «* " "' " " ' " - '1. I.I.I -Id i;iihk>i<>(-ih.i m-.1.2-liichlufiKlh.inf1,1-dichloroclhcncl.l-tlichloruclhanc1.1.3 -incbloiubciiMMte1.2,4-liichlofobe nz.enel.2-dichloiot>cnzcDc .1.2- dicblttioelhanc1,2-dicblof ociht nt( loinl)l.2-dichlt»opropane1,4-dicbIoiubeaunc2 -bui> DOOC2-bcxaaone<-melhyl-2-penlanoneiceloaeicozeneuomoJicblaio me thaneiioDiofoim110 mo met bane
caiboB diiulfiJfcmibuB Icliac blondechlmolf n/cnrckluiuc thanechliuueihenechlofoformcblotomcihaacat- l.l-dich|oruclhcnecil- 1.3-dkhloKipinpeacdibiomocbloromtlhancclhylbtnrcnemelbylcnc chlmiiJcm- A p-xylene
o-xykncityicnc(clrachlaroclhcneloluceetotal xylcncitrim-' 1.2-dicUorocIhcnrIridt- I.l-dichloiopioprncliichloroclhenetricbluioDuaroDicibxoe
M(1U11II
1 It
1 U
711(1 IIHI Uto u
1 U1 UI UI U1 U1 U1 ('1 I'
1 U1 U1 U1 It1 U1 I'1 U1 U1 U1 H1 U1 U
1 U1 U1 U
1 1)
111 U(^ Udil l111 11IU U
0.1 U
0..1 It
3 II1 U3 U.1 It
0.5 U0.3 II0.3 U0.3 U0.3 U03 II113 II113 II
03 U0.1 11(13 110.5 U03 (I05 U0.1 1 1U.5 11115 U0.5 U0.5 U05 U
0.5 110.5 U0 1 U
(M 11
(Milmn(1.5 U111 U11.5 U
05 II
0.1 11
5 U5 115 U3 U
05 U05 It0.5 IF05 110.5 1105 II11.1 U01 U
05 U0.5 1105 110.5 II05 It05 U05 1105 U01 U01 U0.5 U
1 U
0.5 11115 U05 U
05 11
115 I)(11 IPO i l '0.5 M01 I'
05 U
05 H
5 U5 U5 U.1 U
05 U0.5 U0.5 1 10.5 1105 U0.5 U05 II(Mil
05 UII 3 U(11 1101 U01 1 1115 I'05 U0.5 tl0.5 U0.5 U(15 U
1
03 U05 IIIM M
05 U
05 1101 II11.5 II01 1101 U
01 11
0.3 II
5 U3 II5113 II
0.5 U0.5 U05 U0.5 110.5 II03 [10 5 1 )0.5 M
0.1 II0.1 U05 (I0.3 1 105 I)05 II0.5 U05 II05 1 10.1 IIII 5 1 10 5 1 1
05 U111 11111 U
0.5 U
05 U01U05 II01 U01H
05 U
01 H
5 II5 M5 I).1 U
05 U05 II05 U0.3 U05 U0.5 U01 II05 1 1
05 U05 U01 1 105 U05 U0.5 U01 U0.5 U0.5 U05 U0.1 U01 U
05 U0,5 U05 U
0.1 U
0.5 II05 U01 U01110 1 II
0.5 II
0.5 U
.1 1)3 U5 U5 U
05 U0,5 II0,5 U05 tl0.1 110 .1 U0.5 II0 5 1 1
0.5 tl05 H01 1105 II(1.5 1 105 U01 1105 U01 1 10.5 tl05 110.5 11
05 II05 1 101 U
0.1 11
05 U05 110.3 UOil)05 U
05 H
0.5 H
5 U5 U3 V5 H
0.5 V0.5 U05 U0.5 t>0.5 U0.3 U0.5 l>03 I'
0.3 U05 U03 II0.5 tl0.5 1105 U05 U05 U0.3 1 10.3 U0.5 U0.5 tl
0.5 U05 U03 H
05 II
051105 II0.1 U0.1 II0 5 1 1
0.5 11
0.5 II
5 U5 U5 II5 11
03 U0.1 H05 II0.5 U0.5 tl05 U0.5 U0111
05 II0.5 II0:5 II0..1 U0.1 U05 U05 II0.1 U0.1 (IO i l )05 11
1 II
05 U05 1101 tl
I1 1 II
01 II05 II0.1 II03 110.1 II
05 U
05 U
5 1 13 113 tl5 II
05 U0.5 U05 110.5 U0.5 H0.3 U0.5 U05 1 1
0,5 U0.1 U0.1 U0.1 U0.5 U0.5 U05 II01 I!0.1 U05 U0.1 U0.5 It
0 5 1 101 1101 tl
01 U
01 t>0 1 ( 105 U0.1 U(11 t'
03 II
0.5 U
5 U5 115 113 H
05 tl05 tl0.5 tl01 U05 U .0.5 110.5 tl05 U
0.5 U03 U05 II0.5 U05 1 10.5 110.1 U0.3 110.1 tl0..1 1103 U05 11
01 1105 II05 11
01 U
01 tl05 U05 t l05 110.1 tl
0.5 II
03 U
3 U3 H5 113 U
0.5 U0.5 U05 U03 tl0.3 U0.5 U0.5 V0.5 1 1
01 U01 1105 II05 110.3 II0.5 tl0.1 110.3 H0.3 110.5 II0.5 II0.5 11
0.1 U05 110.5 U
0 5 1 )
NOTH:Bg/I — Micfgraaw pet lilei(>) - Thil ii i duplicate ol MW - 3 OB 3/9/96J — The BUU ipectiBm iadicalci the prcieacc of the oompOMBd but the calculated rcivlt ii ten lhaa ike aicthod
ipectGed repoitiBglinil.U — Tbii i«dicalei tbe parameter wai *ot detected
CmtMl(:Al.tX>N<;iiNTKATION5 IN NHWI.Y INS I Al.l.lll) WHIJ S AT Tllll CHANVIIJ.H 5OI.VNN 1^ SITIt
Sample NvaibeiDale Collected
raraBtclerm1,1,1 -t(ictloi«lh»nc.1.2.2-1cliichk>ioc1hanc.1.2-lrichlorocihane.1 -diehliwiwllirnc,1 -dicbluiotlbaae.2,3-lticbloiobea*enc
.2 - dichlortili eatratt.2-(!icbloioclh«i>cl.2-djcbl(noelhcnc(li>tal)1.2-dicbtotoptopaee1.4 - dicblorobe o w nt2-butaBOBe2 -beuaoac4-Bielhyl-2~peBl»noBeBCClOflC
hCBXCBC
broaradicbJoiomc (ha ncbromoioimbroBiomclbaacciiboadiiuHidecaiboB le trichloridechlotobcnzcacchloroetbaaccbloioelhcnccblofofoiaiCnlofOBICtbaaC
cii- 1.2-dichloroelhcBccii- Ll-dicblofopropenedibfOBiochloiORiclhaneelbylbcnicaemelhyteDc chloridem— A p-x)4cneo-xyfcaci lyre aeIclracbloioclhcnelot ue a etotal xytcaeiIIIBI- 1.2-dichloioctbtncUini-l,3-diehloropiopcntiricblofottbcac1 ri c bl oto 0 u o IOBIC 1 b> ncvinvl cbtotide
<;ss MWII3/13/96
BP/1
4 U0.5 1105 UO5 U05 t l
0.1 U
0.1 U
5 U1 tl.1 tl1 11
05 tl0.5 tl0.5 II05 110.5 U0.5 tl05 U0.1 U
0.3 U0.1 110.1 1101 110.1 1101 U01 1105 tl01 110.1 U0.1 1105 U
01 U0.5 tl05 tl
01 tl
<;ss MWII5/R/96
01 tl011101 U01 1 10.1 11
0.1 11
01 II
5 II1 111 tl1 11
0 5 1 10.5 110.1 tl05 H05 |lU5 |l0 5 1 10.1 11
1 '01 1101110.1 H0.1 U0.1 II0.1 tl0.1 II01 II01 1101 U01 1101 tl
01 II0.5 U05 U
05 11
<;ss MWI)5/S/96
mrJ\
05 U0.5 1105 U0 5 1 10.5 U
01 II
0.1 U
1 115 II5 115 11
01 tl
05 1105 110.5 1105 II0.1 U0.1 tl01 tl
0.1 tl01 tl0.1 tl0.1 tl0.1 II01 U05 1101 U01 II01 1101 tl01 II
0.1 1 101 U01 II
01 11
CSS MWM3/9/96
01 110.1 1101 1101 U0.1 U
0.5 II
05 II
1 tl.1 U1 111 tl
01 1 !01 U01 110.1 1101 1101 1101 1101 tl
0.5 U01 110.1 1 10.1 1101 II01 1101 1101 1101 110111ol nO i l )
01 1101 1101 II
01 U
NOTH:•g/1 — UicrgrBMu pcf litei(a) - Tkii u » daplicate ol MW -S om 3/9/9AJ — Tie KMH t peel tun iadicalct Ike ptcteaoe ol Ike canpoHid b»l Ike calc«Utcd lemll it lc*i tm»m Ike nelkod
tpcaGed icpof liag limit.U — Tki* iadicate* Ike parawielef «rai aol detected
Appendix B
APPENDIX BBORING LOGS
niDRILLING-CO
DRILLER
port
LOG
JECT Grcnville Solvents LOG-OF GSS-flUl
ATION Gronwlle.
PROJECT -NO 016688
HflO INC
< fl.es
DRILLING-METHOD CME 75/HSA 1 1/1
GEOLOGIST nark Andrew
ELEY
• 3 5 0 0
• W O
• M O
• a o
- 3 2 5 0
DEPTHIFTI
000-
-500 -
1000 -
15 00 -
aix -
-3500 -
SAHPLETTK __
-
BLOUCOUNF
ORDRILLINGTirr
RECOVERYEfeetl
GO
-3
31
60
RECOVER?
1001
BOX
901
100X
Oh.o COORO-N 512225205 EIUI 1131 18858
GROUNO-ELEV 953 7000
RISER-ELEV
80REHQLE-TO 86 0
8EGAN-DRILLING 12/8/95
END-DRILLING 12/8/95
PR0
IL
!'!
Irffi%Afh11K3M
i
1
#
MV/x//
ki11Hfl
yii&wyy/71//
DESCRIPTION
Hond duo^ limestone, dcrk brown, topsoil
UOPSQIL, dork brown, s i l t y looa, 10TR 3/2, 101 send.\trcce 311 grove 1, mediun soft
SILT [fiLi, trees sand, firm, non-plcstic, dense, orgonic >^— 'c lasts, scne hcrrzontai bedding, widen, 10TR 1/1
SILT cs move
SAND tSn) very Tine grained, soturoted perched zone
SAND (Sfll, coarse, w e l l sorted, IQSEs i l t . 1QX S,1 grove!,1 ocse, fr i ab 1 e, saturated
5ILTT CLAT !CL1, 20: ::orse ti l l , send, 51 crave 1. T.rsi,ncnplcsTic. dense, dork o l i v e brcwn, black 5T 2 5/2
SILTT CLAT ICL1 os above, 20X SO, "ediut gravel.10* send, 20X si l t , firs, dark brown, gray at base
TILL. SILTT CLAT, os above, less gravel
SILTY CLAT (CL1, 2QX gravel, 101 sand, 20* silt.weathered, reddish brown, 1QTR 1/1, dork gray sand at 30
MetcalF A Eddy Inc
mDRILLING-CO
DRILLER
LOC
JECT Gronvi Me Solvents I flR-DF GSS-HU1
ATION Gronvi le.
PROJECT -NO
Oh.o rnnnn-N *&? TWK rtui wi IRRSP
016688 GROUNO-FI FV *tt ?nm
HAD. INC
K Ries
DRILLING-nETHOO CflE 75/HSA 1 1/1
GEOLOGIST riork Andrew
*
• 9 3 ) 0
• 9150
• 9 1 0 3
• T O O
•BIO
• 9 - 5 0
DEPTHIFT1
•HOD-
'S 00 •
-HDD -
-SOD •
•a oo -
-a oo -
•Him—
* BLOUCOUNT
ORDRILLING
TIH
RECOVERYtreetl
s
-8
RECOVERY
BCI/
ICt
RISER-ELEV
BOREHOLE-TD 860
BEGAN-ORILLING 12/8/95
END-DRILLING 12/8/95
PR
,1L
IC?
'iO,
$r7"®£JHJ
n$
*$
CR
1$>1c»
I!1*5 \A)/MJ^Vw"
-Off
Vi
;^OflP}
Cji^
r$folj£9j£Q
-:-:-»:_ —__ — -.
DESCRIPTION
SILTT CLAY (CL1, 2QX gravel, 101 sand. 201 silt,weathered, reddish brown, 10YR 4/1, dork gray sand at 30
SILTY SANO w/GRAVEL ANO COB8LES, 2QS grovel, 10X coobles.poorly sorted, ooist
SANO ISHI, 20X Sn-aediw grovel, 1QX silt, cobble IByerl,ot base, noist
SANO ANO GRAVEL GH/SH, poor recovery, racist
SANO AND GRAVEL cs cbove, moist not yer wet
SAND ANO GRAVEL, dry
SANO ANO GRAVEL, Gfl/Sfl, as above, wet to saturated
SHALE, dork qroy, auger to 59' in shale, tncone on air to•sJS water at 81-85
END BORING AT 86 0 FEET
Metcalf i Eddy Inc
M;DRILLING
DRILLER
DRILLING
GEOLOGIS
ELEVIFT)
• M O
• w o
• f f i O
•010
• s o
DEPTHtFTl
o o o -
-500 •
-1000 -
-1500 •
-ai co •
-ax -
-Tim—
- - ——— PROJECT Gronvil IB Solvents I.QG-OF GSS-f1U30
/ _ LDC
\ PRO
ftTION Gronv.lle Oh.o CODRD-N ^65 Z2025 E(U) flfil 09210
JECT-NO
-CO HAD. INC
OI&688 GROUND-ELEV 9H 2500
RISER-fLCV
K R.es BOREHOLE-TD % 0
-nETHOO CM 75/HSA 1 1/1 BEGAN-QRILLING 1Z/1VB
T Beckv Chovez END-DRILLING tg/u/og
SftrtUTYPE
cs
cs
cs
cs
cs
cs
cs
BLOUCOUNTno
GRILLINGTIM
REQHRT(Feet)
1 3'
5 0*
s o-
5 0-
5 0'
5 0'
3 0-
ffiCOVERT
go*
100S
IOCS
1001
100X
100X
1C I
Rp
/x//^If/' ' ' /n
• :/;,'
'Wfy'/iff'/'/'/////tiff '
mw/
lln//////
vM/////
DESCRIPTION
TOPSOIL, rootzone, brown pebbles subrounded to rounded, iiediufl densi:-/,S^IOH plasticity, sand scan 3" sediun grained, brick frcgnents^SANO sean wdiui grained, asphalt chunk
SITLT CLAY ICL), w/osohalt, high density low plasticity, aroy motr ! iro\rust stamina, trace pecbles and rootzone, hcnt brown
SILTY CLAY ICL). as above, no pebbles "
CLAT (OH1 grey lottlmg, rust staining, rcots. low density, high p t c s r i c ; : /1 ight brawn
SILTY CLAY (CL1, yellowish brown, low plosncity, high density,grey .nottling, rust stcmmg, block orgcnics, dry
SILTY CLAY (OL), grey w/ye l low discoloring, plastic w/aediu density,rootzone, very fine sends, moist
SILTY CLAY as above, moist
CLAY (CLI, light gray w/dark gray mixing , plastic, icdiua density,very soft, ooist
Sone SILTY CLAT os 1? 0-23 0'
SANQ (Sfl) dork grey, very fine to fine groined, poorly graded, some s i l t s .noist
SftNO very fine to fine, uediura gray, low density, low plast ic i ty ,poorly graded, wet
i
Metcolf A Eddy Inc
^ • ——— PROJECT Gronvi lie Solvents LGG-DF GSS-HIGO
I 1 jf — LOCATION Gronvi lie. Ohio COORO-N 196522025 E(U) 198109210
1 Iv-A PROJECT -NO
ORILLING-CO
DRILLER K
HAD. INC
016688 GROUNQ-ELEV 911 2500
RISER-ELEV
R.es BOREHOLE-TD 96 0
DRILLING-METHOD Ctt 75/HSA 1 1/1 ' BEGAN-QRILLING 12/11/95
GEOLOGIST Beckv Chovez END-DRILLING 12/11/95
ELEViFT)
• 2 0 0
• 9 I 5 0
• M B
• f f i O
• n o
• 8 5 0
DEPTHIFT)
-I DO-
'S 00 •
•
HOOD -
•
-fiOO -
;
5000 •
•
5500 -
.in m—
SAflPLETTPE
cs
cs
cs
cs
cs
cs
BlOUCOWT
ORDRILLING
Tint
RECOVER!(Feet)
5 0'
Z 0
z o-
0 0
i o-
1 0'
RECOVERY
IOCS
,0,
ox
201
zcx
pR0
I-
i$$^^v""t
i?$>$$,
*•$& ,^&&A fljiio^OmVivs^K^
DESCRIPTION
SANO very Fine to Fine, aediua groy, IOH density, low plast ici ty,poorly graded, wet
Scae notenoi as above
SflNO iVJO GRAVEL (GUI, light brown, wel l graded, pccrly sorted,rcundsd grovel, sand Fine to mednjn groined, net
Sew flatenol as above
Scae naterial cs above
« .^COVERT
3WJQ ftNO GRAVEL, as 12 0-17 0'
Scae notenai as above
Metcolf & Eddy Inc
mQRILLING-CO
DRILLER
_ LOG
PRC
JECT Grcnvi Me Solvents LDG-QF GSS-fllCO
ATIDN Gronvi le.
JECT-NO 01&538
Ohio COORO-N 4%5 22025 E(U) *81 0°2:o
GROUNO-ELEY ^14 2500
HAD INC RISER-ELEV
< Ries
DRILLING-METHOD CTC 75/KSA 4 1/4
GEOLOGIST geckv Chovez
H
• r a n
• 3 8 5 0
•an
• m a
• S 5 Q
DEPTH(FT]
-60 00-
-6500 •
7000 -
(500 •
8000 •
8500 •
-onm—
TYPE
cs
ss
ss
ss
ss
BLOUCQtW
ORDRILLING
FlflE
5. 3. 6. 9
9. 1011.13
RECOVERYifeet)
0 0
0 0
1-
3ECOVERT
ox
ox
BOREHOLE-TO % 0
BEGAN-DRILLING 12/14/S5
ENO-ORILLING 12/11/95
pR0
I
||
ftys*
,*^&J.
MIP
DESCRIPTION
\SANO #0 GRAVEL, os 4Z 0-47 0'Scute aotsriol as above
NO nEIOVERT, we ore witching aver to sphtspoon
Heavs m spl itspoon
SAND . NO GRrtVEL, dark grey, cs 42 G-47 0' interval
Heave in solitspocn, grcvei m bo"cn
O.ATET SILT (tt.), brcwiish grey, «ediui plasticity, lew
Hetcalf I Eddy Inc.
Wpnnp^ "' r'KU.
If — LOD
JC PRO.
JECT Grcnv 1 1 1 e So 1 vents LOG-OF GSS-fW30
*TION Gronv.lle Ohio COORD-N 1%5 22025 EtU) 198109210
JECT-NO
DRILLING-CO HAD. INC
DRILLER
016&88 GROUNO-ELEV 911 2500 !
RISER-ELEV
K Ries BOREHOLE-TD 960 ;
ORlLLING-tlETHOD Ot 75/HSA 1 1/1 BEGAN-ORILLING 12/11/95
GEOLOGIST Bedcv Chcvez END-DRILLING 12/11/95
ELEVEFT!
• 8 M Q
• 3 5 5 0
• 8 5 0 0
• W f l
• N O
• 5 3 5 0
DEPTH(FT)
-5)00-
-500 •
10000-
- I05DO-
-no oo •
-Il5 0) •
SAfHETYPE
ss
BLDUCON!
ORGRILLING
Tilt
13. 1519. 27
RECOVERT(feet)
RECOVERY
PR
-I
IS::}
&M^s^V
"ty-rtff
DESCRIPTION
CLflTEY 3ILT (HI, brownish grey, aediua plosticity, lowdensity, fin, only 1* m spoon, aoist
SAND WO GRAVEL (GUI. light brown, os in interval 12-17 I
Stopped splltspoons at 96', dril led past target depth of 97' to prevent he:-«
EM) SCaiNG AT % 0 FEET
Metcolf 4 Eddy Inc
ItDRILLING
DRILLER
DRILLING
GEOLOGIS
ELEYin]
• 3 5 0 0
• W O
• H J O
•1350
• C O D
• S O
DEPTH[FT]
O Q O -
-500 -
1000 •
IS DO -
-2000 •
-a oo •
- ———— PRO
\~ °C>C PRO
JECT Granvi ! le Solvents | nG-DF GSS-HH
ATIDN Grcnv. le. Ohio CDORO-N 5132 1227& E(U) 518391812
JECT-NO
-CO HAD. INC
016&88 GROUND-REV 925 1200
RISER-ELEV
K Ries SOREHOLE-TO IB o-METHOD Hoi lowsten Auaers BEGAN-ORILLING 11/30/95
T tlork ftndreH END-DRILLING 11/30/95
SrtHETTPE
HO
HO
cs
cs
cs
cs
cs
cs
BLOUCOW
ORDRILLING
TIHE
RECOVERY(feetl
3 0
5 0
3 5
5 0
1 3
1 0
RECOVERTC % )
100
100
20
100
20
PR0
TL
WtYf/tf/AmWf<rMw/A7/W/-W
1 . ; '•
Wkn'mff/mi i ! ! !a&.^wy-'yy-1-)r;m'toto
DESCRIPTION
TOPSOII. SILTT CL/Vr (CL1, w/orgon i cs w/s 1 1 1, roots, wist,s^soft. loose, non-plostic, dork brown 10TR 4/2
SILTT CLAT (CU, cloy s i l t lfl.1. 50-50, wist, loose,non-plastic, dork ye 1 ! on i sh brown, 10TIH/1
SILT IfIL) U/CLAT, trees fine sand, moist, soft, non-plastic,yellcmsh brown, 1QYR 5/&
SILT as above
SAND (311. very fine groined H/40S silt, soft, friable,dcnp, non-plastic
SAND, os above, saturated, tight zone, perched zone
SftNO as aboveSANQ as above, dryer
SILTT CLftT ICLt w/gravel, firm, noist, nediun plasticity,dcup
SILTY aflT tai. 20S gravel, 101 send, 201 silt,fm, ioist, medium p last ic i ty , dork ol ive gray, 5T 3/2
SILT (It), tight, dcmp and saturated, dark gray, 5T VI
SflNO AND GRAVEL [SIJ/IWI H/W s t l t , compcct, fir«
SILTT CLftT [ t i l l ! os above, 18-23'. dork gray
GRAVEL IGfll. w/sond 10X, 201 si l t , iron staining
POOR RECOVERT, GRAVEL P/SANO, iron staining IGflltrace silt, saturated
Metcalf 4 Eddy Inc PcgcJ.of.L-
MiDRILLING
DRILLER
DRILLING
GEOLOGIS
"
• 2 0 0
• 9 1 5 0
• ? 1 0 3
•150
• fflO
• 8 5 0
DEPTH(FT)
-71 Tl
-3500 -
U3Q •
-1530 -
-ax -
-55 X -
'.
.en m—
i-co
nor
PRO
JECT Gronville Solvents LQG-QF GSS-Hlrt
ATION:__ Grnnv. le. Ohio COORO-N 513212276 E(U) 5IB3 qifll?
JECT -NO
HAD. DC
016&68 GRQUNO-ELEV : ?2S 1200
RISER-ELEV
1C R'es BQRBCLE-TD- 490
-METHOD Hot loustn Auoers ' BEGAN-ORILLING 11/30/95T fork Andrew END-DRILLING 11/3/95
SWLETYPf
cs
cs
8LOUCOWT
ORDRILLING
TlS
RECOVERY(feet)
1 5
3 0
RECOVERY
&o
PR
•; I
$$lp
•vXJ'vSJJtvi, \iii e
.'IV.ly3'L.:X«;;J
DESCRIPTION
POOR SECTORY. GRAVEL U/SANO, iron stem irg, (GflJtrcce SNt, soturated
SANO !Snl, coarse n/gravel
CCEEL:S tGni ^/GRAVEL sur5ANQ ANO GRAVEL IS1J EGH1
^GRAVEL -/SANG IGT11 ISflJGRAVE. ^/SANO IGHI IST1J
C;:-s^ ccea.:s -/GRAVEL ANO SAHC toi] ism
"11 •'•^'J GSAV^" 'jil) cncrse w/SANG ""Q!
SANO 'resvel - cocrae send end w/cccolss :;cces into srcscf scncisr
END :F 5GRIW3 AT ^9 0 FT
Metcalf 4 Eddy Inc of
nDRILLING
DRILLER
DRILLING
GEOLOGIS
ftfl
• 5 3 3
• « 0
• °fl]
• 5 5 0
- a o o
- 2 5 0
DEPTH(FT)
HOD-
'S GO -
-1000 •
•
-1500 •
-a ID -
•SB -
oonPV ™*U
<- ->C PRO
JECT Gronvi 1 le Solvents 1 06-OF GSS-HU5
ATION Grcnvi |5. Ghia COQRD-N - ElUJ -
JECT -NO
-CO HftO. INC
31Sc£9 GRDUND-ELEV °60
RISER-ELEV
T Brcmlev BOREHOLE-TD 76 0
-METHOD WE 35/HSft 1 l/« BEGAN-QRILLING 12/5/95
T Becky Chovez END-DRILLING 12/5/95
SNfLETYK
ss
5S
SS
SS
55
BS
SS
SS
SS •
SS
55
SS
53<;*%
BLOWCOUNT
ORDRILLING-Tilt
2. 3. 5. 9
5. S. 8, 9
s. e. 9. a
1. 6, T, &
6. a. a. ?
... B. 11. 1
11. 3. 1
S. o. S. 9
2, i11. IS
3. a12. 15
E. 1315. 12
3. 5. a. a
s. 1211. 9
T * 7 A
fccovorrIFeetJ
6"
12"
12"
1Z"
12-
IB-
19"
il-
ia-
12"
6"
12"
10-
pR
RECQVERT 01%) F
I
?=*'W/\'m?=« .' v/.<r7f<fV -V/-=r« ,' ' / '££*•^«» ts^e1bit$&
•ini K-' Jw^-1
<^'•7///
5CX /'.'V}(i-/////'////;.- Ww/". ^1'fI/ ///I=o» !///f
['^™ 2§'•7 -7,
L/'i./i5" i%:|te^
W'M,-zsx »V<\• 45at fe^y3/3j/ci
„, fe^
DESCRIPTION
NO SAflPL£ TAKEN
SIL'T CLV [CL!, 10TR 1/j, brown, nediun plasticity, "^^lew density, pebbles, trees crave I, some send, Tine, ?,o;st,reck in shoeSUIT r.flr (CD, IOTR 5/8. yellc-ishbrchn, medium relew pIcsnciTy, lew density, peeves, TUST staining, iry
Si*NO 4NC cfi^VEL tGiJl. 10TF1 5/^, yel lowish yawn,sere r "s TO medium, crave!. stjcr:Lnded to rcunded,r'_st 5TC:rs: dry
Sens ^Tenal as above, dry
SI.'T ILftT [CD, IDTR 5/* yel ic- ish brown, rust stammc,^ i c c k c iscolor^Ticn, 3", dense, sw plast ici ty, ye l low ish:isccl"!Ra, ary:c^e -^DTeniol cs cbove, dry
SILT? CLAT (CD, 1QYR 5/1, grey, alastic. nednjin density,trees sF send, &" seam, tree; pscbies, pebcles subrcunded:o rcunded, moistSane SILTT CLnT as H-lb mtsrvci
Scne icteno I as ecove. ccoole "rocmenTs !l limestone:,tnroughcut, dry
Seme SftND ftND GRftVEL, B-iO' interval
Same material as above
SC.TIE ncterial cs ebove w i t h very r'me to "ire send
Scrae mater ia l cs above
Metcalf 4 Eddy Inc
M<^v | —— PROif LOC
JECT Grcnvi lie Solvents LDG-DF' GSS-rtUS
ATION Grow, t - Oh.o CQtKHT 53ZS OWO EtUJ "82169131
1 IC>C PROJECT -ND
DRILLING-CO HftO INC
DRILLER
01££88 GROUND-ELEV 359 5^00
RISER-ELEV
T Bronlev BOREHOLE-TD 760
DRILLING-METHOD 31E 35/HSft « \l* BEGAN-ORILLING IZ/5/95
GEOLOGIST Becky Chcvez END-DRILLING 12/5/95
*B
- 5 0 0
• 3 1 5 0
• '003
• t t O
- MO
• 3 5 0
DEPTHIfTl
-21 DO-
'S 0) -
-uco -
-SOD -
-a DO •
-500 J
StfRE
ss
ss
55
SS
ss
ss
ss
ss
55
SS
eiouCOHT
ORGRILLING
THET S t Q
2. T, i«. 1
11. 13
3. o. 9, 3
3. 8. 9. 10
2. 5. 9. 9
Z. 2. «. o
3. 7ir 13
2. a11. 12
S. 1313. 9
3. 1011. 11
RECOVERY(feet)
IB"
. 6"
12"
6"
12"
5"
12"
12"
6"
1Z"
PR
fcCQYERT 0
•"=*
25 X f^J^J
Z53i tej S
^"* -4*. -•* lO
• *"h* , *."0i*
s -h"* y isex iC; ,
'K^S5
!>^4*
"s fet
DESCRIPTION
\Scmc SANO nND GRAVEL. 8-10' intervalSome 3Q"sriol as above
Same Ticterial cs above
Seme aotsnal as above
Seas "ctenol cs acove
Scse ic:sricl cs aoove
Scne icTsrial cs coave
Scie iCTsriai cs above
Scne ict:rial cs cbov=
Scne ictsnoi as above, mcist
Sane material os above, loist
Scne material as above, soist
Metcolf A Eddy Inc. hge:_L.'rf-_l
mDRILLING-CO
PROJECT Gronville Solvents L.Q6-OF GSS-f1U5
— LOCATION ___Grgnville. Ohio COORD-N 5325 01S1D E ( U )
_ PROJECT-NO
HrtO. INC
D166B8 GROUND-ELEV
RISER-ELEV
959 540G
DRILLER T Bralsv BOREHOLE-TD 7& 0
DRILLING-METHOD CUE 85/HSft 1 1/1
GEOLOGIST 0edtv
BEGAN-DRILLING 12/5/95
END-DRILLING 13/5/05
59151
DEPTH(FT I
-6000-
8LOUCOUT
ORDRILLING
THE
RECOVERY(Feet)
RECOVERY DESCRIPTION
& Q ss 12"
-6500
-70 DO -
55 3. UZ*. i
1Z"
ss
iSOD -
5. 1319. 33
12"
- mJIGD -
3500 •
- 865•DOO-
sox
50S(
SQX
Scme SANO .W GHAVEL, 8-iO'intcpvolScne aoteriol as above, aoiat
Seme inatenal cs ccove, net
!SUi, MC11 gr-ded, poorly scrrsc, 1QT3 1/3, crcitfi.trees Tines end ccbble
Scne SftNQ as obove
EM] bGRING AT 76 Q F^T
Metcoir 4 Eddy Inc. Poge_LtTjL
n<DRILLING
DRILLER
DRILLING
GEOLOGIS
«,
- 5:3
• S3
•am
- s o
DEPTH(FT)
Q Q Q -
-50D -
1000 -
IS 00 -
ZQOO -
-SDO •
i-co
— LOG
PRO
JECT Gronvil le Solvents 1 flG-QF GSS-flUB
ATION Grcrwitle Ohio COORD-N 5367 !&iqfl EfUJ ^6^7 a==~"
JECT-NO
HAD. [NC
oie&aa GROUNO-ELEV %i dscoRISER-ELEV
K Rigs BDREHOLE-TD 850
-METHOD 01E 95/HSA 4 1/4 BEGAN-QRILLING 12/5/55
T ttork Andren ENO-ORILLING 12/6/05
SWLTYPE
E
cs
cs
ss
ss
ss
BLOUCOJNT
DRILLINGTIflE
30. 15
11, 111Z. 10
9. 1311. 1Z
RECOVERTtreetl
^ -
i s-
i s-
1 5'
REOMRT
ecx
6CJ
751
7«I
PR
?
M
A
-j.jLj ']
C^a• i
l|
f^/^J
DESCRIPTION
SILT" CL. - 3IL* [D./HL3. ZM scr.c. IDS grcvs1.51 csbolss, 30X si It. scr":, -nediun reddish brc'-nIQYfi V3. low-Ties iura pics: uty, csnse, MIST
3,*.NG/3rtftVEL IG^l. fCJ xcv-:. 40S scrd. 201 S I ^ T .""•zc,5. Tioisr-cry, dir " 'cj-t *o dri 1 1( Sfl.CCCC 55 -H SFC6 SW 1 iCfl TC 50 ^ ' LSCCCn
SftNQ/GPAVEL os :ccve ID ;-lj 0'
SIL" 'MLi, 10* cccrse sonc, IDS "me sond, ZCS ct:y.IGTfi 5/j. dcr^c reddish :r:Ar, ledmra firn, cc~c,csrss
SANO/GRAVEL cs above 10 5-13 0'
SW.D/GRAVEL cs cbove
Hetcolf 4 Eddy Inc
nDRILLING
DRILLER
DRILLING
GEOLOGIS
REVIff]
• 200
- 9 1 5 3
•?lfl]
•150
• 5 0 0
• B E D
DEPTH(FT)
-30 B-
-3500 -
-flDO •
-15 00 -
-a oo -.
-SOD -
-oi m—
i-CO
pnn
— LOC
PRO
JECT Gronvi 1 le Solvents [ OR-OF GSS-HU6
ATIDN Grnnvil le Oh.o CDnRH-N <ilf,7 Ifi-flfl EfUl «M1 «q^
JECT -NO
HftO ENC
D1&&88 GROUNO-ELEV %1 1000
RISER-ELEV
< Hies BOREHOLE-TD 85 n
-METHOD 01E 95/^SA « l/< BEGAN-DRILLING 12/5/95
T flort Andrew END-DRILLING 1Z/6/95
SAffUTYPt
ss
33
SS
SS
ss
SS
BLOUCOUT
ORDRILLING
Tiff
9. 10IS. 17
9. 109. 13
iz. n1Z, 15
H. 13I1*. 15
10, 12H. 1
19. 1913, 19
flECOVERT(feetl
1 3'
1 2'
1 5J
i a-
1 5'
RECOVERTC% J
&SJ
«cx
7SX
751
90«
751
PR
P
\
K^A<£-&jr-lwMWi
C<^^b^b;sH»^O -i
c?£KtH-^X^J
-*>/ ;;k^Ljft^O. AO.^y^k.<X<S
DESCRIPTION
SANO/EfWVEL as cbave cry• >/
SftNO/Gasva as above
SMO/GRAYEL (Sfl/Efl], 15S si l t , cry
SAND/GRAVEL tsn/Etll, 15: silt, cry
SANO tSHJ( less crave 1, 10X s i l t
SAND. less grovel as above
Metcolf * Eddy Inc
ItDRILLING
DRILLER
DRILLING
GEQLOGIS
ELEYIfTJ
• W D
- 9 8 5 0
• 3 8 0 0
• OTQQ
• £ 5 0
DEPTHITT)
-MOD-
-tfOO •
?DDD -
75 DO -
BO DO -
85 DO -
on m—
oon iroT f
i:ironville Solvents LQG-OF ESS-nu6
LOCATION- Grnnvi e. Ohio CDORO-N 5362 1&3°8 ElUJ "&17 65931
PROJECT-NO 016688 GROUND-EXEV %1 18CO
-CO HAD. LNC RISER-ELEV
< Ries BOREHOLE-TO 65 0
-METHOD DIE 95/HSA 4 1/1 BEGAN-ORILLING 12/5/3
T nort Andrew END-DRILLING 12/6/05
SntTLETYPT
55
SS
55
SS
BLOUCOUNT RECOVERY
DRILLING (Fcetl
TIHE
13, 113. 10
iz. is z o-18. 27 i
7. i« 2 a-21. 21
10. 1015. 18
70/«
flECOYERY
1QOX
IOCS
pR
IiIII
DESCRIPTION
SANG, cs above, sicist-doatp
SILTY CLAY (CD, 20S largs crave 1. 201 cccr32--^3.unsand 201 silt, firm, noist non-plastic, dC"k :livebrcwn, 2 5Y 3/2
SILTY CLAT (CLl as above- .loisture sedinen: - ACT denegray, 2 5Y 1/1
Doric grey, SILTY CLAY, grccual to bedroc<, dcrx grayshale," s i t t y c loy m shoe, dark gray scT* srols enddark orcy clay (weathered srole at bcsel
SILTY CLAY, some material :s 78 Q-80 Q'
END BORING AT 65 0 FEET
MetcalT i Eddy Inc PogeJLrf--!
mDRILLING-CO
DRILLER
, , PRfl
_ LOG
PRO
JECT Gronv. Me Solvents I nfi-OF GSS-HU7
AT ION
JECT -NO
HnO. INC
Granvi Is. Ohio COQRO-N 138011222 EEU) "87087557
G1S688 GROUND-ELEV S11 %00
RISER-ELEV
< R.es BOREHQLE-TD 37 0
DRILLING-METHOD Cft 85/HSA « 1/1 BEGAN -OR ILL ING 1Z-5-9S
GEOLOGIST n
ifflf
- S B
•Mf l
• B S D
• SO
DEPTH1FTI
ODD-
'S GO -
-1031 -
•
•
1500 -
-
•
20 (0 -
200 -
&WLETYPT
(rt Andre* ENO-ORILLING 12-5-55
8LOU
XRECOVERY
(fectl
a"
•• a
: a
H 0
1 5
•< a
RECOVERYC % J
101
I
R0
I
II' ' / { A
>M
inpl y/'f/i
\///'/\
ty/fy
ecx
,0,
8CI
W?' *-\
' \'
1 \ *
m
DESCRIPTION
RQI Ircod bed cinders
Rci Irooc ired cinders
SILIY CLflT (CD, 2 0 X s f l - [very fire), soft, dcrx :r:-*rgray mottl ing w/depth mcist, dense, 1G7R 3/3
SILTY CL.a.T as cbove, gray, 10TR VI, sondy at bcss,trcce gravel, wet at base
SAND (Sill, 251 SILT, very fine grained, scFr -cohesive due to surface water saturated
SILT/SnNO ISfl/HL), as above
SANG very fine groined mth less s i l t than above,saturated
SAND as cbove
SIUT CUT (CD, ID: Sn grcvei, lOJ sand, dark ahve brcnn/gray. ST 3/2, moist, Fira. dense
MetcalF 4 Eddy Inc. Page _L <f L
rc£ ™)f - LOC
vC PRODRILLING-CO
DRILLER K
JECT Grcnvi 1 le Solvents LQG-OF GSS-HU7
ATION Granville. Ohio CQORD-N 19BQ 11222 EfU) "87: 97557
JECT-NO
HAD INC
016638 GROUND-ELEV 9H %00
RISER-ELEV
R-es 80REHOLE-TD 37 Q
DRILLING-METHOD Cft B5/HSft * 1/1 BEGAN-DRILLING 12-5-95
GEOLOGIST rtorV Andr-w END-DRILLING 12-5-05
ELEVim
i
[«y
- w o
- 3ioa
• f f iO
•mo
•reo
DEPTHifTl
-3)00-
500 -
5JDD -
<5CO -
200 -
-
55 EC -
^8LOU
COUTOR
DRILLINGTlflE
RECOVERT(feetl
•* 5
RECOVERT( % )
9OI
PR
?t
M!: ' ; :
• ;:
DESCRIPTION
SILT [fit;, very Firm, tight, donp
SILPT SflNO fSfl/ni, fine grsired - mecmai, 10-201 si!r
Screen snnrs mtsrvci 37-17 due tc ::chT poor precise i .~g. fcrnicticr, to drill dssper ^culd csmcr^sise near 3Lr?:cs\ non i tcr i no
END 3DRING flT 37 0 TEIT
Metcolf & Eddy Inc
rcDRILLING
DRILLER
DRILLING
GEOLOGIS
ELEY(FT)
•s:
• ^ *
•*:
• 2 ]
• 3 D ]
• S 3
XPTH(FT)
Q O O -
-50D ••
-10 DO -
-1500 -
-2000 -
•500 -
nan^V PRD
? - L.>C PRO
JECT Gronvi Me Solvents Lflfi-OF ESS-HUB
ATION Gronvi 1- Chro COORD-N 517351511 EEU) 1107 1^201
JECT-NO 01=cS9 GROUND-ELEV ^1? 2600
-CO HftO. INC RISER-ELEV
K fleis BOREHOLE-TO «Z 0
-METHOD CUE 85/HSA < l/< 8EGAN-DRILLING 12-8-°5
T ftart AndrsM ENO-ORILLING 12-3-05
^BLOU
COUNTOR
DRILLINGTint
PR
RECOVERY RECOVERY' 0(Feet) t%) i F
ti ———^' •• ~ •i ——— ,
•i- Hinx
i-^Jv?-v-l.-vp*,- Bri. i.., }_^J
11- ; ?n«
i-1 j
3 5- TD« .
i
1 5' 301
Z 3' ^C*
DESCRIPTION
Roilrcco nil - LlftSTONE
Some cs ccove
SILT ;-L! -/IDS 3T1 gravel, 20: scno, aark brown. 1CTR j/Z, ^^Firs, wist, dense
SrtNO/E3ftVEL [B1/SHI, pocrly scrtcc. iOSsi l t , cccr-c, dry
5ftNO !£nl, intersedced, coorss *c very Tine croinsd, cccr!/scrrec tc very «el ! sortsd, cry
S/*NO :5^!: 201 Sfl w"vel, 10: s i l t , pcorly to seaun scrtsc,Pr i cc i 2, :ry
Sane acTsriol cs above, same larger gravei (20 ami
Scne "actsnot os obove, saturated
Scse "OT2' io i cs ctove, 1' he-ve
MetcolF & Eddy Inc
ro\DRILLING-CO
DRILLER K
LOC
PRO
JECT Gronvi lie Solvents LOG-GIF SSS-riUB
ATION Grcnvi le. Oh.o COORO-N 517351511 E(U) «1G7 l«2Qi
JECT -NO
HftO INC
D166S8 GROUNO-ELEV 917 260Q
RISER-ELEV
Re-s 80REHOLE-TD ^ 0
DRILLING-METHOD Ctf 95/HSfl 1 1/1 BEGAN-DRILLING lZ-a-°5
GEOLOGIST ncrk Andrew ENO-ORILLING IZ.B-S
«.
• 5 0 0
• ' I S O
• a a o
...• m o
• r e o
DEPTHIFT I
•31 00-
•
-33) -
•
-
-HOD -
.,:
-ax -
-
-55 DO -
.ui m—
TTPE
BLOUCOUNT
ORDRILLING
HUE
RECOVER!Ifeetl
0 5'
i a-
RECOVERY
101
ZQX
PR
Pfc
DESCRIPTION
V SAND Oil, 20X Sn gravel, 101 silt, poorly to udma scr:»d,\fricble, dry
^Same aotena! as above, 1' heaveSame aotenal QS above, 2' heave
Seme lorsncl cs above, 3' necve
ENO 3GRING AT ^2 0 FEET
He tea if A Eddy Inc
PROJECT • Gronv i' i e So I vents GSS-'VJ
— LOCATION EfCTM'ig. Ch:c
_ PROJECT-NO ::»==DRILLING-CO HAfl [NC
COORO-N 5G°1 I7%7 EtUl "0% 37=:
GROUNO-ELEV __«j
RISER-ELEV
DRILLER ' 9rcBlev BOREHOLE-TO 17 G
PPTI i rm;- HaiioH9tsa te- d :/a>:a BEGAN-ORILLINGGEOLOGIST Becky E>ovez ENO-ORILLING i 1/^0/05
&W
•a:
•»3
•2J
j_ .
• 2 0
DEPFHIFT)
33-
' 71
'1 11
•
,.
-
•
•233 -
•
•
-
•*TI -
•
wss
cs
cs
cs
ss
ss
ss
ss
ss
<!«S
8LOUCOUNT
ORDRILLING
life
« a. i. ^
i. 3. -. I
* a « ^
•». P. s. s
5. 5. 7
« S. 6 7
RECOVER![feat]
5 0
0
t '
0
19"
12'
12"
12"
12"
—— IB," ——
PR«™": p
; t:==« ;
(////
• , . /
(•';//,r* / ' ' ' •'
i
i
DESCRIPTION
_-;u:L
SiViQY CLAT (CL;. lew plcstic::/. io, c-rairy, :ec=i2=.SLrrc'jncsc to subcncu i or. tree; cc:r • w, very r i re ::r«c:'ja =crd, 1DYR d/3 Ehrcwii, Trees :rgcnics IxiST/i-yi
-^
vC ^EC2VtiY
7*-t ( '
'S*'-c?i --"Sl"y. ' w plcstiCity, su:cnguicr :: sucrctr ac:.
^*J V^W 1 * i
n* C' J
,
ii
-;* '
Nt -LLuVtlY
jJiftfj S.AVi ^ND GRAVEL EG?), very :cry crsy. IflTr 3/2.l v^ *^r r *** t™ *cd i us send subn^Lndc*^ *— ""LJICK 1 c^j
7ej tifCfa csrsi:/, lew plcst iCi ty , trees cccc:;s, wel l £cr:»c,'-^-*c/j\--"!y grc-ded, -iioisr/dryt^^'j "' ^^ GRAVEL, cs cbove, no cobciss, net
S(-f \,l.'l.. J
U>/
,r» t?^
fg5^sn 'C'Cf[:
&iiK^>?<« t»?iX^
SnSfl ^ND GRAVEL, cs cbove. uet
S.A.SQ SNQ GRAVEL cs cbove, send very -"me to ftr^ wet
SAffl AND GRflVEL, aa above, wet
Metcalf 4 £3dy Inc.
mDRILLING-CO
DRILLER
• ——— PROJECT Grenvil I- Solvents LOG-OF GSS-fW
__ LOCATION
PROJECT -NO
HAD. INC
Gronv. le. Ohm CODRO-N: 5091 17%7 EEU) dO% 87939
016688 GROUNO-ELEV 917 26CO
RISER-ELEV
r Bromley BOREHOLE-TD 37 0
DRILLING-METHOD Hol!o«tes tor 1 1/TIO ' BEGAN -OR ILL ING 11/29/95
GEOLOGIST Becky Chov« END-DRILLING 11/29/95
'H
• 2 0 0
• M O
• T O O
• m o
• r e o
DEPTHIFT)
JU JU
«55
ss
-500 -i ss
jiI
-430 -
SI -
I
]
-SCO -
.
6LOUCOHT
ORDRILLING
* fi ^ T
2. 4. 5. 5
i. 7. g. &
RECOVERT(feet!
18"
IB"
({COVERT
™
PR|IITjiv^y*
''SiiK1"
". .
W^Vii
Ifi
DESCRIPTION
SftNO ANO GflrtVEL, as cbove, «t
SANO ^NO GRAVEL, as ccave, «t
SflNO ^NO GWVEL, os cbove, *T
EMO 3DRING rtT 37 0 FEET
tletcolF J Eddy Inc
ftDRILLING
DRILLER
DRILLING
GEOLOGIS
m
- 5 0 0
• « Q
• M O
• s o
• m o
- 2 0
DEPTHITT)
Q O O -
-5QD -
-ID 30 -
-15 X -
-dJUU -
-SOD -
_ ——— PROJECT Grnnv, II* Solvents LOG-OF GSS-HU10
/ _ LOG
\ PRO
^TION Grcnvi l le Ohio CDGRC-N 5153 321K E(U) ^008^1076
JECT-NO
-CO HAD. INC
01&&ES GRQUNO-ELEV gib 9600
RISER-ELEV
r Bromlev BOREHOLE-TO 37 0
-METHOt
T R
SAffLETYPE
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
). Hollows::* tens BEGAN-ORILLING 11/29/95
:ckv Chavez END-DRILLING 11/30/95
BLOWCOUNT
ORDRILLING
TIflE
1. i. 5. T
1. - 5. 5
\ 3. 6. 7
3. T. a. 7
z. «, •*. 3
. 7. 5, 3
Z. 3. 6. 7
«. 3. T. A
1. 4, *. ^
3. 3, 5. ^
s. i. r s
3. •«. 5. 5
1 V S P.
RECOVERY(feet!
z*
12'
12"
IB-
1Z"
12
12"
1Z"
12"
6"
& '
&"
17" . ———
RECOVERTC . % ]
iCCX
5CX
5CX
75X
3CX
sex
sex
5CX
3CX
zsx
2SX
ZSX
__ °n« ——
PR
?[
wx^NJ
u'lu/yi
' <^sWr^?fe?, ^3bfctfefites^
DESCRIPTION
TQPSQIL, dork brcw\ pecb 1 es, tries of s 1 1 ty c 1 oy, 1 owplasticity, soft
SAND iSUl 2 5T < 3, ahve brr-n. -ell graded, tracspecbles, subrouncsc :o rcurdsd, "-S* staining, dry
Si*NO os xove
SftNO as above
SflNO cs cbove
SftNO. as above
SANO as coove, dry
SWO as cbove, cryi
SAND cs cbove, cry
SftNO ftUD GRAVEL (GPl, very dcrk :rey. 10V 3/2.very fine to nediun sond, rcuncec to subraunded. lew .density, low plasticity, w e ! ! scrted, pocr I y graded, wetS^ ftNQ GRAVEL as above
SANQ W GRAVEL as :bcve w i t h :-:cs cf cxbles
SAND flNO GRAVEL cs above
Metcalf A Eddy Inc
PROJECT Gryy.lle Solvents LOG-OF GSS-flUlD
— LOCATION GrenviHe Chip COORD-N E(U) "PCS
DRILLING-CO
DRILLER r
_ PROJECT-NO
m INCGRDUNO-ELEV
RISER-ELEV
15 5&CQ
BOREHOLE-TD 37 J
DRILLING-METHODGEOLOGIST
BEGAN-ORILLINGEND-DRILLING«
•35 (I
;
• - 1 D O
• 5 5 0
• 3 D O
• SO
DEPTH(FT!
-501
-flffl -
«-
•
ax -
-
500 -
Mm—
SAffUiTpr
55
aouCOM
Cfi
Tinti y <= i
5. «. 5. 7
fiECOvorr(Feet)
-
—
1
pR
IIC*&
$i5f
DESCRIPTION
SWfl *NO 5RAVCL as =ccve
Sfttf *NG GRflVEL as cccve
ENO CF 5CRING AF j? 0 "
Metcair 4 Eddy Inc.
K A f\ I ——— PROJECT Gronv. lie Solvents t OG-OF GSS-flUll
1 1 jf 1— LOCATION Granville Oh.o nODRO-N 5323 89B01 EIUJ =063752%
1 ICAI ___ PROJECT-NO
DRILLING-CO HrtO. INC
DRILLER
016588 GROUNQ-ELEV 953 0500
RISER-ELEV
K RIBS BOREHOLE-TD 700
ORILLING-METHOD CHE 75/HSfl 1 1/1 BEGAN-ORILLING 12/1/95
GEOLOGIST nark Andrew END-DRILLING 12/5/35
H
- 5 0 0
• W O
• w o
• f f i O
•010
• ° S Q
DEPTH(FT)
O X -
'S 00 -
10 00 -
IS 00 -
-31 00 -
-25 CD -
-Tim—
SnTFLETYPT
cscs
cs
BLOUCOJNT
ORDRILLING
TUT
RECOVER*IFeetl
1 5* 3
3 0
s a
« 5
•* a
1 D
RECOVERY
taox801
6CX
100X
sex
eoi
PR
, i •/////pM
^'v/ ' ' ' '
%J;
flb" :-v^fl' 'V
ji *jj .'
i
DESCRIPTION
. TOPSOIL, SILrr loan, dork brown, tocsoil - black\10YR 2/1\ SILTY CLflr [CD, dcr^c brown w/101 grcvel, 20X send,
\1QYR 3/3, noist sediuffl soft, lew o lcs t ic i tySILTY CLV (CD, w/ZQt gravel. IB send, 1DZ s i l t .scft-med i ja, I ow-nec i UB p I ast i c i ty, no i st-wet, __^T sncd, stream at 1 5, 10TR 1/3, sit Tier at bass
5ITLY CL.^T material as sbove
^IL"V X4Y notertcl cs above
H^NC -'Sill -/crave! 1-S. 2QX soft, very fine grairec,Tic:sT--s: dark r-dCisn broun, ircn stctning
SANO cs cccve, HNU CccKoground, aoist zone at ifi-I?'
GRnVEL wi:n sand, [GUI. IQts i l t , cry, localizediron STCI^S, some cccbles
Y e l l o w i s h arawn sandy s i l t IflJ, 3QX sand and grcvei,k foca l izsc iron stains, dry to moist, sl ightly to\.TioderoTsiy friable, HNU backgrci:nd
\ SflNO (Sfli, ^/30S GRAVEL, ZOX si l t , pccriy sortsd,\compcctsc, tight
SILTT CLnr iai, 20S gravel. 1Q-15X sand, Firra, lowplosTic i " / , moist, dcrk reddish brown, refusal ot 30',
tletcalf A Eddy Inc
PROJECT Grcnvi Me Solvents L06-OF GSS-nuil
DRILLING-CO
— LOCATION Gronville Ohio
_ PROJECT-NO 015689
HnO INC_______________
COORD-N: a°9Qi EIUIGROUNO-ELEV «53 Q50Q
RISER-ELEV -
DRILLER X R.es BOREHOLE-TD 7QQ
DRILL ING-METHOD Ctt 75/HSft ^ :/< BEGAN-ORILLINGGEOLOGIST nort Andrew END-DRILLING 12/5/05
ffi
-an
- "150
- m o
-«.
• r e o
OtPTHITT)
-HOD-
'S 00 •
.
•
-HOD -
•
•
-
•
-SCO •
.in m—
SATRETYPE
SS
SS
SS
SS
SS
BLOUCOUT
ORDRILLING
Tint
18. 9a. 7
Z. 79. 12
7. a10, 15
U. 1010, 10
10. 109. H
\ \ +, 5
RECOVERY(feet)
i a
o s
0 2
i a
RECOVERY
sax
25*
zsx
75X
65X
PR
T
-» ,J «,jii|f\w ^vp
^dft *00
ji_ T*rt_ iJ
C^v"^^Ofl ~0*J
"J-s , f".
-C^Vw^J
^
,*i^ 'l''A. "" .
cV^5
DESCRIPTION
Sonple -/spi.tccon !2"1 5', GRAVEL IGH. k/30Jsend, freshly TcccTured, dry, friable
GRAVEL cs cbcve
GRAVEL as coove . fractured, dry
GRAVEL cs cbove
GRAVEL, cs coove, possible hint of worer
SAND [311. M/GRAVEL (50/501, some si l t . scTurcted
Hetcalf 4 Eddy Inc
M<oan*v ——— PHU
If — LOG
JC PRO
JECT Granvi 1 le Solvents I HR-OF GSS-flUll
ATION: Granville Oh.a CDORO-N 5323 89801 E(U) 50&3 ?52%
JECT -NO
DRILLING-CO HftO [NC
DRILLER
016688 GROUNO-ELEV 953 0500
RISER-ELEV
K Hies BOREHDLE-TD^ 700
DRILLING-METHOD CUE 75/HSft « i/1 BEGAN-DRILLING l?y-/qs
GEOLOGIST ricrlc Andrew
H
• raa
• B B O
• 9 0 0
• 3 7 5 0
• OTQO
• 8 6 5 0
ttPTHIfT)
-SO 00-
-&SQO •
7000 -
1500 -
aoco -
-EDO -
-qnm—
SWLETYPf
ss
ss
BLOUCOJN7
ORDRILLING
TIME
\ 1. f. 6
f. 9. 8. 7
RECOVER!tfeetl..
1 5
1 5
RECOVERYC X )
75X
75 X
PR
I
END-DRILLING 12/5/95
DESCRIPTION
SftNO cs ctcve, 1" fcecvs (5" in spooni
SANO :s stove
Auger to 75', QTTSXT 73 30«pi; 10' hecve
END 50HING rtT 70 3 ""
Metcalf I Eddy Inc
ri;DRILLING
DRILLER
DRILLING
GEOLOGIS
ELEV
• 500
• 5 f l O
• = 3 5 3
• 310
• 20
DEPTHITT)
000-
-5 00 •
1000 -
15 00 -
21 DO -
i-co
pnn
PRO
JECT Gronvrl le Solvents LOG-QF GSS-fllUZ
ATION- Grcnvillc Chto COORO-N 507319350 ElU) 723 131^3
JECT -NO
HAD WC
016oS9 GROUNO-ELEV 923 £&00
RISER-ELEV
T Broalev BOREHOLE-TD =5 0
-METHOD HolloNStsiAuaera BEGAN-DRILLING 10/12/95
T Becky Chavez END-DRILLING 10/12/95
SWLETYPE
cscs
cs
cs
cs
BLOUCOHT
DRILLINGTIHE
RECOVEHT(feetl
RECOVERYC% J
1CQX
zsx
c
0
pR
PI
'//<//?
; ! j ! i i• i ' : •
. ! , • !
$fty
I
fy$
4 *j4 &'^ftCPrt.
DESCRIPTION
TQPSOIL, 2 5Y 3/1, very dork grsy, S1TY CLAY, low picsTicity, neaiun^stiffness, rootzone. 1QYR 1/4 dork ys Newish brcnn' rr-s ^co:
SILT, orgcnics, 10YR V&, dcrV yet lcwsn brzwn, mois:
SILT n/,rir.e SftNO, 10TR 3/6, brcwmgn /sl lcw, crumbly, cry
SAND, lOTR 6/6, brownish ye II en, wellgrcSed, 15I-2CS grcvei. "nctl-rusT st-inmo, aoist
ND SE::ViSY, cccrse GRAVEL
Cccrse 3nAVEL, SAND, r'me to aediun, 1GTR V3, br~«n: rus:sTomi ?j ,10 is*
Cobbles m soccn, y e l l o w i s h brcwn het
SAND ANO GRAVEL, trace of fines, ye 1 lew isn brawn, we:
tletcalf i Eddy Inc
MX PROJECT Gronvi I le Solvents LQG-QF SSS-fWlZ
_ LOCATION 6-cnvil le Onto
_ PROJECT-NO Q166E8
DRILLING-CO HflO. INC
CODRO-N 5073 19350 EtUl *7?3 I8K-
GROUNO-ELEV %3 &&QO__________
RISER-ELEV
DRILLER T Bronley BOREHQLE-TD «5 0
DRILLING-METHOD Hoi loHstea ^cers ' BE CAN -OR ILL ING lO/lZ/SS
GEOLOGIST Bedty Chavez ENO-ORILLING 10/17/95
ELEVIf!)
- 2 0 0
• 9 1 5 G
- " inn
• 5 5 0
DEPTH(FT)
-BOO-
-35 EC -
StfRETYPE
i
HOD -
'
•
fiOD -
-
am -
su -
-
BLQUCOUNT
ORDRILLINGTint
RECOVERY(feet)
i
RECOVERY| (%)
1
PR
P
C ' iA-;:1 ;'
1 1
>9^'.'i-C^v^S
C?v$s
^u>.i^y
S>^8
^Sr*Pt "<$&
^iv^*^
*-J, *-J ^
Of V*. -
DESCRIPTION
5ANO, Troce cobbles, poorly graded, 10YR 3/1, very ccrk grsy, we:
Ccbbles, coarse SftND AND GRAVEL, 2 5T :/". 1 ighr o t t v s :r:wn, *e:
Coarse 3ANQ AND GfiflVEL, sone :abbles, wet
Cccrse SAND flNO GRAVEL, «t
GRILL TO TARGET CEPTH CF 95 FT, End cf bcring at =5'
Metcalf £ Eddy Inc Poge_Lof_l
M<- ———— PRO
If — LOG
JC PRO
JECT Grcnvi 1 le Solvents LGG-OF GSS-nU13
AT ION
JECT -NO
DRILLING-CO HAD INC
DRILLER T Bronlev
Grcnvi l fe Ohio nOORO-N 5Q75 OS366 E(IJ) ^B=5 1352^
016688 GRDLJND-ELEV ?16 1300
RISER-ELEV
BOREHOLE-TD 76 0
DRILLING-METHOD CrE 85/HSA < 1/1 BEGAN-DRILLING !?/&/<•$
GEOLOGIST Beckv Chovez
ELEVIff]
•30
• M O
• S O D
• 2 5 0
DEPTHITT I
O D D -
'S 00 •
1C DO -
ISO) -
aioo -
2500 -
T m—
SiWLETTPf
ss
ss
ss
55
SS
SS
55
SS
ss
ss
ss
ss
ss
ss
ss
BLOUCOUNT
ORDRILLINGTire3. 5, 12. 9
3. 1. -. 6
Z. 1. 5. S
Z. Z. Z, «
2, 3. S, S
3. 5. 6. 9
3, 11. 8. 8
8. 710. 12
2. 7. 9. 9
Z. Z. 8. 9
6. =, - 5
\ \ 11. 1
S. 5. S. 7
1C. 11. ID
5. 9. 1C. 1
i t T in
RECOVERY(feet)
12"
1Z"
6"
B "
6"
12"
1Z"
12"
12
6"
19"
12"
IB"
) 12"
t-
END-DRILLING 12/7/95
RECOVERY
50X
10CX
zsx
2SX
50X
5QX
501
sex
251
75 X
SQS
75 X
5CS
PR
\
nt$$
DESCRIPTION
rOPSCIL, SIL'T '^LAY pebble, low density, nediuiplasticity, i tt le cooble Trcgtents, subraunded,7 5TR j/3, dcr'< brcwn, ioistSlL:r 2.flT Kmctsric! as
Scue icteric
Scne ^ctsno
D. 7 5TR 6 Ssrnng brcwni, somecove
cs cbove
cs cbove
SANC ANO GRflfEL tGPI. iOYfi :/- ye l l cw i sn brcwn,Tine TC nediun, subrcunded :c rcundea. ruststaining, dr^ScfflS -icterial cs cbave, dry
Scne icteric
SD-RC icTsno
Scne icteria
cs cbove, dry
cs cbcve, dry
as cbove, acis:
Scffle later ic | cs cbove, MB:
Scr.e later i a
Seme icteric
Scse icteric
Seme icteric.
Seme mater ic S
cs cbove, *e*. seme cccble r"rograents
as above, Met
cs above, wet
cs above, wet
as above, wet
Metcolf t Eddy Inc oT_l_
rcDRILLING
DRILLER
DRILLING
GEOLOGIS
Bff
• 2 0 3
•9150
• W O
• U 5 3
• mo
• reo
DEPTHIFT)
-HDD—
-EX -
-flQO -
-fiOD -
-50 DO -
-5500 -
i-co
PRH
_ LOG
PRO
JECT Gronville Solvents 1 flR-OF GSS-nU13
ATION Granville. Ohio CHORO-N 5075 0936& E(U) fl«5 13521
JECT-NO
HftO. INC
Dl&cS8 GRDUND-ELEV ?1& 1300
RISER-ELEV
I Bromley BDREHOLE-TD 7& Q
-METHOD CUE 55/HSA 1 1/1 BEGAN-DRILLING 12/6/95
T Secxv Chovez END-DRILLING 12/7/qs
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
BLOU
nSCIsTIHE
i t 7 in
3. 8
e s
10. 10
I. 9, S. 7
2. 7. 9. 7
2. 1. *. &
3. 5. S. a
3. 5. 5. 5
2. -T S. 5
flECOVERTIFeetl
C"
13"
IB"
5"
5"
&"
6"
6"
RECOVERY
sax
75X
751
sax
2SX
zst
251
zsx
25*
PR0I
C^Jt •**•*_ J^O \o
^ytf ^y
"*yfi W^/^jUcO
f*WfT^r/k
l/ "ib.4fe.
DESCRIPTION .
\ Seme flGtEfai 25 cbcve, drySame material 25 ccove, wet
Seme notenci 35 cbove, wet
Seme itcTenc: cs ccove, wet "^^
Some natsrtai 35 cfaave, act
Scnie noTsrisi cs cccve, wet
Scne meter ici cs ±cve, we:
SANG *NO Gn^VtL (GP). w e l l grcded, pccrly sorted,_? 5^R 1/1, dcrit crry, sucrcuncea to SLcangulcr, fineto cccrse sc'C. iccse density, wet
Seme actsnci cs cccve, wet
Seme uatericl as cbove, wet
Seme meter iat as above, wet
tletcolf A Eddy Inc PogeJLofJL
itDRILLING
DRILLER
DRILLING
GEOLOGIS
m
- rani
L aoc n
• 3 8 0 3
•ff i l
- 8700
• K O
DEPTH(FT)
-M03-
7000 -
•
•
300 -
•
3001 -
-
3500 -
*i m—
P m
V ~ LOC\ PRO
-cor
JECT Grcnvi lie Solvents 1 HG-OF ffiS-HUH
ATION
JECT -NO
HftO INC
Grcnvi e Ohio CDDRD-N 5075 M3&& EIUJ "8=51352^
016638 GRQUND-EXEV 316 ^300
RISER-ELEV
Bromley BDREHGLE-TO 76 0
-HETHOO CflE 85/HSfl 4 l/< BEGAN-DRILLING 12/6/95T Beckv Cbovez END-DRILLING 12/7/95
awtETYPE
ss
ss
BLOUCOUNT
OflDRILLING
TIHE
3, 1. 3. 5
B. 5. i. ^
6, 3
RECOVDTf(feetl
2
S"
6 •
RECOVERY
101
ZSI
Z5I
PR
I
§
It
IS~x WJJtl/4^3.J jtf-1*
^5^5
DESCRIPTION
y SAND ftNO GRAVEL (GP), w e l l graded, poorly sorted,\ 7 5YR 1/1, dorit gray, subrcunded to subongulcr, Ttne\tocaorsesand, loose density, MBT
Sane nctertal C3 above, wet
Sane iwjtenal ss above, *e:
Same notsnal zs above, *et
-
Some noTsnal as coove «t
ENO SORING flT 76 0 FEET
Metcalf i Eddy Inc
rcDRILLING
DRILLER
DRILLING
GEOLOGIS
ffl
• B J O
• M O
• M O
• S O
• B O O
- 2 5 0
DEPTHIFT1
a m -U JU
-5 ED •
-1000 -
-1500 -
-ax -
-SOD -
"1 1 — ™? _ ,cX PRO
JECT Gronvil le Sal vents LOG-OF GSS-P3
ATION: Gronvt le. Ohio CGORD-N 5Q06 92502 EEU) 3^1318387
JECT-NO
-CO HAD INC
016£S8 GROUNO-ELEV 3J6 OflQO
RISER-ELEV
K RIBS BOREHOLE-TD =30
-METHOD CUE 75/HSM 1/1 BEGAN -OR ILL ING LI/29/<35
T to* Andre- END-DRILLING il/29/<35
SWLETYPE
ss
cs
cs
cs
ss.
ss
ss
ss
ss
«c
BLOWcawOR
DRILLINGTIHE
< 5. *. ^
1. 3. 1, 1
^. 6, ^. ^
•*. 3. 5. S
S. 5. T
«: 6. 6 T
RECOVERT(feet)
s a
0
i'
0
IB"
12"
12"
1Z"
12"
IB-
RE03VERTC % 3
loot
ox
2SX
OX
01
75X
SDK
50 X
50X
7SX
PR
?I
WM, ; 1
' i
I
! i. i
#$3&i-iMfl
|
C*S^w$A•A A
A Apr
DESCRIPTION
rOPSQIL, dork brown, SILTT M (CLJ. 10Xs^gravel, low plasticity, sort
SILT irii w/SflNO 101, yel low.sh brcwr. soft,non-plcs:ic. aotstSILT cs :ccvs
SAND (S^! w/SILT, nan-ptostic
HOIST, isdiuni reddisn brcwn, crcdes t: GRAVEL,\grsy n/S^NO 2QX, and s i l t 3Qf
fls abovs. grovel (Gfll. w/ZQS send, *CJ5il t
SflNO (311 M/1QX Sn raecium gravel, 2C: silt, poariysorted, subrounded, dork gray, mediun loose, fncbls,soturctec, dcrit grey, 2 5TR 2/1
SANG iSfi; coarse, w/^OS SH grovel, 5-;GS silt,saturais:, fncble, lease
SANQ, mecimi (5(1), heave L* at base zr oravelfe l l cu: of" somoler w e l l sorted, 1C* yl gravel,s i l t y c: :oae, loose, fncbie, soturcTsd
SflNO as :oove
GRAVEL (Gfll, SB-medium, groined, *QX medium sand tSfl),loose, friable, heave ?', dr i l l base :a 28, retncvs.sampler Z ' -Q fine
SAND (S"l IQSsi l t , loose, friable, possible heaveshoe - send (SH1, 201. SI gravel w/lQ-ZOX silt-clay,t ight ly cccVed into sonoler shoe
Metcalf A Eddy Inc.
rcDRILLING
DRILLER
DRILLING
GEOLOGIS
W
• a o
•1150
•3100
• f f i O
• T O O
• K G
DEPTH(hi
-3)00-
35 DO •
HDD -
500 -
5000 -
SOD -
jji m—
V ™V ~ Lac\ PRO
JECT Gronv. lie Solvents LOG-OF G3S-P1
ATION GranviMe. Ohio - CDORO-N 5006 S2S02 EIU3 3913 19387
JECT -NO
-CO HftO. INC
01&688 GROUNO-ELEV 9Q& 0800
RISER-ELEV
X fl.es BOREHQLE-TO 580
-METHOD CUE 75/HSA 1 1/1 BEGAN-ORILLING 11/29/95
T nor* Andrew END-DRILLING 11/29/95
&wuTTPT
<!<;
SS
ss
SS
eiouCOUNT
ORDRILLING
TIh£:c t f. 7
2. 1 6. 5
-. 7, B. S
RECOVERY(reel)
ift"
18"
18-
REOJVERTC % )
Tftl
75 X
75J1
PR
?I
II«War^^V«.(TlJJioa^^ocJ^S
c^&5^
DESCRIPTION
SWO ISftl, IQXsilt, lease, frrcble, possible heav-shce - sand [Sfll, ZQX, 3M gravel w/10-201 silt-clcy,ticntly packed into soapier shoe
1 *' necve Trom previous fun
SWfl ftND GflflVEL (Bl/Sfll. 101-15: si IT. vcries, pocryscr:;d, f irm m s i l * y zones, Fncbls in open zones
1 3' very fme SflNG [heovsl. I send Sfl H/grsvel iCnlF:n. 101-151 cloy
S^NO i'Sfll, medrum-rrne grained, possibly heove. iccss,scT'j~3Tsd, paor recovery
S*NO cs above, heave, sand and gravel frcn shoe indicativeof scoHy sorted grave! &1 w/sond and silt, trace cfay
SAND as above, drt 1 1 mg sond and gravel
3' heave, SAND AND GflnVEL in sncc
fletcalf A Eddy Inc Poge-J_oT 2-
fl;ORILLINC
DRILLER
ORILLINC
GEOLQGIS
ELEY
• 3 8 5 3
• f f i ]
•m:
• K O
DEPTH(FT1
-ain-
-550) -
-331 -
•
-331 -
•
-530 -
• - ——— PROJECT Gronv. lie Solvents LHR-QF GSS-P3
V - LOC
>C PRC
i-CO HAD
:ATIONJECT-NO
INC
Grcnv!!Ie Ohta CDDRO-H: 5006=2502 EIU1 3912 19H7
Ol&oca GROUNQ-ELEV <£& 08CO
RISER-ELEV
R i es BOREHOLE-TO SS Q
-METHOD C"E 75/HSA ^ I/" ' 8EGAN-ORILLING 11/29/95
T Pen flncrw ENO-ORILLING 'V29/95
SWLTTYPf
810UCOUNT
ORDRILLING
TlflE
RECOVEHT(feetl
RECOVERT
PR
P
fcgig!
j^^WjK
\r*t& "W\Jt 'OJjfc •
f\<*& w&
DESCRIPTION
3' heove, SANQ ,WO GRAVE, in snce
SANQ ftNQ GHAVr. cs ±cve, 2 5'
£NO 60RING M =5 Q FEET
.
fletcolf 4 Eddy Inc.
rcDRILLING
DRILLER
DRILLING
GEQLOGIS
ffi
• S O
•«fl
• WIO
• 5 3 5 0
• 0 3 0
• E D
DEPTH(FT)
Q Q D -
-50D -
-10 OD -
-15 00 -
-21 DO -
-50D -
- ———— PRO
v LacJECT Grsnvi l te Solvents LQG-QF GSS-P4
ATION Grnnvi le Ohio COORO-N 5286 B7<8Z E(U) 356577073
.X PROJECT-NO
-CO HAD INC
D1&&88 GROUND-ELEV 907 13QO
RISER-ELEV
K Reis 80REHOLE-TO 370
-METHOD Ctt 85/HSA < 1/4 BEGAN-ORILLING 12/8/95
T flank Ancr* ENO-ORILLING 12/3/05
StffLETYPE
cs
BLOUCOJNT
ORDRILLING
Tilt
RECOVER*IFeetl
z -
5'
5 J
3'
Z '
Z'
RECOVERYC % 3
iaax
IQOK
1CQX
&ai
^ox
1GX
tax
PR0
I
1 1 1 ii1!ii 1
! il
; !1 i
| ] i
^'c$$$&
DESCRIPTION
18" TOPSOIL, SILfT LOAtl [flLl dxk brcwn r'irra, demo10YR3/2SILT (fILl 20X clay, fin, dense, dork reddish brcwn,
\w/groy, mtTling, damp, blcchy textursSane material as cbcve
SILT (fill, 201 clcy. ccrk grey, satursted
SANO (Sni, 101 Sn, grave 1. 101 silt, leaks f nab Is,iron staining at s i l t cantcc:
SrtNO [Sni, 301 gravef, ID: s i l t
Sane acttnoi as above
Scne sateriol as above, less gravel
tore GRftVEL, swcbbed sand, S' m pull mo, 27-32 sampler,go to sol i tspoons
Metea If £ Eddy Inc PogeJ_cf J.
n<iDRILLING-CD
DRILLER
nnn
— LOC
PRO
JECT GronviM- Solvents LOG-OF GSS-M
AT ION Grwvi l ie. Ohio CDDRQ-N: 528697*182 EIU1 35&5 77073
JECT -NO
HnO. [NC
Glȣa8 GROUNO-ELEV 907 L30Q
RISER-ELEV
K Re is BOREHOLE-Tn 370
DRILLING-METHOD CflE 85/HS* « i/« BEGAN-DRILLING 12/8/95
GEOLOGIST ricrk Andrew ENO-ORILLING 12/H/°S
«
- 2 0 0
• 9 1 5 0
• 9 1 0 0
• 9003
• rao
DEPTHIFTI
-33TO-
-35 DO -
•
-flOO •
-too -
-a DO •
-5500 -
SWLETYPE
BLQUGOUT
ORDRILLING
TIKE
RECOVER
—— PROJECT Grnnvills Solvents
— LOCATION Grenville Ohio
_ PROJECT-NO 016688
LOG-OF SSS-P4
COORO-N 5Z9S EtU)
ORILLING-CO Hffl INC
DRILLER __j(
GROUNO-ELEV
RISER-ELEV
BOREHOLE-TO
=0? 1200
DRILLING-nETHOO Cft 85/HSft 1 {>
GEOLOGISTBEGAN-DRILLING __END-DRILLING :?/o/«
ELCVif!)
DEPTH(TT1
-5300-
^&£TTPTBLOUawOR
CRILLD6Tint
RECOYERTIfeetl
RECOVTRT DESCRIPTION
-&5CD i
-?DOO -
-7SDO
1-8153-ED DO -I
-EDO -
•UCD-
51 c:bbles. 301Scoe laterIQI as above
3WC *NG SiftVEL. cucsr to 72 set -el
[NO SORING AT 55 0 FEtT
fletcalf i Eddy Inc PcgeJ_of_L_
Appendix C
APPENDIX CMONITORING WELL CONSTRUCTION DIAGRAMS
MONITORING WELL CONSTRUCTION PROJECT:Granvflle Solvents
JOB NO.016688
WELL NO.GSS-MW1
DRILLING CONTRACTORHAD. Inc.
COORDINATES: N: 5422.25205 E: 4431.18858BEGUN: 12/8/95
FINISHED: 12/8/95
SUPERVISORDRILLER:
-^ Andrew
K< Rjes
WELL SITE:
In front of 419 Maple Street
WATER LEVEL DEPTH/ELE'
953.7000
REFERENCE POINT & ELEVATION:
-PROTECTIVE CAP•GROUND SURFACE
' :*«——BOTTOM OF SURFACE CASING
JRFACE CASING DIAMETER:TYPE:
TOP OF RISER CASING
-BACKFILL GfOUt
- «t" -RISER CASING
TOP OF SEAL
TYPE: Slurry
DIAMETER; 2"TYPE: Schedule 40 PVC
ANNULAR SEAL Bentonite
BOTTOM OF SEAL
-TOP OF SCREEN
TYPE: Slurry
-FILTER MATERIAL Sand
SCREENDIAMETER: 2
OPENING WIDTH: 0 10
TYPE: #7
TYPE: Schedule 40TYPE: PVC
•BOTTOM OF SCREEN
•BOTTOM OF HOLE
DEPTH INFEET
ELEV. IN
56.0
62.0
66.0
86.0
86.0
COMMENTS:
METHOD DRILLED: 4.25" I.D. hollow stem auger
METHOD DEVELOPED:
MONITORING WELL CONSTRUCTIONDRILUNG CONTRACTOR-
HAD. Inc.
PROJECT' inR NO WELL NO.PHUJbUI Granvilte Solvents J 016688 GSS-MW3COORDINATES: N; 4963 20231 E: 4995.67206
BEGUN: 12/18/95 SUPERVISOR: WELL SITE: WATER LEVEL: DEPTH/ELEVB. Chavez
FINISHED: 12/18/95 DRILLER: K Rjes Approximately 6 feet east of GSS-MW3D 914.2900
REFERENCE POINT & ELEVATION:
^ -PROTECTIVE CAP ^--GROUND SURFACE
!*I xXXXXXXI
METHOD DRILLED
METHOD DEVELO
EX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
—
•
-
———
—-
f»( X JC X >
•C X >< X >K X >K X >< X >< X >K X >•C X >< xd
< X )J< X X< X >
"t"X >X >X >X >X >X >X >
8>§5I
HOLE DIAMETER
-«— 6" -*•
4,25" I.C
?ED:
c xjc xJ
• *f —— SURFACE CASING DIAMETER:£ d TYPE:
t ..ccc ,
- t— TOP OF RISER
: h« —— BOTTOM OF
1 —— BACKFILL: G
-RISER CASING
4 —— TOP OF SEAL
—— ANNULAR SEAL
« ——— BOTTOM OF S
—TOP OF SCREEN
—— FILTER MATERI
-SCREENDIAMETER
OPENING WIDTH
—BOTTOM OF SCR
< —— BOTTOM OF
). hollow stem auj
CASING
SURFACE CASING
rout TYPE: Slurry
DIAMETER: 2"TYPE: Schedule 40 PVC
Bentonite TYPE: Hole Plug
JEAL
AL: Sand TYPE: #7
: 2" TYPE: Schedule 40- 0.10 TYPE: PVC
EEN
HOLE
COMMENTS:
jer
DEPTH INFEET
26.0
29.0
32.0
42.0
42.0
ELEV. INFEET
MONITORING WELL CONSTRUCTION PROJECT: Granvjlte 3^^ J°B NO oiseae WtGSS?MW3D
DRILUNG CONTRACTOR: RAD ^ COORDINATES: N. 4965 22Q25 E: 4981 09210
BEGUN: 12/14/95 SUPERVISOR: WELL SITE: WATER LEVEL DEPTH/ELEVJ. Stevenson
FINISHED: 12/15/95 DRILLER: K Ries A|ong bike path under Cherry St. bridge 914.2500
REFERENCE POINT & ELEVATION:
x ——— PROTECT! VE CAP ^_ GRQUND SURFAC£
I"I*1 X
\xXXXXXI
METHOD DRILLED
METHOD DEVELO
LX XX X
X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
• ' ' •'••
—
-
———-^——
• •• •
3*< X >« X >< X >< X >< X )< X >< X >< X )< X J< X 5< XJ< n< X J< X )< X )
*"< X J< X >< X 5< X >< X >< X >< X )
x^vv*
x«rSfSt^
*-
tr-
•*"
HOLE DIAMETER
-*- 6" -*•
: 4.25" l.[
RED:
t xl< xJ( Xf
- « —— SURFACE CASING DIAMETER:c x] TYPE:
« '
- H— TOP OF RISER CASING
: ifl —— BOTTOM OF SURFACE CASING
1 —— BACKFILL: Bentonite TYPE: SlurryQuick Gout
-RISER CASING DIAMETER: 2"TYPE: Schedule 40 PVC
4 —— TOP OF SEAL
— ANNULAR SEAL: Bentonite TYPE: SlurryQuick Gout (very thick
« —— BOTTOM OF SEAL mix)
—TOP OF SCREEN
—— FILTER MATERIAL: Sand TYPE: #7
-SCREEN „DIAMETER: 2 ^p^. Schedule 40
OPENING WIDTH: 0.10 TYPE: PVC
— BOTTOM OF SCREEN
U —— BOTTOM OF HOLE
DEPTH INFEET
69.0
79.0
83.0
103.0
103.0
ELEV. INFEET
COMMENTS: Due to volume of water in augers, a bentonite slurry was used.. to place a seal on top of the sand pack. A benton te grout was
}, noiiow stem auger ^m pumpe<j on top Of e sea] using a ^emrn\e line.
MONITORING WELLCONSTRUCTION PROJECT:Granville Solvents
JOB NO. „ ffoa016688 WELL NO.GSS-MW4
DRILLING CONTRACTOR: ..,_ ,HAU, Inc. COORDINATES: N:5132.12276 E: 5183.91812BEGUN: 11/30/95
FINISHED: 11/30/95
SUPERVISOR: M.Andrew
DRILLER: K. RieS
WELL SITE:
Munson Street
WATER LEVEL: DEPTH/ELEV
925.1200REFERENCE POINTS ELEVATION:
TOP OF RISER CASING: 1357.40
GROUND SURFACE
SURFACECASING DIAMETER:
TYPE:
BOTTOM OFSURFACE CASING
BACKFILL: Bentonite
RISER CASING
TOP OF SEAL
ANNULAR SEAL; Bentonite
BOTTOM OF SEAL
TOP OF SCREEN
FILTER MATERIAL: Sand
SCREENDIAMETER: 2"
OPENING WIDTH .010
BOTTOM OF SCREEN
BOTTOM OF HOLE
TYPE: Slurry
DIAMETER:TYPE:
TYPE: Slurry
TYPE: 20/40
: PVC^YpE: Scheduled
DEPTH INFEET
34.0
36.0
38.0
48.0
50.0
ELEV. INFEET
METHOD DRILLED: 4.25 inch I.D. HSA
METHOD DEVELOPED:
COMMENTS:
Metcalf&Eddy
MONITORING WELL CONSTRUCTIONDRILLING CONTRACTOR:
BEGUN: 12/04/95 SUPERVISOR: WB. Chavez
FINISHED: 12/04/95 DRILLER: J Bromley
PROJECT: JOB NO. m«afl WELL NO.Granville Solvents 016538 GSS-MW5
COORDINATES: N; 5335.04940 E: 4824.69191
ELL SITE: WATER LEVEL: DEPTH/ELEV
On the property lina betW9en 327 and 331 qgg 5400Maple Street
REFERENCE POINT & ELEVATION:
> —— PROTECTIVE CAP ___ GROUND SURFACE
I xXXXXX1
METHOD DRILLED
METHOD DEVELO
LX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
™
^
_
———-*———.
»c x •>C X >< X ): x tt x •>< X tC. X )t X t* X 5If X >
t JO* X >< X )< X >
*"< X t< X )k x y< X J< X >
C X )( X >
30?So£'SAtxVC&>vS<StV^ry\vV^x>.
?*
4.25" I.C
PED:
C xi
I?- * —— SURFACE
c
- 4— TOP OF RISE
: b| —— BOTTOM C
I —— 3ACKRLL:
-RISER CASING
4 —— TOP OF SEA
—— ANNULAR SEA
4 —— BOTTOM OF
—— FILTER MATE
-SCREENDIAMETE
OPENING WID7
— BOTTOM OF SC
* —— BOTTOM O
). hollow stem a
CASING DIAMETER:TYPE:
R CASING
)F SURFACE CASING
Grout TYPE: Hole Plug
DIAMETER: 2"TYPE: Schedule 40 PVC
L
U: Bentonite TYPE: Slurry
OE/^L»
RIAL: Sand TYPE: #7
R: 2" TYPE: Schedule 40H: 0.10 TYPE. PVC
REEN
FHOLE
COMMENTS:
jger
DEPTH INFEET
67.0
68.7
78.7
79.0
ELEV INFE=T
<
MONITORING WELL CONSTRUCTION PROJECT Grange Solvents JOBNO 016688 WtUGSS.MW6DRILUNG CONTRACTOR: ^ ^ COORDINATES: N. 53^^ E: 4647.659.34
BEGUN: 1 2/06/95 SUPERVISOR: WELL SITE: WATER LEVEL: DEPTH/ELEVM. Andrew
FINISHED: 12/06/95 DRILLER: K. ReiS In front of 399 West Maple Street 961.4600
REFERENCE POINT & ELEVATION:
^^PROTECTWE CAP ^-GROUND SURFACE
P'I xXXXXx
' ' XI
METHOD DRILLED
METHOD DEVELO
L
X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
HOLE
RED
. — — .
•«
—— -
———-*——
»( X >( X >< X >< X )< X )< X >< X >< X >< X J
X )
«< X >< X >
X >
«"X >
< X )< X >< X >< X »< X >< X »
5£XX
vS?
<2
itr
%&
p^
«*
DIAMETER
6" -»-
4.25" l.[
C X}c xjC Xf
- « —— SURFACE CASING DIAMETER:< d TYPE:r
- 4— TOP OF RISER CASING
: l« —— BOTTOM OF SURFACE CASING
1 —— BACKFILL: GfOUt TYPE: Slurry
-RISER CASING DIAMETER: 2"TYPE: Schedule 40 PVC
4 —— TOP OF SEAL
— ANNULAR SEAL: Bentonite TYPE: Slurry
4 ——— BOTTOM OF SEAL
—TOP OF SCREEN
—— FILTER MATE RIAL: Sand TYPE: 20/40
-SCREENDIAMETER: 2 -^PE. Schedule 40
OPENING WIDTH: 0.10 TYPE: PVC
— BOTTOM OF SCREEN
* —— BOTTOM OF HOLE
COMMENTS:
}. hollow stem auger
DEPTH INFEET
62.0
65.0
70.0
80.0
85.0
ELEV. INFEET
I
MONITORING WELL CONSTRUCTION PROJECT:Granville Solvents
JOB NO. niltefljl°16688 «GSS-MW7DRILLING CONTRACTOR:
HAD, Inc.COORDINATES:
N. 4980 11222 E: 4870.87557
BEGUN: 12/05/95
FINISHED: 12/05/95
SUPERVISOR:
DRILLER:M. AndrewK Rejs
WELL SITE:
bike path east end
WATER LEVEL: DEPTH/ELEV
914.9600
REFERENCE POINT & ELEVATION:
PROTECTIVE CAP GROUND SURFACE
fV 1 RISER CASING
TOP OF SEAL
URFACE CASING DIAMETER:TYPE:
TOP OF RISER CASING
-BOTTOM OF SURFACE CASING
•BACKFILL: GrOUt TYPE: Slurry
DIAMETER: 2"TYPE: Schedule 40 PVC
ANNULAR SEAL: Bentonite
BOTTOM OF SEAL
TOP OF SCREEN
•FILTER MATERIAL: Sand
SCREENDIAMETER: 2
OPENING WIDTH: Q 10
•BOTTOM OF SCREEN
TYPE: Pellets
TYPE: 20/40
TYPE: Schedule 40TYPE: PVC
MOLE DIAMETER**— 6" -*"
•BOTTOM OF HOLE
DEPTH INFEET
2.0
15.0
17.0
37.0
37.0
ELEV. INFEET
COMMENTS:
METHOD DRILLED: 4.25" I.D. hollow stem auger
METHOD DEVELOPED:
MONITORING WELL CONSTRUCTION PROJECTGranvilte Solvents JOB NO- 016688 WELL. NO
i^CC
ILLJNG CONTR> ORHAD, Inc. COORDINATES: N: 5173.51511 E: 4107.19201
BEGUN: 12/07/95
FINISHED: 12/07/95
SUPERVISOR:
DRILLER:M. AndrewK. Reis
WELL SITE:
Along bike path - west end
WATER LEVEL OEPTH/ELE
917.260CREFERENCE POINT & ELEVATION:
PROTECTIVE CAP
DEPTH INFEET
•GROUND SURFACE
URFACE CASING DIAMETER:TYPE:
ELEV. INFEET
TOP OF RISER CASING
BOTTOM OF SURFACE CASING
BACKFILL:
ISEH CASING
TOP OF SEAL
ANNULAR SEAL: Bentonite
BOTTOM OF SEAL
TYPE:
DIAMETER: 2"TYPE: Schedule 40 PVC
. Slurry/ Hole Plug
TOP OF SCREEN
FILTER MATERIAL:
SCREENDIAMETER: 2"
OPENING WIDTH: 0.10
BOTTOM OF SCREEN
BOTTOM OF HOLE
METHOD DRILLED: 4.25" I.D. hollow stem auger
METHOD DEVELOPED:
Sand TYPE:
TYPE:TYPE:
20/40
Schedule 40PVC
25.0
28.0
38.0
38.0
COMMENTS:
MONITORING WELL CONSTRUCTION PRGJECT: Granvate ^ **NO 0,6688 WL^UWC
DR,LUNG CONTRACTOR: HAD_ ^ COORD,NATES: N:5091.17967 E:4o96.87938BEGUN: 11/29/95 s
FINISHED: 11/29/95 C
UPERVISOR: WELL SITE: WATEn LEVEL- DEPTH/ELEVB. Chavez
RILLER: T Bromley In grass next to water treatment plant 917.2600REFERENCE POINT& ELEVATION:
. —— PROTECTIVE CAPf ft —— GROUND SURFACE
\*I*\*\*x
xXXX\
METHOD DRILLED:
METHOD DEVELOP
L
X VX V
X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
— ^^
-«
—•• •«
——
—
——
•
""( X )e x >C X )t X )C X )C X )C X )C X >C X >C X J[ xj-C XC X )C X }[ X )
W"C X >C X )C X >C X 1
X )X >X )
81*i
HOLE DIAMETER«•— 6' -*•
4.25" I.D
ED:
c xi - ————c xJ( Xf
• W —— SURFACE CASING DIAMETER:c 3 TYPE:
If
• J— TOP OF RISER CASING
. ^ —— BOTTOM OF SURFACE CASING
1 —— BACKFILL: Grout TYPE: Baroid (slurry)
-RISER CASING DIAMETER: 2"TYPE: Schedule 40 PVC
4 —— TOP OF SEAL
— ANNULAR SEAL: Bentonite TYPE: Baroid 3/4"Pellets
4 —— BOTTOM OF SEAL
-TOP OF SCREEN
—— FILTER MATERIAL: Sand TYPE: #7 Baroid
SCREENDIAMETER: 2 TypE Schedule 40
OPENING WIDTH: Q.10 TYRE: PVC
-BOTTOM OF SCREEN
I DEPTH INFEET
21.0
25.0
27.0
37.0
37.0
ELEV. INFEET
•i
« ——— BOTTOM OF HOLE ————————————— - - -
COMMENTS:
hollow stem auger
MONITORING WELL CONSTRUCTION PROJECT: Gra™,te solvents JOBNO oieeea W&LGS°S-MWIO
DRILLING CONTRACTOR: ^^ COORDINATES: N: 51 53.92439 E: 4008.41 076
BEGUN: 11/30/95
FINISHED: 11/30/95
SUPERVISOR: WELL SITE: WATER LEVEL: DEPTH/ELEV
DRILLER: j Bromley corner p g 916.8600
REFERENCE POINT & ELEVATION:
^^PROTECTIVE CAP -GROUND SURFACE
I*t x
l«XXXXXI
METHOD DRILLED
METHOD DEVELO
LX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
•
-•
—— •
——
—
-*——
•
4*X J
< X )< X )< X )
X JX )X )
< X JX )X >x :xTX 1X )X >
X 1< X )< X »< X >< X >< X )< X >
xS1m
&
4-
HOLE DIAMETER
: 4.25' l.(
RED:
$- *) —— SURFACE CASING DIAMETER:< A TYPE:
c
- 4— TOP OF RISER CASING
s i| —— BOTTOM OF SURFACE CASING
1 —— BACKFILL: Grout TYPE: Baroid Quick Grout
-RISER CASING DIAMETER: 2"TYPE: Schedule 40 PVC
4 —— TOP OF SEAL
— ANNULAR SEAL: Bentonite TYPE: Baroid 3/8"
* —— BOTTOM OF SEAL
—TOP OF SCREEN
—— FILTER MATERIAL: #7 Sand TYPE:
-SCREENDIAMETER: 2 -^p^ Schedule 40
OPENING WIDTH: Q.10 TYPE: PVC
—BOTTOM OF SCREEN
DEPTH INFEET
25.0
27.0
37.0
37.0
ELEV. INFEET
* —— BOTTOM OF HOLE
COMMENTS:
D. hollow stem auger
MONITORING WELL CONSTRUCTION PnoJECT: Granviite Solvents JOBNO oieees WELLGSS-MW11
DRILUNG CONTRACTOR: HAQ ^ COORDINATES: N. 5323.89801 E: 5063.76296
BEGUN: 12/5/95
FINISHED: 12/5/95
SUPERVISOR: WELL SITE: WATER LEVEL: DEPTH/ELEVM. Andrew
DRILLER: K Rejs Corner of West Maple and Palmer Lane 953.05
REFERENCE POINTS ELEVATION:
X —— PROTECTIVE CAP y—— GROUND SURFACE
I111 xXXXX
". - xX\
METHOD DRILLED
METHOD DEVELO
CX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
— — — .
-
,_ — -
———-^——
MIIMM^*
4tX )X >X )X )X JX )X )X )X )X >X "•alX >x •>X )
«"X )X )X >X )X >X )
X )
^1s
^
HOLE DIAMETER
^— 6" -*•
: 4.25" 1.
PED:
c x}
\yW —— SURFACE CASING DIAMETER:r3 TYPE:( M
tECCL — TOP OF RISER CASING
fc* ——— BOTTOM OF SURFACE CASING
I —— BACKFILL: Grout TYPE: Slurry
-RISER CASING DIAMETER: 2"TYPE: Schedule 40 PVC
4 —— TOP OF SEAL
—— ANNULAR SEAL: BeHtonite TYPE: Pellets
4 —— BOTTOM OF SEAL
—TOP OF SCREEN
—— FILTER MATERIAL: Sand TYPE: 20/40
-SCREENDIAMETER: 2 JYRE; Schedule 40
OPENING WIDTH: 0.10 TYPE: PVC
—BOTTOM OF SCREEN
DEPTH INFEET
56.0
59.0
63.0
73.0
75.0
ELEV. INFEET
^ —— BOTTOM OF HOLE
COMMENTS:
D. hollow stem auger
MONITORING WELLCONSTRUCTION 5ROJE
DRILLING CONTRACTOR: . . ._ , COORHAD, Inc.
BEGUN: 12/1/95
FINISHED: 12/4/95
SUPERVISOR: B. Chavez
DRILLERA T. BromleyREFERENCE POINT & ELEVATION:
? xXXX
X,x
^L_l[ X >C X Jt X >C X >[ X >: x >t x >C X 5C X >C X >( X >C X >C X >C X >[ X >: x •>c x >C X >C X >t X >e x »[ X >c x Jc x >c x >( X >C X >C X >C X >C X »[ X >C X >
1
;?&
————
-
———
J
X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X-X XX XX XX X*-*•X XX XX XX X
*s?svv1/V"1vv§s5$X88w
•;:s|wn
Cf : JOB NO. WELL NOGranville Solvents 016686 GSS-MWK
DINATES: N; 5073^9350 £; 4723,18143WEa SITE: WATER LEVEL: DEPTH/ELEV
Approximately 5 feet east ofroad entering site and 5 feet North of 923.6600MW-2
, — TOP OF RISER CASING:
^ —— GROUND SURFACE
SURFACECASING
JU _ ou\ lOMOF
DIAMETER:TYPE:
SURFACE CASING
•^ ———— BACKFILL: Grout TYPE:
^ ^™^ ™ *"™ riio t H OMoINo TVDC1 v*ScH^dulfi 40 PVC
-^ ——— TOP OF SEAL
| ——— ANNULAR SEAL: Bentonrte Slurry TYPE: Baroid
^ —— BOTTOM OF SEAL
1 ——— TOP OF SCREEN
< —— FILTER MATERIAL:
——— SCREENDIAMETER: 2'
OPENING WIDTH 0.20
HOLE DIAMETER" —"«"»«• ••— -
TYPE: #7 Sand Baroid
TYPE: PVCTYPE: Schedule 40
DEPTH INFEET
63.0
75.0
77.0
97.0
97.0
ELEV INFEET
i
METHOD DRILLED: 4.25 inch I.D. HSA
METHOD DEVELOPED:
COMMENTS: MSMetcalf&Eddy
MONITORING WELL CONSTRUCTIONDRILLING CONTRACTOR: ..,_. ,
HAD, Inc.BEGUN: 1^7/95
FINISHED: 12/7/95
PROJECT: „ .„ ^ , JOB NO. nififiM WELLNO«.«,Granvaie Soivents 016688 GSS-MW13COORDINATES: N: 5075.09366 E: 4895.13524
SUPERVISOR: WELL SITE: WATER LEVEL: DEPTH/ELEVB. Chavez onsrte between green building and treatment Q1- ,«nn
DRILLER: T. Bromley system 916.4300
REFERENCE POINT & ELEVATION:
/ — PROTECTIVE CAP ^ — GROUND SURFACE
*xI*\*\*X
XXX•x\
METHOD DRILLED
METHOD DEVELO
L
X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
"
-•
————-^——__
4*X >X >X )X )X )X >X )X >X )X )
xHX )X )X )
X >X )X >X )X )X >X >
&1I•p
s
sHOLE DIAMETER
-*— 6" -*•
4.25" 1.
RED:
E X|C XI
A —— SURFACE CASING DIAMETER:
i4— TOP OF RISER
ij —— BOTTOM OF
I —— BACKFILL:
-RISER CASING
4 —— TOP OF SEAL
—— ANNULAR SEAL
4 —— BOTTOM OF J
.TOP OF SCREEN
—— FILTER MATER
•SCREENDIAMETEF
OPENING WIDTI-
— BOTTOM OF SCR
M ——— BOTTOM OF
D. hollow stem au
CASING
SURFACE CASING
Grout TYPE: Quick Grout
DIAMETER: 2"TYPE: Schedule 40 PVC
Bentonite gel TYPE: Bar°id (slurry)
5EAL
AL: #7 Sand TYPE:
1: 2" TYPE: Schedule 40<: 0.10 TYPE: PVC
EEN
HOLE
COMMENTS:
ger
DEPTH INFEET
65.0
70.0
73.5
93.5
ELEV. INFEET
i
I
MONITORING WELL CONSTRUCTIONDRILLING CONTRACTOR: 11JIP, ,
HAD. Inc.BEGUN: 11/29/95 SUPERVISOR: W
M. AndrewFINISHED: 1 1/29/95 DRILLER: K. ReJS
PROJECT: Granvilte Solvents JOB NO' 016688 WtLLG
NS°S-P3
COORDINATES: N; 5006.82502 E: 3913.19387
ELL SITE: WATER LEVEL: DEPTH/ELEVSouthwest corner of water treatment building on onc norintow side of hill 906.0800
REFERENCE POINTS ELEVATION:
./ —— PROTECTIVE CAPX tf —— GROUND SURFACE
»xXXXXXX\ L
x xX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
1
-
- —— -
———-^———
piC X >C X >C X >c x •>t X >C X )C X )C X >( X >C X JC X Ie x*C X )C X >C X )
C X t( X )C X >c x •>C X *C X >: x J
11«n
4-
c x
<V• 4 —— SURFACE
C 3C 3( '•CC
• 4— TOP OF RISE
: 4 —— BOTTOM C
1 —— BACKFILL:
-RISER CASING
4 —— TOP OF SEA
—— ANNULAR SEA
« —— BOTTOM OF
—TOP OF SCREEN
—— FILTER MATER
SCREENDIAMETEf
OPENING WIDTJ
-BOTTOM OF SCRu&.,
CASING DIAMETER:TYPE:
R CASING
F SURFACE CASING
Grout TYPE: Slurry
DIAMETER: 2"TYPE: Schedule 40 PVC
L
.: Bentonite TYPE: Pellets
SEAL
IAL: #7 Sand TYPE: 20/40
* 2" TYPE: Schedule 40H: 0.10 TYPE: PVC
* —— RnrrnM np urn c
DEPTH INFEET
54.0
55.0
65.0
68.0
ELEV. INFEET
HOLE DIAMETER
COMMENTS:
METHOD DRILLED: 4.25" I.D. hollow stem auger
METHOD DEVELOPED:
MONITORING WELL CONSTRUCTION PROJECT: Granvilte solvent JOBNa 016688 WU^^
DRILUNG CONTRACTOR: ^ ^ COORDINATES: N: 5286.87482 E: 3565.77073
BEGUN: , 3/8/95 SUPERVISOR: WELL SITE: WATER LEVEL: DEPTH/ELEVM. Andrew weiifieid
FINISHED: 12/8/95 DRILLER: K ReJS vveiiriera 907.1300
REFERENCE POINT & ELEVATION:
. —— PROTECTIVE CAP „„, .„_ f..ir,rAO,,m i ^^^^~ GROUND SURFACE
XXXXXI
METHOD DRILLED
METHOD DEVELO
C
X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX Xi
-^
• • ^
———-^——
!•!••!*
=*
< X )K X >K X )< X )K X )< X )K X )< X >< X >< X >
aX )X 9X }
«"X )X )X )X )X )X )X )
5T5?ii•***•^
&
*-
HOLE DIAMETER
-*- 6" -**
: 4.25" I.C
RED:
c x)t XJ
- *t —— SURFACE CASING DIAMETER:c >j TYPE:
i • -- 4— TOP OF RISER CASING
: |g ——— BOTTOM OF SURFACE CASING
I —— BACKFILL: Grout TYPE: Slurry
-RISER CASING DIAMETER: 2"TYPE: Schedule 40 PVC
4 —— TOP OF SEAL
— ANNULAR SEAL: Bentonrte TYPE: Slurry
« —— BOTTOM OF SEAL
_TOP OF SCREEN
—— FILTER MATERIAL: Sand TYPE: 20/40
-SCREEN _„DIAMETER: 2 -^p^ Schedule 40
OPENING WIDTH: 0.10 TYPE: PVC
—BOTTOM OF SCREEN
DEPTH INFEET
55.0
58.0
62.0
72.0
72.0
ELEV. INFEET
^ —— BOTTOM OF HOLE
COMMENTS:
D. hollow stem auger
Appendix D
APPENDIX DSURVEY DATA FOR MONITORING WELLS
SURVEY DATA FOR GRANVILLE SOLVENTS SITE GRANVILLE, OHIO
MONITORING WELL NO.
GSS-MW1GSS-MW2GSS-MW3GSS-MW3DGSS-MW4GSS-MW5GSS-MW6GSS-MW7GSS-MW8GSS-MW9GSS-MW10
ELEVATION
953.71 1910.99914.26914.221925.081959.52,961.47914.93917.15917.17916.77
GSS-MW11 952.37GSS-MW12 923.61GSS-MW13 916.4GSS-MW14 907