3 77 25 · / 3 77 25 performance of ... boring, test pit, test french and vibraccre dogs/ and...
Transcript of 3 77 25 · / 3 77 25 performance of ... boring, test pit, test french and vibraccre dogs/ and...
/ 3 77 25
PERFORMANCE OF REMEDIAL RESPONSEACTIVITIES AT UNCONTROLLED HAZARDOUS
WASTE SITES <R31 II)
FINALREMEDIAL INVESTIGATION/FEASIBILITY STUDY REPCRT
FOR THE
L. A. CLARKE SITEFREDERIC3 SBURG, VIRGINIA
U.S. EPA ODMIRACr NO.: 68-01-6939
FEBRUARY 1988
Prepared by:
Roy p. Weston, Inc.Clement Associates/ inc.
Work Assignment NO.: 149-3HF9
Document Control NO.: 252-FS1-RT-FUKW
flR30239!
Table of Contents"Revision No. 2Date: 2/8/88Page: 1 of 02
LIST OF APPENDICES
APPENDIX A - SUPERFUND PROCESS
APPENDIX B - BORING, TEST PIT, TEST FRENCH AND VIBRACCRE DOGS/ ANDCONTAMINANT DEPTH PROFIVS
APPENDIX C - WELL CONSTRUCTION DIAGRAMS
APPENDIX D - RESULTS OF CONTRACT LABORATORY H?CX31AM ANALYSESFCR CRGANIC AND INORGANIC CONSTITUENTS
APPENDIX E - CONTRACT LABCRAIBRY PROGRAM DATA REVIEW NARRATIVES
APPENDIX F - UV FLUORESCENCE SCREWING TECHNIQUES FOR SOIL AND WATER
APPENDIX G - AMBIENT AIR MONITORING PROGRAM: RESULTS ANDANALYTICAL METHODS
APPENDIX H - RESULTS OF TOTAL ORGANIC CARBON (HOC) AND CATION EXCHANGECAPACITY (CEC) ANALYSES
APPENDIX I - SURVIVAL AND REPRODUCTION OF CERIODAPHNIA DUBIA ANDFATHEAD MINNOWS (PIMEPHALES HtOMELAS)"DmiRG AMBIENTWATER TOXICm TESTS
APPENDIX J - WETLANDS ASSESSMENT
APPENDIX K - STATISTICAL ANALYSIS - STUDENT'S t-TEST
APPENDIX L - SURFACE-WATER EXPOSURE MODEL
APPENDIX M - OKXJNDWATER CONTAMINANT TRANSPORT MODEL
APPENDIX N - TOXICITY PROFILES OF SELECTED CHEMICALS
APPENDIX 0 - SOWARY OF CALCULATIONS USED TO ESTIMATE CONTAMINANTINTAKES
ill
flR302392
Table of ContentsRevision No. 2rate: 2/8/88Page: 2 of 02
LIST OF APPENDICES(continued)
APPENDIX P - RESULTS OF GEOPHYSICAL SURVEY OF THE L. A. CLARKESITE, SPOTSYLVANIA COUNTY, VIRGINIA
APPENDIX Q - GSOTECHNICAL RESULTS
APPENDIX R - SLUG TEST AND RESULTS
APPENDIX S - RESPIRATION, OSMC&EGULATION, AND MORTALITY OBSERVEDDURING SEDIMENT BIOASSAYS
APPENDIX T - SITE INVESTIGATION METHODOLOGIES
APPENDIX U - BIODECSADATION STJJDIES
APPENDIX V - RESIDENTIAL WELL SURVEY
iv
AR302393
APPENDIX ASUPERFUND PROCESS
A.I REM XI AND SUPERFUND IMPLEMENTATION
CERCLA established a national program for responding to releasesof hazardous substances into the environment. In addition, theNational Oil and Hazardous Substances Pollution Contingency Plan(NCP) establishes the process for determining appropriateremedial actions at Superfund sites. Together, CERCLA and theNCP require that a remedial action selected for a Superfund sitebe cost-effective and that it be adequate to protect publichealth. .__—_.. ..._.. ... ._...._..——— _._ . . _ .
A.2 THE RI/FS PROCESS
In accordance' with the NCP, potential hazardous waste sites aresubjected to preliminary assessment, and, if necessary, detailedsite inspection. If evidence _ of hazardous waste activity isfound, posing an actual or potential threat to public healthand/or the environment, it must be determined whether removal ofthe wastes is necessary.
If removal "actions are not required, an evaluation is made of thepotential threat to public health and/or the environment relativeto that posed by other potential hazardous waste sites. In thismanner, a relative ranking is developed as the basis forinclusion of the site on the National Priorities List (NPL) .Inclusion of a site on the NPL is a prerequisite for expenditureof monies from Superfund to conduct a more detailed siteinvestigation and evaluation of remedial action alternatives.
?=»..SR302396
A detailed site investigation and a remedial alternativeconsideration are conducted as a Remedial Investigation/Feasibility study (RI/FS), in accordance with the NCP. The RI/FSis an integrated approach. The RI characterizes the nature andextent of contamination at the site, identifies potential contam-.inant migration pathways and exposure routes, and evaluates thepresent and/or potential threat to the public and the environmentdue to site contamination. Data gathered during the RI are usedfor the development and -evaluation of possible remedial actionalternatives in the FS. In the FS phase report, feasible tech-nologies (e.g., surface water diversion, capping, landfilling,treatment) are defined to mitigate or eliminate the health orenvironmental threats identified in the RI. These technologiesare assembled into alternative remedial actions and subjected toan initial screening to identify those that address the goals ofremedial action and can be implemented, and to eliminate -inappro-priate and more costly alternatives. Those alternativesremaining following the initial screening phase are subjected tomore rigorous evaluation.
The RI/FS process results in an objective, comparative evaluationof the most appropriate remedial alternatives to meet the cleanupobjectives for the site. This evaluation is prepared in the formof a draft report and subjected to public and agency review andcomment. A final RI/FS report is prepared summarizing commentsreceived during the public review period and comment responses.Based on the final RI/FS report, EPA selects the recommendedremedial action alternative. — —
The purpose of the REM II program is to provide technical andmanagement services in support of EPA remedial planning enforce-ment and activities at selected uncontrolled hazardous substance
A-2
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disposal sites. This program was established under CERCLA, com-monly re_ferred to as Superfund. EPA's Hazardous Site ControlDivision (HSCD), through Contract No. 68-01-6939, has employedCamp Dresser & McKee Inc. (COM) of Boston, Massachusetts to
3
implement remedial response activities in EPA Regions I through x.
Contract No, 68-01-6939, titled "Performance of Remedial ResponseActivities at Uncontrolled Hazardous Waste Sites," and called"REM II," is.a 4-year contact to provide:
• Remedial Investigation.
• Engineering feasibility studies.
• Oversight of remedial planning and implementationproj ects performed by states and/or respons ibleparties.
• Engineering design services.
• Monitoring.
• Resident engineering, training, technical services, andprogram management.
• Support to EPA.
Figure A-l provides a simplified logic diagram for the majorcomponents associated with the performance of an RI/FS by theREM II team. The initial documents prepared for this assignment '.are components of the L. A. Clarke site Work Plan and ProjectOperations Plan (POP). These documents define the objectives and
scope of the RI field activities. The results of the fieldactivities are reported in the RI, Sections 1 through 5, with theremedial alternatives developed and discussed in the FS, Sections6 through 9 of this document.
j
Note that additional field work (i.e., Phase III activities) isrequired to obtain information necessary to confirm existingmodels and more precisely cost remedial alternatives. Therefore,this document only addresses site remediation considerations andinitial technology screening.
SR302399
EPA Work Assignment
Initialat*ivaluatfon
(Inttnm Report)
QualityAssuranceProjtctPfan
DesignatedSupportActivities
CommunityRelationsPlan
ContractualAppoval Required
RemedialInvestigation
FeasibilityStudy
• Public Meeting• PRP Negotiation• Summary of RemedialAlternative Selection
Finalfeasibility
StuoV ReportPredetignReport
f EPA AI Work Assignment lV Completion Reporty
Source: REMII Technical Operations Manual
FIGURE A-t RI/FS LOGIC DIAGRAM
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fl'R302U3
WESTOtt PROJECT Ho. A252-RI2-S1SOL TEST PIT LOGS
PROJECT: * L.A. CLARKCLIENT: REMII- EPA/O)HCONTRACTOR: GUARD I AM EQUIPMENT: CONSTRUCT I OH ICING, 580EDEPTH TO WATER: 8.5 FT INSPECTOR: T. LACOSTA
LOG Of TEST PIT No.1 Date: 16 SEPT 86GRID POIST : H-6
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 ____ 5.0 __
__ 5.5 ____ 6.0 __
__ fi.S __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
__ 10.0_
10.5
SAMPLEHO.
TP-1-1
TP-1-2
TP-1-3
CLASSIFICATION
Brn med - fine SANO, some rounded tosubrounded cobbles, moist
Tan fine SAND & CLAY, damp
Gray fine Sandy CLAY, damp
Gray ft red brn fine Silty Sandy CLAY.hard ft brittle, saturated to moist
BOTTOM OF TEST PIT 9 10.5 FT
TES1KMu
BKG
BKG
BKG
r RESULTSUV SCREENING
4.322 ppm
0.273 ppm
0.508 ppm
COMMENTS!
B-30 flR302l*32
WEST ON PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT:. L.A. CLARKCLIENT: * REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 8.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 2 Date: 16 SEPT 86GRID POINT : H - 5.5
DEPTHFT.
__ 0.5 __
1.0
__ 1.5 __
__ 2.0 __
__ 2.5
3.0
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0
__ 5.5 =
_ 6.0 _
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8,0 __
__ 8.5
__ 9.0 __
__ 9.5
_10.0
10.5
SAMPLEHo.
TP-2-1
TP-2-2
TP-2-3
TP-2-4
CLASSIFICATION
Brn fine - med SAND, little Silt, manysubangular to rounded cobbles
Brick red & gray mottled Sitty CLAY,trace fine Sand, damp
Gray fine Silty Sandy CLAY, damp to dry,oiley sheen noted on clay
Gray £ brick red mottled fine SiltySandy CLAY, damp to dry, oiley sheennotedBOTTOM OF TEST PIT 9.0 FT
TES1HNU
BKG
BKG
BKG
BKG
RESULTSUV SCREENING
3.601 ppm
0.649 ppm
0.392 ppm27.765 ppm (dup)
3137.998 ppm
COMMENTS:
flR302U3'3
UE3TQN PROJECT No. A252-RI2-SISQL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: * REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 4.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 3 Date: 16 SEPT 86GRID POIKT : B - 6
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
_ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7,5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
10.5
SAMPLEHO.
TP-3-1
TP-3-2
CLASSIFICATION
Tan brn coarse to med SAHD, trace Silt,many cobbles, damp
Gray coarse SAND, many cobbles,saturated
.BOTTOM OF TEST PIT 9 6.0 FT
TESTHNU
BKG
BKG
RESULTSUV SCREENING
15.994 ppm
1.406 ppm
COMMENTS: Sides of test pit were very unstable.
RR302U3U
WESTON I
PROJECT:CLIENT:CONTRACTOR: -DEPTH TO UATER:
LOG OF TEST PITGRID POINT :
PROJECT NO.
L.A. CLARKREMU- EPA/CDMGUARDIAN
No. 4K - 7
A252-RI2-SISOL
EQUIPMENT:... INSPECTOR:
Date: 16 SEPT 86
TEST PIT LOGS
CONSTRUCTION KING,T. LACOSTA
580E
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 ____ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
10.5
SAMPLENo.
TP-4-1
TP-4-2
TP-4-3
TP-4-4
CLASSIFICATION
Brn gray fine to med SAND, trace Silt,dry
Gray & brick red CLAY, trace to tittleSilt, hard, damp
Gray CLAY & SILT, hard, damp to dry,oiley sheen noted on sample
Gray & brick red mottled CLAY, trace toLittle Silt, very hard, shinney sheen onsample
BOTTOM OF TEST PIT 3 9.5 FT
TESHNu
BKG
BKG
BKG
BKG
r RESULTSUV SCREENING
229.100 ppm
1.849 ppm
5.964 ppm
0.895 ppm
COMMENTS: Test pit dry to bottom (9.5 ft).
B-33
us STOW . PROJECT Ho. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: • REKII- EPA/COHCONTRACTOR: GAURDIAK EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 3.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT KO.S Date: 16 SEPT 66GRID POINT : G - 6.5
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 ____ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.3 __
__ 8.0 __
__ 8.5 __
__ 9.Q __
__ 9.3 __
__ 10. 0_
10.5
SAMPLEHO,
TP-S-1
TP-5-2
TP-5-3
CLASSIFICATION
Brn gray med SAND, little Clay, littleto trace Silt, many cobbles, dampBlack med to fine SANO, many cobbles,dampTan brn coarse SAND, many cobbles, damp
Gray coarse to med SAND, damp to moist
Gray ft t*n mottled CLAY, moist
Slack stained CLAY, very hard & crusty.some iron stainingGray £ brick red mottled CLAY, littleSilt, very hard, oiley look
Gray SILT ft CLAY, hard, damp, shinneysheen
BOTTOM OF TEST PIT S 6.5 FT
TESTHNU
BKG
BKG
BKG
•
RESULTSUV SCREENING
23.94 ppm
3.121 ppm
0.604 ppm
COMMENTS:
B"34 flR302t*36
UESTON PROJECT No. A252-RI2-S1SOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: , REMII- EPA/CDMCONTRACTOR: GAURDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 6.5 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 6 Date: 17 SEPT 86GRID POINT : G - 9
DEPTHFT.
__ 0^5 __
__ 1.0 __
__ 1.5 __
__ 2.0
__ 2.5 __
__ 3.0 __
__ 3.5
__ 4.0
4.5 __
__ 5.0 __
__ 5.5
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
8.5 __
_9.0 __
_ 9.5 __
__ 10. 0_
10.5
SAMPLEHo.
TP-6-1
TP-6-2
TP-6-3
TP-6-4
CLASSIFICATION
Tan brn fine SUty SAND, some cobbles,dryBlack fine to med SAND, trace Silt,dry, silvery shine, wood debris Inc.
Gray farn med SAND, tittle Clay, littleSilt, some cobbles, damp
Brick red & gray mottled Clay, littleSilt, high plast., damp
Wood debris
Gray Clayey SILT, dry to damp, someblack to silver oil like stainning
Brick red & gray mottled Clay, IfttleSilt, high plast., saturated
Oil stained Clayey SILT, saturated
BOTTOM OF TEST PIT 3 7.5 FT
TESHNu
15 ppmBKG
13 ppm
BKG
T RESULTSUV SCREENING
4024.254 ppm
42.514 ppm
264984.000 ppm
collected CLPsample
COMMENTS:
B-35
WE3TON PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIEHT: * REMII- EPA/COHCOMTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 8.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No.7 Date: 17 SEPT 86GRID POINT : G - 10.5
DEPTHFT.
__ 0.5 __
__ 1.5 __
_ 2.0 _
__ 2.5 __
__ 3.0__
__ 3.5 __
__ 4.0 __
4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
6.5 _
__ 7.0_
__ 7.5 __
__ 8.0 __
8.5 _
9.0 __
9.5 __
__ 10.0_
10.5
SAMPLENO.
TP-7-1
TP-7-2
TP-7-3
TP-7-4
CLASSIFICATION
Orange brn fine Clayey SAND, trace tolittle Silt, some cobbles, dry to damp
Orange brn med to coarse Clayey SAND,some to Little Silt, damp
Gray Clayey SILT, trace muscovite, damp
e
Olive gray CLAY ft SILT, mod plast.,damp
Brick red ft gray mottled CLAY, littleSilt, saturatedBOTTOM OF TEST PIT & 8.5 FT
TESTKWu
BKG
BKG
BKG
BKG
RESULTSUV SCREENING
701.065 ppm(plus CLP sample)
2.740 ppm(plus CLP sample)
(collected CLPsample only)
39.657 ppm(plus CLP sample)
CC**£HTS:
B-36
SR302438
t
WESTON PROJECT No. A252-RI2-SISOL , TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: REMII- EPA/CDMCONTRACTOR: J GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 6.5 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 8, 9, 15, 16 Date: 17 SEPT 86GRID POIHT : E - 6
DEPTHFT.
_0.5 __
__ 1.0 __
1.5
__ 2.0 __
__ 3.0 __
3.5 __
__ 4.0
__ 4.5 __
__ 5.0_
5.5
6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
10.0
10.5
SAMPLEHo.
TP-8-1
TP-8-2
TP-8-3
CLASSIFICATION
Dark gray brn med SAND, many small sub-angular cobbles
Orange brn & tan stratified med SAHD,trace Silt, well sorted
Gray Clayey SILT, some dark brnstainning
Blue gray CLAY, little Silt, hard, towto mod plast. ,cresot visible in smallseams in clay, dark seeps running downpit walls at 6.5 feet
BOTTOM OF TEST PIT 3 8.0 FT
TESHNu
10 ppm
10 ppm
50 ppm
r RESULTSUV SCREENING
31.101 ppm
7037.826 ppm
26212.763 ppm
COMMENTS: Refer to this log for geology of test pits 9,15, and 16.
B-37
WESTON PROJECT Ho. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: J REHII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 5.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 10 Date: 18 SEPT 86GRID POINT : D - 26.5
DEPTHFT.
__ 0.5 __
__ 1.0 __
_1 .5 _
__ 2.0 __
__ 2.5
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
10.5
SAMPLEHo.
CLASSIFICATION
Tan brn fine SAND, little Silt, somecobbles, dryDark gray fine Silty SAND, some cobbles,dry(.75 ft) Brn fine SANO, little Silt, dry
Dark gray fine SUty SAND, cobbles(2.25 ft) Orange brn med SAND, littleSilt, well sorted, damp to moist
.BOTTOM OF TEST PIT 8 6.0 FT
TESHNU
BKG
BKG
r RESULTSUV SCREENING
COWEHTS:
B-38
WEST ON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARK.CLIENT: , REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 5.5 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 11 Date: 18 SEPT 86GRID POINT : B * 25
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
6.Q __
6.5
__ 7.0 __
7.5
__ 8.0 __
__ 8.5 __
__ 9.0
__ 9.5 __
10.5
SAMPLENO.
TP-11-1
TP-11-2
TP-11-3
CLASSIFICATION
Brn fine to med SANO, trace Silt, manycobbles, dry
Brn fine SAND, little Silt t Clay,low plast., damp
Black med SAND, trace Silt, dampTan gray coarse to very coarse SAND,saturated to very moist, well sorted
Orange brn fine SAND ft SILT, littleto some Clay, moist
Water seeping into pit a 5.5 ft.
BOTTOM OF TEST PIT 3 7.5 FT
TES1HNU
BKG
BKG
BKG
r RESULTSUV SCREENING
2.300 ppm
35.648 ppm
0.282 ppm
COMMENTS:
, .' " flR302i»i»l
HC34UH fKUJCUl HO. *e.ye,-H.li-ai3U\. ICSI ril LkAl3
§JEL1 i VT*. LLAKkENT* REMI I- EPA/CDMTRAiTOe: GSQRQlAfi EQUIPMENT: CONSTRUCTION KING, 580ETH TOWATER: 6.0 Ft INSPECTOR: T. LACOSTA
LUIJ or icai r i > NO.GRID POINT : ^
PT.__ 0.5 ____ 1.0 __
1.52.02.5
_ 3.0 __3.54.0
__ 4.5 __5.05.5
__ 6.0 __6.5
__ 7.0 __7.5
__ 8.0 __8.59.09.510.010.5
No.
TP-12-1TP-12-2
TP-12-3
te,_ uate; 10 »cri ooB.5 - 26
kikAddiriUAi tun
§lacK rine to med uravelly »ANL>, tracelit, dry
Orange brn ned Silty SANO, little totrace .Clay, some cobbles and gravel,very damp
Black fine to med SAND, trace SiltOrange to tan fine Clayey SAND i SILTdamp to noist
Bright orange brn med t<? coarse SAND,tittle silt, damp to moist
Water encountered a 6.0 ft.(water LOOKS clean)
BOTTOM OF TEST PIT 3 8.0 FT
.
TtSHNu
BKGBKG
BKG
KC3ULI 9UV SCREENING
48.503 ppnt(plus CLP. sample)0,643 ppm
1.118 ppm
COMMENTS:
B"40
WE5TON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT:. L.A. CLARKCLIEHT: a REHII- EPA/COMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 6.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 13 Date: 18 SEPT 86GRID POINT : D - 28
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5_
__ 3.0 __
3.5 __
4.0
4.5
__ 5.0 __
_ 5.5
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
9.0
__ 9.5
__ 10. 0_
10.5
SAMPLENo.
TP-13-1
TP-13-2
TP-13-3
CLASSIFICATION
Gray brn fine SAND, trace Silt & Clay,a Lot of wood debris inc., dry to dampolive gray coarse to med SAND, wellsorted, damp
Orange brn coarse SAND & GRAVEL, traceSilt, damp to moist
Water seeping into pit at 6.0 ft.
Light gray coarse SAND, well sorted,saturated
BOTTOM OF TEST PIT 8.0 FT
TESHNU
BKG
BKG
BKG
F RESULTSUV SCREENING
3686.190 ppm(plus CLP sample)
17.892 ppn
51.167 ppm
COMMENTS:
B-41 til; t ,.JM
WESTOH PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: _ L.A. CLARKCLIENT: REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDSPTK TO WATER: -- INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 14 Date: 19 SEPT 86GRID POINT : D.5 - 26.5
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
_7.0
7.5 __
_8.0
_8.5
__ 9.0 __
__ 9.5 __
__ 10.0_
10.5
SAMPLENo.
TP-14-1
TP-14-2
COMMENTS:
CLASSIFICATION
Tan brn fine SAND, Little Silt, manycobbles, dry
Orange brn coarse to med SAND, LittleSilt, well sorted, damp
•
Orange brn & It gray coarse to med SAND,little Silt, sand mottled, damp, hard
Gray ntd SUty SAND, well sorted,vary noistBOTTOM OF TEST PIT fi 10.5 FT
TESHNu
BKG
BKG
r RESULTSUV SCREENING
9.348 ppm
0.739 ppm
B"42 AR302W
WESTON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: , REMII- EPA/CDHCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 5.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 17 Date: 19 SEPT 86GRID POINT : J.5 - 4.25
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 ____ 10. 0_
10.5
SAMPLENO.
TP-17-1
TP-17-2
TP-17-3
CLASSIFICATION
Brn fine SAND & SILT, dry
Dark gray fine to medium very gravellySAND, trace Silt, saturated withcresot
Water seeping from pit walls
Orange brn & olfve gray mottled SILT& CLAY, mod plast., damp
BOTTOM OF TEST PIT 8 7.0 FT
TESHNu
BKG
*
*
r RESULTSUV SCREEHING
8.279 ppm(plus CLP sample)
9062.517 ppm(plus CLP sample)
9.958 ppm(plus CLP sample)
COMMENTS: * • HNu not functioning
B-43
3R302H5
W6STOW PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: J REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, S80EDEPTH TO WATER: 5.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 18 Date: 19 SEPT 86GRID POINT : J.S - 8
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 ____ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 ____ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
10.5
SAMPLEHo.
TP-18-1
TP-18-2
TP-18-3
CLASSIFICATION
Tan brn fine to med SANO, trace Silt
Dark gray fine to med SAND £ GRAVEL,trace Silt, saturated with water &cresot
Orange brn t blue gray SILT t CLAY,damp to dryBOTTOM OF TEST PIT 8 7.5 FT
TESHNu
*
*
r RESULTSUV SCREENING
11.878 ppm
1.292 ppm(plus CLP sample)
COMMENTS: * * KKu not functioning
B-44
WESTON PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: * REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 530EDEPTH TO WATER: 3.5 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 19 Date: 20 SEPT 86GRID POINT : L • 6
DEPTHFT;
__ 0.5 __
1.0
__ 1.5 _
__ 2.0 __
__ 2.5 _
__ 3.0 _
__ 3.5 __
__ 4.0 __
4.5 __
__ 5.0__
__ 5.5 __
__ 6.0 __
__ 6.5
__ 7.0
7.S
__ 8.0
__ 8.5 __
__ 9.0 __
__ 9.5
__ 10.0
10.5
SAMPLENo.
TP-19-1
TP-19-2
TP-19-3
CLASSIFICATION
Tan brn fine SAND, Little Silt
Gray GRAVEL ft coarse SAND, saturated
Gray & brick red mottled SILT & CLAY,very hard, dry to dampBOTTOM OF TEST PIT S 6.0 FT
TESTHNu
*
*
*
RESULTSUV SCREENING
29.390 ppm
10.482 ppm(plus CLP sample)
9.218 ppm(plus CLP sample)
COMMENTS: * » HNu not functioning
flR302UU7
WESTOM PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIEHT: * REHII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 3.5 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 20 Date: 20 SEPT 86GRID POINT : J.5 - S
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.S __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
_ 8.0 __
_ 8.5 __
__ 9.0 __
__ 9.5 __
10.5
SAMPLENO.
TP-20-1
TP-20-2
CLASSIFICATION
irn fine SAND, trace Silt, dry
Gray coarse GRAVEL S SAND, some cobbles.saturatedBOTTOM OF TEST PIT 3 4.0 FT
•
TES1HNU
*
*
F RESULTSUV SCREENING
26.015 ppm19.104 ppm (dup)
22.745 ppm(plus CLP sample)
COMMENTS: * » KHu not functioning
B~46
WE STOW PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: J REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 4.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 21 Date: 20 SEPT 86GRID POINT : K.5 - 8
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
__ 10.0_
10.5
SAMPLENO.
TP-21-1
TP-21-2
TP-21-3
CLASSIFICATION
Brn fine SAND, trace Silt, dry
Gray fine Sandy SILT, trace Clay, soft
Gray coarse GRAVEL & SAHD, saturated
BOTTOM OF TEST PIT 8 4.5 FT
TESHNU
*
*
*
F RESULTSUV SCREENING
7.167 ppm
6.005 ppm
5.314 ppm
COMMENTS: * - HNu not functioning
WESTON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: * REMII- EPA/CDHCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 5.0 FT INSPECTOR: T. LACOSTA
LOS OF TEST PIT No. 22 Date: 21 SEPT 86GRID POINT : 1-6
OfeP"tHFT.
0.5
_ 1.0
__ 1.5 __
2.0
__ 2.5 __
__ 3.0 __
5.5_
__ 4.0 __
__ 4.5 ____ 5,0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
7.0
__ 7.3 __
__ 8.0 __
8.5 __
__ 9.0 __
__ 9.5 __
COMMENT
SAMPLENO.
TP-22-1
TP-22-2
TP-22-3
TP-22-4
CLASSIFICATION
Srn gray fine SAND, little SUt, somecobbles, dry
Orange brn to tan med SAND, trace Silt,some cobbles, damp to moist
Dark gray stained GRAVEL & SAND,saturated uUh cresot and waterWater seeping fnto pit
-
Olive green to gray CLAY, some Silt,high plast., damp to moist
BOTTOM OF TEST PIT 8 7.0 FT
TES1HNu
BKG
BKG
r RESULTSUV SCREENING
0.000 PPM
307.301 ppm
3261 .687 ppm
137.393 ppm
S:
B-48 flR302U50
WESTOM PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: J REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: -- INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 23 Date: 21 SEPT 86GRID POINT : B - 8
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
_ 3.0 ____ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
__ 10.0_
10.5
SAMPLENo.
TP-23-1
TP-23-2
TP-23-3
TP-23-4
TP-23-5
CLASSIFICATION
Lt brn fine SAND, little Silt, somecobbles, very hard, dry
Black to dark 'gray med to fine SAND &GRAVEL, very,very hard, dry
Orange brn med to coarse SAND, littleGravel, trace Silt, damp
Tan to gray fine to med Silty SAND, wellsorted, damp
Orange brn med SAHD & SILT, damp, wellsorted
Gray SILT ft CLAY, damp to moist
BOTTOM OF TEST PIT 3 10.0 FT
TES1HHu
BKG
BKG
BKG
BKG
BKG
r RESULTSUV SCREENING
2.261 ppm
8182.984 ppm
12.242 ppm
16.317 ppm
6.588 ppm
COMMENTS:
B-49BR302U5
WESTOH PROJECT NO. A252-RI2-5ISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: •> REHII- EPA/CDHCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: 8.5 FT INSPECTOR: T. LACOSTA
LOG Of TEST PIT No. 24 Date: 21 SEPT 86GRID POINT : F.5 - 3 - - - -
DEPTHFT.
__ 0.5 __
__ 1.0
__ 1.5
__ 2.0 __
__ 2.5 _
__ 3.0 __
__ 3.5 __
__4.0 __
__ 4.5 ____ 5.0 __
__ 5.5 _
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0
__ 8.5 __
__ 9.0 __
__ 9.5 __
__ 10.0_
10.5
SAMPLENO.
TP-24-1
TP-24-2
TP-24-3
TP-24-4
TP-24-5TP-24-6
CLASSIFICATION
Brn fine SAND, Little Silt, some cobbles
Wood debrisDark gray to black med to fine SAND,little Silt, some cobbles, stained
Brn orange & gray green mottled SILT &CLAY, mod plast. .damp
.Blue gray SILT t CLAY, very hard, lowplast., dry to damp, some black staining
Sam* as above, saturated
TES1HNu
RESULTSUV SCREENING
39.884 ppm32.447 ppm (dup)
218.944 ppm
88.781 ppm
1.642 ppm3351.113 ppm
(water sample)
COMMENTS: SanpL* TP-24-6 was a water - sample collected for UV screening.
B-50flR3Q2I*52
WESTON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: , REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: -- INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 25 _ - Date: 21 SEPT 86GRID POINT : H - 23
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
__ 10. 0_
10.5
SAMPLENo.
TP-25-1
TP-25-1
CLASSIFICATION
Tan brn fine SAND & SILT, some cobbles,dry
Orange brn & gray mottled med to coarseSAND, little Silt, trace to little Clay,damp
Lt gray med Silty SAND, well sorted.hard, moist
BOTTOM OF TEST PIT 3 10.0 FT
TESHNu
BKG
BKG
r RESULTSUV SCREENING
40.276 ppm3.708 ppm (dup)
0.639 ppm
COMMENTS:
B-51
WiSTON PROJECT HO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: - L.A. CLARKCLIENT: REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, 58QEDEPTH TO WATER: 5.0 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No. 26 Date: 21 SEPT 86GRID POINT : H - 19
DEPTHFT.
__ 0.5 _
__ 1.0
__ 1.5 __
__ 2.0
__ 2,5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5
__ 6.0 __
6.5 __
__ 7.0 __
__ 7.5 __
__ S.O __
__ 8.5 __
__ 9.0 __
__ 9.5
__ 10.0_
10.5
SAMPLENO.
TP-26-1
TP-26-2
TP-26-3
TP-26-5
JP-26-4
CLASSIFICATION
Lt gray SILT, Little to some fine Sand,grading into hard clay ft silt
Dark gray ft orange brn mottled CLAY,some to little Silt, very hard
Water slowly seeping into pit
Water seeping into pit
Gray Silty CLAY, very hard
TESHNU
BKG
BKG
BKG
BKG
F RESULTSUV SCREENING
2.133 ppm
0.504 ppm
0.743 ppm
3.994 ppm(water sample)
0.379 ppm
COMMENTS: Sample TP-26-5 is water sample
B-52
WESTON PROJECT No. A25Z-RI3-S1LAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 5 FT INSPECTOR: T. LACOSTA / D. MESSINGER
jLOG OF TEST PIT A ( TP-27 ) Date: 21 APR 87
DEPTHFT.
1.5
2.0
5
10
11.5
15
20
SAMPLENo.
TPA-01-03
TPA-02-11
CLASSIFICATION
Tan brown m-f SAND, some Silt, damp to moist, very wellsorted. Wood debris at 1 foot. North wall of test pitslightly mottled.Gray blue n-f SAND, little Silt, trace Clay ft Cobble.Moist, plastic debris at 2 feet.Brown- tan m-f SAND, some Silt, moist, mottled.
Saturated.
Blue gray CLAY, very stiff, damp
TEST RESULTSHNu [ppm]
BKG
BKG
BKG
COMMENTS: SAMPLE TPA-02-11 WAS COLLECTED JUST ABOVE THE CLAY.
B-53
WESTON PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACONTRACTOR: GAURDIAH EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 1.5 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT B ( TP-28 ) Date: 21 APR 87
DEPTHFT.
5
10
15
20
SAMPLENO.
TPi-01-9.5
CLASSIFICATION
grown SAND and GRAVEL, little Silt, little dark staining.(Fill Material)Orange * gray and tan brown m-f SAND, Little to trace Silt,trace Clay, saturated.
Blue gray CLAY, stiff, moist -damp.TOTAL DEPTH OF TEST PIT AT 9.5 FT
TEST RESULTSHNu [ppm]
BKG
BKG
BKG
COMMENTS: No odor or visible contamination in pit.
B-54
WESTON PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 4 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT C ( TP-29 ) Date: 21 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
TPC-01-08
CLASSIFICATIONt
Brown gray very coarse GRAVEL and c SAND, saturated.(water running through gravel at approximately 10 gprn)Orange to gray and tan brown m-f SAND, Little to trace
Orange brown and gray m-f SAND, little Silt, mottled,saturated.
Blue gray CLAY, little to trace Sand, trace Silt,very tightTOTAL DEPTH OF TEST PIT AT 8.0 FT
TEST RESULTSHNu [ppm]
BKG
8KG
COMMENTS: NO ODOR OR HHU READINGS IN PIT.
B-55
flR302U57
we s TON PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLUHT: EPA *CONTRACTOR: GAUSDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 1.2 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT D ( TP-30 ) Date: 21 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
CLASSIFICATION
grown to orange and gray f-m SAND, little Silt, mottled,moist to very moist.
Blue gray CLAY, very tight and hard, some fissures withwater running through.
TOTAL DEPTH OF TEST PIT AT 8.0 FT
TEST RESULTSHNu [ppm]
BKG
COMMENTS: NO ODORS OR HHu READIHQS FROM TEST PIT, NO SAMPLES COLLECTED.
B"56 AR302U58
WESTOH PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA »CONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: _ 5.5 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT E ( TP-31 ) Date: 21 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
TPE-01-C
CLASSIFICATION
Brown f-m SAND and GRAVEL, very moist.
Gray silty CLAY, water perched on top of clay.Orange brown mottled m SAND, some Silt, trace Clay.
Gray m SAND, some Silt, saturated.
TEST RESULTSHNu [ppm]
BKG
BKG
COMMENTS: SAMPLE COLLECTED AS A COMPOSITE SAMPLE FROM THE CLAY LAYER TO THE BOTTOM OF THE PIT.
U6STOH PROJECT No. A252-R13-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA,CONTRACTOR: GAURDIAN EQUIPMENT: CASE 880 / BACK HOEDEPTH TO WATER: 3.0 FT INSPECTOR: T. LACOSTA / D. MESSIHGER
LOG OF TEST PIT F ( TP-32 ) Date: 21 APR 87
DEPTHFT.
5
10
15
20
SAMPLENO.
TPF-01-C
CLASSIFICATION
Brown ra SAND, some Silt, Little Gravel, moist.
Seep at 3.0 FTBrown SAND and GRAVEL, trace Silt, saturated.
Brown to orange brown f-m SAND, little Silt, mottled.
Brown and orange brown stratified m-f SAND, some Silt,cemented.
Brown, orange brown, and gray m SAHD, Little Gravel and Siltmottled.
Gray n SAND, little to some Silt, saturated.
BOTTOM OF TEST PIT AT 15 FT.
TEST RESULTSHNu [ppm]
BKG
3KG
COHMEHTS: SAMPLE TPF-01-C IS A COMPOSITE SAMPLE COLLECTED FROM 3 FT TO 15 FT.
. . ' t - m m .CnB-58
UESTON PROJECT No. A25Z-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACOHTRACTOR: GAUKDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: -- INSPECTOR: T. LACOSTA / D, MESSINGER
LOG OF TEST PIT G ( TP-33 ) Date: 21 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
TPG-01-02
TPG-02-03
CLASSIFICATION
Black m-f SANO, some Silt, Little Gravel, fill (sludge)material, very moist.
Brown f-m SAND, trace Silt, mottled.
Brick brown and gray CLAY
TEST RESULTSHNu [ppm]
BKG
BKG
BKG
COMMENTS: TP-G AT SUSPECTED LOCATION OF AN OLD PIT. BLACK FILL MATERIAL EXTENDED APPROXIMATELY20 FT EAST OF TP-G.
B-59
WESTQN PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA,CONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: — INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT H ( TP-33 ) Date: 23 APR 87
DEPTHFT.
5
10
15
20
SAMPLEKo.
CLASSIFICATION
Slacie to brown clayey SILT, some Gravel, damp.Brown sandy GRAVEL, moist. Perched water.Orange to brown and gray mottled sandy gravelly SILT, damp.
Gray and brick red clayey SILT, very blocky.
TEST RESULTSHHu [ppm]
BKG
8KG
BKG
COMMENTS: TEST PITS H THROUGH H12 WERE EXCAVATED, ALL HAD SIMILAR STRATIGRAPHY WITH A SLIGHTVARIANCE IN THE DEPTH TO CLAY OR CLAYEY SILT.
B-60 AR302462
WESTOH PROJECT No. A252-RI3-S1LAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA JCONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 4.5 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT J Date: 23 APR 87
DEPTHFT. ~
5
10
15
20
SAMPLEHO.
TPJ-01-03
TPJ-02-04
CLASSIFICATION
Light brown SAND
Water seeping into pit at 1.8 ft.Gray silty CLAY saturated with crosote-Like material. Wooddebris with silvery sheen Included.
Brown to orange brown mottled f SAND, Little Silt
TEST RESULTSHNu [ppm]
20
COMMENTS: TP-J SUSPECTED TO HAVE BEEN EXCAVATED AT THE LOCATION OF AN OLD PIT.
WESTON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: REMII- EPA/COHCONTRACTOR: , GUARDIAN EQUIPMENT: CONSTRUCTION KING, 580EDEPTH TO WATER: INSPECTOR: T. LACOSTA/D. MESSINGER
LOG OF TES? PIT No. I ( tp-51 ) Date: 22 APR 87
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 _
__ 4.5 ____ 5.0 __
__ 5.5 __
__ 6.0 _
__ 4.5, __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ S-5 __
_ 9.0
__ 9.3 __
10.5
SAMPLENo.
CLASSIFICATION
Brown, R SAND, some gravel, little silt,very moist to saturated on top of clay
TESHNU
r RESULTSUV SCREENING
COMMENTS: Series of 7 shallow pits. Looking for old waste pit identified in our photos.
B-62
WESTON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: - EPACONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 1.2 FT INSPECTOR: D. BACK
LOG OF TEST PIT K ( TP-58 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLENO.
CLASSIFICATION
Light brown SANDDarker organic materialBrown to gray GRAVEL and SAND, saturated.
Gray and brown mottled sandy SILT.
Gray silty CLAYBOTTOM OF TEST PIT AT 5.5 FT.
TEST RESULTSHNu [ppm]
BKG
BKG
BKG
COMMENTS:
B-63
fiR302l*65
WEST OH PROJECT NO. A252-R13-SILAG TEST PIT LOGS
PROJECT: L.A, CLARKCLIENT: • EPA 'CONTRACTOR: GAURDIAN EQUIPMEHT: CASE 580 / BACK HOEDEPTH TO WATER: — IHSPECTOR: D. BACK
LOG OF TEST PIT L C TP-59 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLEHo.
CLASSIFICATION
Light brown SAND and top flu material (organic material)Gray and brown mottled silt SAHD
Gray silty CLAYBOTTOM OF TEST PIT AT 5.5 FT.
TEST RESULTSHNu Cppm]
BKG
COMMEHTS:
UK? i
B"64 fiR3Q2fi66
WESTON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIEHT: EPACOHTRACTOR: GAUfitlAH EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: -- - - —— ----- INSPECTOR: D. BACK
LOG OF TEST PIT M ( TP-60 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
CLASSIFICATION
F SAND and organic fill material.
Brown mottled f sandy SILT
Blue gray clayey SILTBOTTOM OF TEST PIT AT 6.5 FT.
TEST RESULTSHNu [ppm]
BKG
COMMENTS:
B-65
WESTp«
PROJECT:CLIEHT:COMTRACT01DEPTH TO 1
LOG OF TE.
DEPTHFT.
5
10
15
20
COHMEN-
*:JATER:
!T PIT H
SAMPLEHo.
rs:
PROJECT No. A252-R13-S1LAG TEST PI
..A- CLARKEPA3AURDIAN EQUIPMENT: CASE 580 / BACK HOE
INSPECTOR :D. SACK
( TP-61 ) Date: 24 APR 87
CLASSIFICATION
Organic material, fill.Brown and gray f SAND and COBBLES (fill material)
Brown and gray mottled f SAND
Blue sandy SILT
Blue very silty CLAY
r LOGS
TEST RESULTSHNu [ppm]
BKG
B—66AR302lt68
WESTON PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: -- —INSPECTOR: D. BACK
LOG Of TEST PIT 0 (TP-62) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLENO.
3 CLASSIFICATION
bark black fillGRAVEL and COBBLESReddish brown f SAND
Blue silty CLAY
TEST RESULTSHNu [ppm]
BKG
BKG
BKG
COMMENTS:
B-67
WESTOM | PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA JCONTRACTOR: GAUSDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: -- INSPECTOR: D. BACK
LOG OF TEST PIT P C TP-63 ) Date: 24 APR 87
DEPTHFT.
5
10
_ 15 _
20
SAMPLENO.
CLASSIFICATION
Black organic fillBroun SAND and coarse PEBBLES.
Reddish brown f SAND
Hue sandy SILTBlue silty CLAYTOTAL DEPTH OF TEST PIT AT 7.0 FT.
TEST RESULTSHNU [ppm]
COMMENTS:
61 h I1B-68
AR3Q247Q
WESTON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: ..L.A. CLARKCLIENT: EPA aCONTRACTOR: GAURDIAN EQUIPMENT: CASE 580 / SACK HOEDEPTH TO WATER: 11.0 INSPECTOR: D BACK
LOG OF TEST PIT Q ( TP-64 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
CLASSIFICATION
Black organic material (fill)
Brown f SAND
Creosote seep, blue gray silty SANO
Water seeping into pit.
Red sandy SILTBOTTOM OF TEST PIT AT 12.0 FT.
TEST RESULTSHNu [ppm]
BKG
BKG
COMMENTS:
B-69
WESTOW PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA->CONTRACTOR: GAURDIAN EQUIPMENT: CASE 880 / BACK HOEDEPTH TO WATER: 3.0 INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT V ( TP-69 ) Date: 24 APR 87
DEPTHFT.
__ 5 __
10
__ 15 _
20
SAMPLEHo.
CLASSIFICATION
Brown SAND and fill material
Very coarse GRAVEL and SAHD, saturated with perched water.
Orange brown and brown silty SAND, mottled, very moist.
Blue gray m SAND, little to some Silt
BOTTOM OF TEST PIT AT 15.0 FT.
TEST RESULTSHNu [ppm]
BKG
BKG
COMMENTS: HO CLAY OR SILTY CLAY ENCOUNTERED.
B-70
WESTON PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA^CONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 2.5 FT = INSPECTOR: D. BACK
LOG OF TEST PIT W ( TP-70 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLENO.
CLASSIFICATION
Brown silty SAND, Little to some Clay, little Gravel.
Brown and orange m-f silty SANDWater seep at 2.5 ft.
Gray blue silty SAND, well cemented.
BOTTOM OF TEST PIT AT 11.0 FT.
TEST RESULTSHNu [ppm]
BKG
BKG
COMMENTS:
B-71 i 0 . *? J, 4* '.-
WESTON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA JCONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: INSPECTOR: D. BACK
LOG OF TEST PIT X ( TP-71 ) Date: 24 APR 87
DEPTHFT.
5
__ 10 _
15
20
SAMPLEHo.
CLASSIFICATION
Slack silty SAND, little gravel and organicsBrown silty SANO and GRAVEL
Buff mottled m silty SAND
Orange brown silty SAND, water seeping in at 3 ft.Heavy oxidation at 3 ft.
Blue gray silty SAND
BOTTOM OF TEST PIT AT 11.5 FT.
TEST RESULTSHNu [ppm]
BKGBKG
BKG
COMMENTS:
B-72
WE S TON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: ' EPA ,CONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 3.5 FT - - IHSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT Y ( TP-72 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLENo.
CLASSIFICATION
Gray brown SAND , little Silt and Gravel
Gray c GRAVEL and SAND, water seeps at 3.5 ft
Orange brown and brown mottled silty SAND
Dark orange brown and brown cemented SAND, very hard.
Blue gray clayey SILT, very tfght, slightly mottled.
TEST RESULTSHNu [ppm}
BKG
BKG
COMMENTS:
B-73
SR3Q2l*75
WE3TOH PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIWT: EPACONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 3.5 FT INSPECTOR: T. LACOSTA / D. MES4INGER
LOG OF TEST PIT 2 ( TP-73 ) Date: 24 APR 87
DEPTHFT.
5
10
15
20
SAMPLEHo.
CLASSIFICATION
grown sUty sandy GRAVEL
Gray very c GRAVEL and SAND, perched water at 3.5 ft
Orange brown and brown sandy SILT, mottled.
Blue gray clayey SILT, very hard and blocky, damp
TOTAL DEPTH OF TEST PIT AT 8.0 FT.
TEST RESULTSHNu [ppm]
BKG
BKG
COMMENTS:
8-74
WESTON PROJECT No. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: - INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT AA ( TP-74 ) Date: 24 APR 87
DEPTHFT.
__ 5 __
10
15
20
SAMPLENO.
CLASSIFICATION
Black silty SANDBrown c GRAVEL and SAND, damp.Orange brown and brown silty SAND, trace Gravel, moist
Blue gray clayey SILT, very hard, blocky, damp.
TEST RESULTSHNu [ppm]
BKG
BKG
BKG
COMMENTS:
B-75flR302l*77
WtsteH PROJECT No. A252-RI3-S1LAG TEST PIT LOGS
PROJECT: L.A. CURKCLIENT: EPACONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: - INSPECTOR: T. LACOSTA / D. KESSINGER
LOG OF TEST PIT BB ( TP-75 ) Date: 24 APR 87
OEPfkFT.
5
10
15
20
SAMPLENo.
CLASSIFICATION
Tan and orange brown f SAND, little Silt and Gravel
Dark brown to black silty SANO, scrap metal, wood debris(fill material)C GRAVEL and SANO, stained and saturated with cresote,uattr perched at 3.5 ft.Orange brown and brown mottled silty SAND, moist to damp.
Blue gray n SAND, little Silt, well sorted.
TEST RESULTSHNu [ppm]
BKG
<5.0
COMMENTS:
WESTON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPACONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 2.5 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT CC ( TP-76 ) Date: 25 APR 87
DEPTHFT.
5
10
15
20
SAMPLENO.
CLASSIFICATION3
Black silty SAND, Little GravelBrown c SAND and GRAVEL
Gray and orange brown silty SANO, mottled
Water seeps at 8.0 ftOrange cemented SAND, some black staining.Blue gray silty CLAYTOTAL DEPTH OF TEST PIT AT 9.0 FT.
TEST RESULTSHHu [ppm]
BKG
BKG
BKG
COMMENTS: - - - - -
B-77
WESTON PROJECT No. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: , REMII- ERA/COMCONTRACTOR: GUARDIAN EQUIPMENT: CONSTRUCTION KING, S80EDEPTH TO WATER: 3.5 FT INSPECTOR: T. LACOSTA
LOG OF TEST PIT No.OD ( TP-77 ) Date: 25 APR 87GRID POINT : H-6
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
__ 3.0 __
__ 3.5 __
__ 4.0 __
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 __
__ 6.5 __
__ 7.0 __
__ 7.5 __
__ 8.0 __
__ 8.5 __
__ 9.0 __
__ 9.5 __
__ 10.0_
10.5
SAMPLENo.
CLASSIFICATION
Dark organic material; cobbles, rocks
Brown fine sand and gravel
TESlHNu
r RESULTSUV SCREENING
COMMENTS;
B-78
^302480
WESTON PROJECT NO. A252-RI3-SILAG TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: EPA-"CONTRACTOR: GUARDIAN EQUIPMENT: CASE 580 / BACK HOEDEPTH TO WATER: 7.5 FT INSPECTOR: T. LACOSTA / D. MESSINGER
LOG OF TEST PIT EE ( TP-78 ) Date: 25 APR 87*»
DEPTHFT.
5
10
15
20
SAMPLENo.
CLASSIFICATION
Brown c GRAVEL and SANDBlack silty SAND, some Gravel, damp to dryVery c GRAVEL and SAND, trace Silt
Saturated at 7.5 ft.TOTAL DEPTH OF TEST PIT AT 8.0 FT.
TEST RESULTS .HNu [ppm]
BKG
BKG
COMMENTS: WALL OF TEST PIT VERY UNSTALBLE, UNABLE TO EXCAVATE BEYOND 8.0 FT DUE TO COLLAPSINGWALLS.
B-79
westOH PROJECT NO. A25Z-R12-SISOL TEST PIT LOGS
PROJECT: a L.A. CLARKCLIENT: REMII- EPA/CDHCONTRACTOR: GUARDIAN EQUIPMENT: VIBRACOREDEPTH TO WATER: INSPECTOR: ERICK STORMS/JAMES SPRATT
LOG OF V1BRACORE-01 DATE: 20 SEPT 86GRID POINT : - •
DEPTHFT.
__ 0.5 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
_ 3.0 __
3.5
__ 4.0 __
__ 4.5 __
__ 5.0 __
5.5 __
_6.0 __
__ 6.5 __
__ 7.0 __
7.5 __
__ 8.0 __
__ 9.0 __
__ 9.5 __
_ to.o_10.5
SAMPLENo.
CLASSIFICATION
0.0-0.6' Black layer of humus and Ltavesraoist; product present
0.6-2.5 Gray clayey-silt; watersaturated; product visible
2.5-4.6' Zone of gravel; grain sizeranges from silt (found between voids)to 4 on.; predominant grain size is 2 cmwater saturated; product clearly visible
TESTHHu
r RESULTSUV SCREENING
COMMENTS:
flR302l*82
WESTON a PROJECT NO. A252-RI2-SISOL TEST PIT LOGS
PROJECT: L.A. CLARKCLIENT: REMII- EPA/CDMCONTRACTOR: GUARDIAN EQUIPMENT: VIBRACOREDEPTH TO WATER: INSPECTOR: ERICK STORMS/JAMES SPRATT
LOG OF VIBRACORE -02 DATE: 20 SEPT 86GRID POINT :
DEPTHFT.
__ 0.5 __
__ 1.0 __
__ 1.5 __
__ 2.0 __
__ 2.5 __
3.0 __
__ 3.5 __
4.0
__ 4.5 __
__ 5.0 __
__ 5.5 __
__ 6.0 _
__ 6.5 __
__ 7.0 __
7.5 __
__ 8.0 __
__ 8.5 __
9.0 __
__ 9.5 __
__ 10. 0_
10.5
SAMPLE' No.
CLASSIFICATION
0.0-0.5 Gray, moist organic mud; rf sandto clay (sample 1)
0.5-1.3 Brown clay SILT with some finegrained sand; medium grain sandvug; rust colored (oxid) flecks, moist,(sample 2)1.3-2.5 Gray clay SILT, uniform,moist, soft (sample 3)
2.5-3.4 Gray SAND and GRAVEL, moist
I
TESHNU
r RESULTSUV SCREENING
COMMENTS:
«;•:
B-81flR302l*83
TB-9
Date drilled: 4/24/87 Location: C-1950Method: Auger/corer comments: Finished as W09Field rep.: Dave Back Surface elevation: 67.3
Depth(ft) Description
0.0 - 3-6 Black, organic silty sandy GRAVEL.
3.6 - 4,3 Orange, brown, gray silty SAND.
4.3 - 5.0 Gray (with orange flecks) silty SAND.
5.0 - 7.0 Grange, brown gray, medium to fine SAND, littlesilt, mottled.
7.0 - 7.5 Gray-blue clayey SILT to silty CLAY.
B-820985B HR302U8U
TB-10
Date drilled: 4/25/87 Location: B.9-390Method: Auger/corer Comments: Finished as W10Field rep.T Dave-Back/Don Messinger Surface elevation: 60.8
Depth - . . .(ft)___ " . ." „. Description
0.0 - 2.0 Black organic (creosote-laden material) some tolittle cobbles.
2.0 - 3.0 Light brown SAND, some cobbles.
3.0 - 7.0 Brown coarse, to medium SAND and GRAVEL, wet, novisible creosote staining.
7.0 - 11.25 Orange and gray medium to coarse SAND, trace clay,wet, no visible creosote staining.
11,25 - 12.0 Gray-blue sandy CLAY, no visible creosote staining.
0985B
B-83
OB-11
Date drilled: 4/26/87 Location: C-200Method: Auger/corer Comments: Grouted hole onField rep.: Dave Back completion
Surface elevation: 61.3
Depth(ft) Description
0.0 - 3.45 Gray, gravelly SAND, wet to saturated. SWL at 1.5feet.
3.45 - 6.55 Brown and orange medium SAND and gravel, saturated.
6.55 - 12.9 Light brown SAND (poorly sorted), some fine tocoarse gravel, trace silt, wet to saturated.
12.9 - 13.0 Blue-gray CLAY.
13.0 - 16.5 Blue-gray silty CLAY, mottled brown.
0985B *•" flR302l*86
TB-12
Date drilled: 4/26/87 Location: B.75-670Method: Auger/corer oomments: Grouted hole onField rep.: Dave Back completion
Surface elevation: 61.16
Depth(ft) Description
0.0 - 3.0 Brown coarse SAND and GRAVEL, creosote smell.
3.0 - 4.0 Black, medium to fine silty SAND with organicmaterial with creosote smell.
4.0 - 8.0 Blue-gray-orange silty SAND with creosote-benzenesmell.
8.0 - 10.9 Blue and gray medium silty SAND, creosote smell.
10.9 - 11.7 . Same as above with horizontal creosote banding.
11.7-12.1 Same as above but not as stained.
12.1-12.5 Orange sandy SILT and CLAY, mottled.
12.5 - 13.0 Blue SILT.
13.0 - 15.5 Blue silty CLAY, visible creosote, friable.
<• O v- ' * '• ,*» t* C JL U i.
0985BB-85
flR302U87
TB-13
Date drilled: 4/27/87 Location: C.25-1950Method: Auger/corer Comments: Grouted hole onField rep.: Dave Back completion
Surface elevation: 57.4
Depth(ft) Description
0.0 - 4.0 Brown-orange brown and gray fine to medium SAND,little silt.
4.0 - 6.5 Blue-gray silty CLAY, friable.
6.5 - 7.0 Qray medium silty SAND.
7.0-9.0 Blue-gray silty CLAY, friable.
0985B
B-86
SR302U88
SCHNABEL ENGINEERING ASSOCIATESP.C.
CONSULTING GEOTECHNICAL ENGINEERS
February 27, 1984JAMES J. SCHNABEL P. E. . _ _. ,— .. .... , . ... -^ _.__.. . .. ONE WEST GARY STREETRAY E: MARTIN PH.D.. P.E. ... RICHMOND. VIRGINIA 23220RAYMOND AVDllstEPHEN P.E. ""."" "" ""- " i. : . . . . . . . 804:649-7035STEPHEN G. WERNER, P.G.j . . .
Gilbert W. Clifford, and Associates, Inc.150 Old Greenwich Drivejrredericksburg, Virginia 22401
Attn: Mr. Earl Sutherland
Subject: _ .L. A. Clarice -& Sons, Inc.Fredericksburg, Virginia
Gentleman:
Submitted herewith are five copies of preliminary subsurface investigationdata recently obtained for ..the above referenced project. Description of thegeologic.strata encountered, interpretation of groundwater and chemical test data,and contamination potential of the_ site will be formal i zed in a report onceall of the field data is. obtained. _
If you have any questions, regarding this preliminary data do not hesitateto contact us.
Very truly yours,
SCHNAEEL ENGESEERINS ASSOCIATES, P.C.
A. DeStephen, P.E.Conronwealth of Virginia
RAD:pdm
Enclosures(1) General Notes for Test Boring logsC2) Test Boring and Monitor Well Logs, B -9 through B-20(3) Test Boring logs S-3 and S-4(4) Estimated Subsurface Profiles (2)(5) Test. Boring Location Plan
B-87
GENERAL NOTES FOR TEST BORING LOGS
1. NUMBERS IN "SAMPLE SPOON" COLUMN INDICATE BLOWS REQUIRED TO DRIVE A 2 INCHO.D., 1-3/8 INCH I.D. SAMPLING SPOON 6 INCHES USING A 140 POUND HAMMER FALLIN30 INCHES ACCORDING TO ASTM D-1586,
2. VISUAL CLASSIFICATION OF SOIL IS IN ACCORDANCE WITH TERMINOLOGY SET FORTH IN"IDENTIFICATION OF SOIL." THE UNIFIED SOIL CLASSIFICATION SYMBOLS SHOWN INPARENTHESES ARE EASED ON VISUAL INSPECTION.
3. ESTIMATED GROUNDWATER LEVELS INDICATED BY ^ ; THESE LEVELS ARE ONLY ESTIMATESFROM AVAILABLE DATA AND MAY VARY WITH PRECIPITATION, POROSITY OF THE SOIL, SITETOPOGRAPHY, ETC. PIEZCMETER LEVEL OF DEEP AQUIFER INDICATED BY V .
A. REFUSAL AT THE SURFACE OF ROCK, BOULDER, OR OBSTRUCTION IS DEFINED AS APENETRATION RESISTANCE OF 100 BLOWS FOR 2 INCHES PENETRATION OR LESS. '
5. THE BORING LOGS AND RELATED INFORMATION DEPICT SUBSURFACE CONDITIONS ONLY AT THESPECIFIC LOCATIONS AND AT THE PARTICULAR TIME WHEN DRILLED. SOIL CONDITIONS ATOTHER LOCATIONS MA.Y DIFFER FROM CONDITIONS OCCURRING AT THESE BORING LOCATIONS.ALSO, THE PASSAGE OF TIME MAY RESULT IN A CHANGE IN THE SUBSURFACE SOIL ANDGROUNDWATER CONDITIONS AT THESE BORING LOCATIONS.
6. THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL ANDROCK TYPES AS DETERMINED FROM THE DRILLING AND SAMPLING OPERATION. SOME VARIATIONMAY ALSO BE EXPECTED VERTICALLY BETWEEN SAMPLES TAKEN. THE SOIL PROFILE, WATERLEVEL OBSERVATIONS AND PENETRATION RESISTANCES PRESENTED ON THESE BORING LOGSHAVE BEEN MADE WITH REASONABLE CARE AND ACCURACY AND MUST BE CONSIDERED ONLYAPPROXIMATE REPRESENTATION OF SUBSURFACE CONDITIONS TO BE ENCOUNTERED AT THEPARTICULAR LOCATION.
7. BORING LOG VERTICAL SCALE: 1/6 INCH * 1 FT.
8. TEST BORINGS DRILLED BY AYERS AND AYERS, INC., RICHMOND, VIRGINIAUNDER INSPECTION OF SCHNABEL ENGINEERING ASSOCIATES.
9. KEY TO SYMBOLS AND ABBREVIATIONS:
XV
STANDARD PENETRATION TEST *, NO SAMPLE RECOVERY
2" or 3" UNDISTURBED TUBE SAMPLE do, DITTO(RECOVERY SHOWN IN REMARKS COLUMN)
RQD, ROCK QUALITY DESIGNATIONPRE3SUREMETER TEST
w, NATURAL MOISTURE CONTENTVANE SHEAR TEST r-—n ____
._ _. CCNCEEIESTATIC CONE PENETRATION TEST
LOCAL BftCKFIJJLNX OR 2 INCH O.D. ROCK CORE RUN ' '(RECOVERY SHOWN IN REMARKS COLUMN) )•( BENTtfclTE SEAL
SAND FILTER
SCHWBEL ENGINEERING ASSOCIATES TEST BOR1NG LOG BORING NO.! »-»CONSULTING ENGINEERS
PROJECT t"A- « *u<w« « SWS. J.NC- SlUliTTLVAWIA LLAjWn', VIHGINI SHEET NO. 1 OFlCLIENT CILBllkl1 W- CLIFFORD t ASSOCIATES ; JOB NO. V83512BORING CONTRACT AYTRF 6 AypS; T>r. DRILL, r— r-i s ELEVATION' 63.43
WATER LEVEL DATA DRIVE SAMPLER CASING SIZE ; 3*»"' OAT
ENCOUNTERED V-AFTER CASING PULLED -
; TIME DEPTH CAVED TYPE S. S. DATE START. 1/16/846 1:40 5.0' - DIA. 2 00 DATE FINISHED: 1/17/B4
- i - - WT. 140* DRILLER- J._Z_HR. READING SEE TABLE BELCW FALL 30" INSPECTOR:a••ain
B
C
D
ft
12.C
tl t
•\m n
o.n
j;60
50
40
30
|55£g•\-*-m
1-«i-S
ifi-iq-TO
10-15-34
S-19-26
9-AO-M
&-15-20
ll-%Li-19
7-14-23
5-11-20
7-21-40
!ssR
S
S
s
s
s
s
s
a
IDENTIFICATION
FINE TO COARSE SWBj,TJWC£ SILT AND FINEGHAVEL,TOIST-REDDISH BTOWN (SM)do, FINE TO MEDniJ-TAH
do, FINE TO CmnSE GRAVELLY ,WET
CLAY .TRACE FINE SAND,M3IST-BLUE GRNttBHOWN (CH)
do, WITH COAPSE .GRAVEL,
FINE CLAYEY SILTY SAND,MnH mOl,K)IST-BLUE GRAY (SH)
OAYEY SILTrSCTC FINE SAW) WITH MICA tFINE SAND LENSES, KMST-BLUE GRAY TOGREEN (HI)
BORING TQWINATED AT 40.0 FffiT
Water Observation Well Data
Date Reading Hater Level (ft) Elev
/17 1 hr 7.5 57.4
/17 6 hr 7.8 57.1
/18 1 day 7.0 57.9
1/23 6 day 7.8 57.1
1/30 13 day 7.6 57.3
D
t*
AYETCS. JTt.B. rary
PI -.*. o.n'
•ii\'AU
2
*•ir.
?'ff
^
!!•
;;mi
'•B".
e3.3'
AI1UVIUM
CRETACEOU!
24.0'
26. 9'"2774"
i
37.4'
Ranarks
Sea installationdetail* above
water levelmeasured from topof metal casing
s-U
B-89
S T- E CJG .-EER G ASSOCIATES TE§-[ BORING LOG BORING NO :n ftrl CO'.'SJLT'NG ENGiNEERS B-3A" O-CCT !„.'•,, cArjir t s*?;. r*jc/ s r*1CV'£Wr rr~"-ir:f \-> rr'*~:-~!™i t r.c-tivV*»'. CfXTiACT" r\T- c * -\-«i T» -
i — rget ui'.'E OATA
Y",-.'-;T7. m-j-v VTnnr.-Ti-. SHEET NO. 1 OF iJOB NO, V83515
DRILI r---i= ELEVATION 13.51DKiVl SAMPLER CASING SIZE: ]),-
IOATE i T'WE DEPTHI CAVED TTPE S S. DATE START 1 /TJ/BJ' COUKT :RED n/m - i.o1AFTE^l CASING PULLED! 1A7 I -- HP* nE OING j err TABLE BELO)
4|* J >* Ifi s k, s ggiis§ K Issc'tj fts:
s
c
__1 •*.
__
tt t
"*~
" * "
—————— 1
——————
11
—
_
n:_—=—i- - _
• .• P ^—
__
SYMBOL
DIA. 2"OD DATE FINISHED: ]/n/ftdWT. 140* DRILLER: 1 nvtoc; TOFALL 30" INSPECTOR: B.FPEY
IDENTIFICATION
FTJJE TO COARSE SAND, TRACE" SILT 5OTH Fj ETO COARSE CRWE3.,TOlST-nCDDiai OTOWH TOTAN (SM)
V
CLAY, TRACEBROWN (CH)
BORING
Water
Date Heat
FHE SAND,M3IST-BLUE GRAY (,
TEKH1W.TED AT 15.4 FEET
Observation 1*2 11 Data
IjjTg Water Level (ft! Elev.
1/18 1 day 2.9 62.01/19 2 day 4.2 60.7
1/23 6 day 4.2 60.7V-JO 13 day • 3.0 62.0
.5anV1TfVt^r, LJJ;-V ——————
•• _ _laE;•' =,' ~ •,i SS
= ALLUVIIW
'. -,
= -. J1.J'
Rerarha
See installationdetails above
Water levelmeasured from topof metal casing
,--• ..B-90
SWfwbS?3fES£fflga*rES TEST BORING LOS BQWN8 m'-™>PROJECT L.A. CIARJZ i.SOH_,IHC. S1OESVLVANIA COUTvTJf.VIrtSTNiA ' SHEET NO. OF 1CL E.MT GIL3EKT W. ajTrOPO f, ASSOC JOB NO. VS3512•yn-ir, co-jTTjACTcn KVRP r AYTV . TJT. DRILL 0- -45 ELEVATION' 6<*.jl
WATER LEVEL DATA . DRIVE SAMPLER CASING SIZE; 3%"DAT
ENCOUNTERED 1/17AFTER CASING PULLED -
: TIME 1 DEPTH CAVED TYPE S S. DATE START: 1/17/84l:6t) 5.0' - DIA. 2"OD DATE FINISHED: 1/17/84- i - VfT. 140 m DRILLER: J. AYERS, JR.
^_«L READiNG.. ____ SEE 17,£LE BEL£[J FAL1_ 30" INSPECTOR. B.FREY
StRATUM
A
B~
C
0
C
0
Is12.Q
a.t\
|*T*-
-T1
17.0
P=
T>.n
35.0
40.0
>'J3 +5£ 3i
52 __
40
30
20
lt&oftspo:j°aa.wIB to«ia.1-9-10
6-28-29
12-18-11
1-5-B
1 5-11-15
15-26-3S
6-21-36
9-20-35
14-26-33
»-inn/n
iatS
S
s
ss
3"V
>
s
R
IDENTIFICATION
FINE TO COARSE SANDY GRAVEL,FILL TRACESJLT. WITH 7SPT FTJAfM? rs,MfiT.qT-RTnjN(f>i)FEE TO CCARSE" SANDY UtftVU.,THAU; yiUl1,- -wnTerp-r.Rsy TO TWJ (()FINE TO COARSE SAND,SCM£ SILT l THGRAVEL,1'JET-BIO*J (SM)
SILTY CLAY.SOW: FINE SAt®,HTIH MICA,AND FINE SAND IINSES,MDIST-BJCMN (CL)
CLAY,TRAC£ FINE SAND,WTIH GRAVEL.MOIST-BLUE GRAY £ BBDKN (CH)
FINE SANDY OAYEY SILT WITH MICA iFEUjSPAR.MQIST-BLUE GRAY I EKHU (Mi]
FINE CLAYEY SILTY SAND WITH MICA .FELnSPAR.MPIST-Lian' CHEEN (SM)
CIAY, TRACE FINE SAtC WITH fOCA, DRY-BLUE GREEM t BIO4I (CH)
FBC TO >CDIUM SAHD,5GFE CLAYEY SILT, WITHMICA.MDIST-LiatT GREEN (SH)
.BORING TEBMDOaiD AT 40.0 FEET
Hater Observation Well Data
Date Healing Hater Level (ft) Elev
1/18 20 hr 5.1 56. 2
1/19 2 day 5.7 55.6
1/23 6 day 5.7 55.6
V30' 13 day 5.7 55.6
EL: 61.3 . 2.0'
.;>f,s
p
2
—
—
>*.'
-
111
1 .1 '
• FILL
yxuvruM
romcEous
20,0!..
24.0'
28.0'
38.0*
40.0*
ftenarks
See installationdetails above
Hater levelmeasured f ran tofof metal casing
B-91
5C** 3C- ENGNEERJH3 «SOOATES TEST BORING LOG BORING NO.! a.1QA
pftOjgCT L.A. L.,\kS t SON ,INC, SFO.-Sn.VW4i;! COUMIY.VIiCINUl SHEET NO. 1 OF 1Ct-'ENT ijiatja M. tj.in yjittJ m n u.. JO9 NO. VUJSliif*"**"JIji COftTRACTCn *Y*-lt i AlLUt, INU ORI1_L U-lt-W ELEVATION 59. -i i
WATER LEVEL DATA DRIVE SAMR.ER CASING SIZE: 3 j"tOATE T1WE DEPTH CAVED TYPE S. S. DATE START. 1/J.//M
SVCOUNTERED (1/17 - i.o - DIA. a"oD DATE FINISHED^ i/i'/mAFTESCASING PULLED - -- WT. I40» DRILLER' J. WfERS, JR._Z.H8- READING SEE TABLE EHOW FALL 30" INSPECTORB> FistS
f
A
3-
C
r*-a-u.
!2.0
4.6
?.o
751
.
y
j
.50
is2 g IDENTIFICATION
FOE TO CCARSE SANDY GRAVEL, FIIL, TRACESILT.WITH COAL FRAGMEWrS,M3IST-Br£l (GM3
hOIST-GIUUf TO TftN (GM)FINE TO CCARSfi SAHD,SO_ SfiLT WlTti GRAVa,"rH BHpViH (9l)
srurvr CLAY,SOM€ FINE SAND WITH MICA &FINE SAND LENSES, MOIST-BSa*I TO BLUEGRAY (CL to CH)
BORING TOTHNATE: AT is.o FEET
Water Cbscrvation Hell Data
Date Reading Water Level (ft) Elev.
1/18 18 hr 3.4 57.3
1/19 2 day 4.7 56.0
1/23 § day 4.7 56.0
V30 13 day 3.9 56.9
EL; 60.8 1.6'
sr. ;Jr Fn*B*l-isj_•;• -. <.a':• — .. RLLUVTIK
:.' = 3EIRCECOS
•:-••; 14.8'
See installationdtailt above
Hater levelof metal casing
B-92
SC"'i' ci Nl£ERI?G 4sS6tiWES TEST BORING LOGPftOJECT L.A, G/JWITi" SQT15,iNC._SJ>OTSyLVW]lA COUJTY ,71113 INIAC- EVT.. "-ii*iijf W. CJijOHD £ ASSCC, _— - - -.-- --- -firn-,5 covnACTcn AYnss & AYTRS, T>JC. DRILL' CME-45
WATER LEVEL, DATA . DRIVE SAMPLESDATE TIME DEPTH CAVED TYPE S. S.
ENCOUNTERED- I/IR _ _ DlA. 2" 00AFTER CASING PULLED ,/tq a.^ DfW 15. f WT. W0« ._i_HR.. READING 5^ TABLE g^^ WLL M"
S1RA
1UM
A
C
ittB
4.0
7 n
Sit—
75. n
VW H
Jj*+
60
Ml12-14-34
14-12-134-9-8
4-8-13
5-15-19
5-10-15
ftS
S
s
ss
s
IDENTIFICATION
FINE TO COARSE SAND, FILL, TPACE SIL.GRAVEL,M3IST-BHCHN , BLACK (SM]
BORING NO.! a_u
SHEET NO. 1 OF ]JOB NO. V835J2ELEVATION 59. llCASING SIZE: 3VDATE START. 1/18/84DATE FINISHED: 1/18/84DRILLER J. AYERS.JR.INSPECTOR: B. FREY
r,HITH
FINE TO CCARSE SAND,SO>£ CLAYEY SILT,MDIST-RKDOISH BFCHN t GRAY (SM)
SILTY OAY,TRftCE FINS SAND, MDIST- REDDISHBtCt N £ BLUE GRAY (CL) ._.._- -CLAY,TRACE FINE SAND,MDIST-BRa* t PUJEGRAY (CH)
do.TRACE MICABORDC TERMINATED AT 15.0 FEET
Water Observation well Data
Dat« RAvling Water JLevel (ft)
1/18 4 hr Dry
I/IS 13 hr 5.6
V23 5 day 5.6
Elev
55.7
55.7
EL: 61. 3 ; 1.6'
\t -j '.1 0.Ii 11-2 ^
• '. ™ ,;;'.; - .:• ALLUVKW
".' ',*j- — ••• • — . : SEWCEOUS'$ — •'•':••--, 14.1'
Notj: siung oaorsin first threesoil sanplestaken.
See installationdetails above
Water levelmeasured fron topof metal casing
B-93 flR302U95
S i J?5S£5 *£S 7ES TEST BORING LOG BORING NO.: a-12CQ*oJ-.TjNG ENGINEERSPftO CT L.A. CLRSfZ b S3J INC., SsOISyLVANIA OXI.Ti'.Vlft EJIA SHEET NO, 1 OF 1CL'£Vf tr.3132 H. CLITrORD t ASSCC. J08 NO V33512?tfi"*5 Cpv ttcio* AVTRS s AYTHS TV. DRILL CMF 45 ELEVATION 55.91
VUIER LEVEL. DATA DRIVE SAMPLER CASING SIZE . 3VDATE T!ME' DEPTH CAVED TYPE 1 S, S. DATE START. 1/30/84
ENCQUKTgRED 1/30 T2:JO 0.5 - D1A. 2"OD DATE FINISHED^ 1/30/84A£t£8CAS'NG PULLED - 1 - - - WT. I40» ORILLER' J. AYERS JR._tm. READING 5 TW3I£ prT_rij FALL 30" INSPECTOR: B_ p,
wit* HIS
B
C
X .tts•i *
=1
—
UJ j.^e «H
w " aftfl.O SujC to4"**-t-Tl-17
1P-18-7
4-9-9
S-ll-15SYMBOL
S
S'
5
S
IDENTIFICATION
FINE TO COARSE SAM), SCTE CLAYEY SILT fcGRAVEL, WET-BHMN (SM)
CLAY, TRACE FINE SAND, M3IST-BLUE GRAY .BICW (CH)
BORING TERMINATED AT 8.5 FEET
Water Observation Well Data
Date Reading Water Level (ft) Elev.
V30 2hr 3.4 55.0
V31 18 hr 3.6 54.8
2/13 14 day 3.9 54.5
t- ,.-.N nv*• Sx 3 fc'Tl-
2 n1"• — • flTTJVTfjM
•• — / CRETACECUS- - •' 7.0'. ' ' >.
Renarks
See installationdeatails above
Water levelmeasured frontop of metalcasing
B-94
flR302i*96
SCHNABEL ENGINEERING ASSOCIATES TEST BORING LOG BORING NO.;B-13
PROJECT' L,A. OARKE t SCN PC. STOTSYLVANIA COUNTY, VIRGINIA SHEET NO. 1 OF 1CLIENT^ ..GH3ERT W. CLIFFORD t ASSCC. JO9 NO. • VB3512pQRING CONTRACTOR rtvrrx; K ftVTTjc; TW~_ DR! i L 1-w- /lr- ELEVATION' Sfi.4*
WATER LEVEL DATA DRIVE SAMPLER CASING SIZE: 31,"DAT
ENCOUNTERED l/:AFTER CASING PULLED -_I_HR, READING g—
i
B
r
ItT T
O C
jL
.50,.
Isli1-1-11
£=5=fl ——
J-9-1?
VM1
E TIME DEPTH CAVED TYPE S.S. DATE START. 1/30/6-50 1_1:OC 0.5' - DIA. 200 DATE FINISHED: 1/30/84
- - - WT. I40» DRILLER: J. AVERS JH.TABIZ BEKJ7 FALL 30" INSPECTOR: B. FREV
IS
H
S
S
IDENTIFICATION
FINE TO CQWSE SAWD.SCfE CLAXEY SILT £GRAVEL.WET-BROHN (SM)CLAY.TRACE FINE SAIJD,M3IST-BUJE GRAX tBRCWN (CH)
SORDC TERfONRTED AT 8.5 FEET
Water Cbservation Well Data
Date Reading Water Level (ft) Elev
1/30 4 hr 7.0 52,0
V31 19 hr 5.9 53.1
2/13 14 day 6.3 52.7
EL 59.0 2.6'
A. .b fll.-." ; 2.0'
* * ' VH'i'fV 7*' *
^ ; — Note: Lenses ofblade oil sub-stance to depthof 4.2 feet
Ranaxks
See installationdetails above
Hater leveltreasured irontop of metalcasing
B-95
AR302(*97
8011 iwwS«eS^WB TEST BORING LOG BORING NQ :3-14PftOJECT L.A. CLAnKS 1 SOTI, EC. SrojSVLVA'JIA COUWrY, VIKZtlV SHEET NO, 1 OF l6.I5-JT nrSST W. CLtFTOTO t ASSCC. - -- - J03 NO. i-pw??"W',0 Cf-VT*WCTOT avira <; r.v-w- T>y DRILL rvu_<r«;- ELEVATION 33. B2
«A?£R LT.E. DATA DRIVE. SAMPLER CASING SIZE: ii,»IDATE 1 TIME 1 DEPTH CAVED TYPE S.'S. DATE START. 1 /ifi/Bd
E COJNTEPED 1/18 - 1 - OlA. Z"OD DATE FINISHED: I/IR/SJJAFTEfi CASWG PULlEB 1/13| 3;00 1 DRV 8.S1 WTT, 140 » DRILLER: j r.vnx;. J?fcS.*. R£AO(NG sm j,, R=Tnj . . FALL 30» INSPECTOR. B. FPEY
SlflATUM E£u.
Bhmr
<f__
"Srfr"
m
^
50
— 1
i S#"5gi8B:J°SIlLja oi*oE•»a_io-a
pL»i,«;
2-8-17
1S
S.3
S
IDENTlFtCATION
FINE TO COTrRSE SATD.TRACE GRAVEL C STU,WCT-BflOWN (SP)CLAY,THACE FINE SAND.MQIST-SKM* ( BLUEowsr (»T
BORING TERMUftTEIj AT 8.5 F
Water Observation Well Data
Date Reading Water Level.(ft) Elev
1/18 1 hr Dry1/19 IS hr 7.2 si.jVIS 1 day 6.9 51.41/23 5 day 6.9 51.41/30 12 day 7.8 50.52/13 26 day 7.5 50.8
t
EL;58.3 2.5'
. __ • 1-3'•- *i- o.o1" •t '"''Q*.'• • r*T-
'.'. •: 3.0'.. — ;•" ~ '' Il[ IL
"^ *»:.• = •:• 8.0-
Remarks
See installationdetails above
water levelmeasured fron topof metal casing
B"96 flR302l498
' - K Ss 3 TEST BORING LOG BORING NO.! B-15PHO.*CT L.A. ci;&zz . sc«, rjc Sio:'srj,7>;iA cojr.TY, VIJGKJIA SHEET NO, f OF • iCLIEMT Miifcrsr w. CLinora t ASSCC. , _ .. _ "" .-- JOB NO, V82=12tvn-jfi cri'jTJiACTrn M-.SS & AI^S, rjc. DR'Lt. c - 5 ELEVATION 57. ir
\UTERLEVELDATA DRIVE EAWR.ER CASING SIZE: 3VDATE ! TIME 1 DEPTH CAVED TYPE t S 9. DATE START. 1/18/84
ENO»JTERED jyiB'll:J.s| i.tf1 - DIA. 2'OD DATE FINISHED: 1/18/B4A- TER. CASING PULLED Vl«| 11:401 a. a' - WT, | 140* DRILLER: J. AYERS, JR__ HR. READING^" SEE TftBtZ EEU3V TALL 30" INSPECTOR. S. FREY
5tfl*lljM
A
"~
C
¥JjL
?
T> n
TT?
3 +
50
ig3I«3-8-1B
4-5-9
5-11-lS
5-1S-22
6-17-24
4-10-15
SYMBOL
S
S
S
S
S
IDENTIFICATION
FEE £rtND,FILL,SCME SILTY CIJ\j?rW!THCOARSE GRAVEL, lOIST BfCUN (SC)SILTY CLAY,TRACE FINC SAtJD 6 CCWSEGRAVE!., MDIST-BHOHN . GRAY [CL)do, GRAY
CLAY, TRACE FINE SAND t MICA,MOIST- . --BRa-£J ( GRAY (CH)
SILTY CLAjf,TRACE FEE SAND t MICA.hOIST-OAY (CL)
BORING TERMINATED AT 15.5 FEET
Water Observation Well Data
Date Reading Water Level [ft] Elev
1/18 1 hr 7.0 52.7
1/18 10 hr 7.9 51.8
1/19 1 day 8.0 51.6
1/23 S day B.O 51.6V30 12 day 7.7 52.0
EL: :>!*•<' 3 fi>& n t,o.o.H W ~
•J5',^ -i
• =s •.„ •= :' JtL'JWIEJJU=3
• =;^
i -: «i.
Remarks
See installationdetails above
water levelmeasured f ran tofof metal casing
"i
B"97
SCH\A5S «-,<IHNG A 1ATES TEST BORING LOG BORING NO! o-ie
OBOJECT L,A. 'dWBS 1 SOtt.lNC SXJTSYLVKJTA COJt.TY, VTKtTNIA SHEET NO, OF 1CLIttf GI'JHISr W. CLEFTORD t ASSCC. JOB NO. vftiiirYtiG csvTMcrrn ATT™; * ry™ . T-r DRILL rv*--,s*; ELEVATION 55-3=
*-t£R _EVEu DATA DfllVE SAMPLER CASING SIZE: 3J;"
'iSEIDATE
3UtiTEHS) VISTIME DEPTH! CiVED TYPE S S". DATE START, 1/19/8410:1.5 -2.3't - DlA. 2" OO DATE FINISHED: 1/10/B4
AF?ERCAS;*lS PULLEQ 1/19 |12:1S B.O'I - WT. 140* DRILLER: J. AYERS. JR.—— >*• SEADJNG 5 . ,3 Bmw FALU so1' INSPECTTjR. S. FREY
[t**lt,M
p
———
L
¥?or?-r
X .J
j _____
D
-JL3-3
JL*
50
40
30
20
.
I5i!i?-7- 19
" 7 —4-6 11
6-9-11
6-17-lf
7-16-27
i-17-29
±d- &-4J.
U_*>4.jtfi
1?r?H-i7
0-17-H
SYMBOL
S
S
S
S
rf
s
s
is
5
5
S
IDENTIFICATION
| E TO m\ts£ simr CLAYEY 5,vo,M3isT-~srLT!tbriHiiT:Ht Gpfi;<JJ ^ , ^ ±.1 —CLAS.TRACE FHIE SAND i GRAVEL.MOIST-Bfd-JN £ BUJE GRAY (CH)dopl'in« LAYER OF FINE TO COARSE SANDYSILTY CLAY,WET(4-5.5')6b, TRACE MICA
SILTY OAY,SC*£ FEE SAMD.TRACE MICA,13IST-GRAY (CD
dAY,TRAC£ FINE SANDtMICA, WJIST-SROHMCH)
3r»,BIOW b GRAY
FINE TO t«DIUM CLAYEY SIUY SAHD, TRACEFELDSPAR t MICA,rOISTH3LUE GRAY (SM)
ij,SO>E CLKfEY "" • - ..
aoJilTH GIttVEL . CLMf PCCKETS-BRa*' TO
SORING TERMTNATSj AT 45.0 FEET
Hater Observation Well Data
:»t* R«adinq Water Level (ft) Elev
1/19 5 hr 7.6 50.2
V23 4 day 7.6 50.2
3/30 01 day 7.4 50.4
2/13 25 day 8.5 49.3
Ef:S7. 2.5'
\
| — i
2
I
\
^ 0.0'
L™j TACEOUS
12.0'
15.0'
23.0'
25.5'
.31.0*
36. Q'
44.5'Note: Strongodors noted infirst CMC »oilsanples taken
RemarksSee installationdetails atove
Hater levelmeasured fron topof metal casing
** c?t- -v.
B-98 8R302500
'' T 'GN S 5 TEST BOR'NG L°G B°RING NQ: B"1?-fto,-ecr L.A- ctrjs-r t SON, re sporeytvx'JiA OXSTKY. VT^INIA SHEET NO. i OF i£, F*jf /'TTCT"£xn r.- *- TT~iV.?V\ H *ff-v -"•ENT t;iTJ5E?ff w. c rrrC'=D & ?jscc. . . ., JOB NO, vsisi2-TP'j- CCVSMCTrn .-.V TM; A r-.V?5 T DRltL ~--r-s* ELEVATION 55. S*
WiTEfi LEVEL DATA... . OR.VE SAM=_ER. CASING SIZE: 3V1DATI T.I.I- i i-.r-r.Ti, *..,,(-« -..
E'JCCCfJTERED 11/18AFTER CAS'NG PULLED '1/11_i_HR. F
WOITTHIS
B
c
-
££:h'1 A
15. -3
(EADJNg
55«5
50
' TIME I DEPTH CAVED TYPE S. S. OiTE START. 1/1S/849:19 1.5' - - DIA. 2"OD DATE Fl WISHED: 1/16/849:1S 5.1' - WT. 140 » ORILLER: J. AYERS JH.
--- (SEC TAB!£ BSTOT «LL 30" INSPECTOR: B. FREY
gjg-gsjasC i via.I™!--?
T-«L_T
1_«!_H
it-TJ-lp
•i-lS-77
9-15-25
TOQ WAS
s
_a_s
sR
s
IDENTIFICATION
FI>E TO COARSE SAHD, TRACE SILT, WET- -WRrtN ffiPlCLAY, TRACE F3ME SAMD, ATO MICA,M3ISTB5O*J i BLUE GRAY (CH)
do, GRAY & BROW)
SORIJJG TCRHDPlTSj AT 15. 5 FEET
Water Observation Well Data
Date Reading Water Level (ft) Elev
I/IB 3 hr 5.2 52.9
I/IS 12 hr 6.4 51.7
I/I9 I day 6.9 51.2
1/23 5 day 6.9 51.21/30 12 day 6.7 51.4
ETrtBJ 2.6'
- .— , 1'0'Jt | *. 0.0'
xi H"^: 1 • f-9'•' 1
', = ;• 3ffiTACEOU!
• i1
•i -11 '
Rsnarks
See Jjistallationdetails above
Water levelmeasured fron topof metal casing
B-99 flR30250l
S>-~9&. ^ ASSOpTCS JEST BORING LOG SWING NO,: B_19
**Oj€CT T A ,-"/,!«•*• i <nj T-r «r. .-**->-! "VT A foi-rrv \rw:r*!T6 SnEET NO. 1 OF iC,. fNT ci'iw* * M nTf-n-VTr, ; r.eivr* J09 NO. >-q-j^ll>ft'"**-," CfV'imar'v'T -ST"*C r ".TTW -.*• POIIL' r*«- «e ElEVATlON 56. "5*
Ail £R L£*B- DATA W../E SAMPLER CASING SIZE^"'DATE 1 TtVE i CEPTri 1 CAVED TYPE 1 S S, 3ATE START l /iq/q^
ENCOU-.TERED it/KJ1 a-iiV •• T 1 - OIA. i 2" OD DATE FINISHED: i/^/fldAf'L1? CASIVG PULLED' 1/19T 9-4li Q1W i 8 5 WT. 140* DRILLE8J ,7 tv -ot; n_i_»«. READING j SHE T53LC 2ELUJ FALL 30" INSPECTOR^. FREY
I! 1sA
C"
Z
Jt-
50
Hi6-14-li
e-ii-ibj£-J-H
4-11-19
IS
,.
s
S
IDENTIFICATION
-;JDETO coAgsn SAND,FILL, TRACE SILT WITH
CLAY, TRACE FINE S/iTO,KriH SAND LEttSE,TRACE OHGW.1C MATTER, MOISTS ROWN -BLUE GRAY (CHJ
do^TRACZ haCA-BRGKN . BLUE GRAYBORING T5KDW3HJ AT 8,5 DCET
Hater Observation Hell Data
Date R&adinq Water Level (ft) Elev1/19 7 hr 1.5 50.7
1/23 4 day 5.3 53.9
1/30 n day 4.3 .54.9
2/13 25 day 4.6 54.6
FT • "fYi ^ •*• '
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Rsrarks
See installationdetails above
Hater levelmeasured f ran torof metal casing
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SC-v,?. ejG'NEEHiNG ASSX TES TEST SOWING LOG BORING NO.: 2-15
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FDE TO CCviRSE SAI. SCME OJ EY SILT i
SILTY CLAY, TRACE FEE SAMD t GRAVEL, JOIST
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•
BORING TERMTNATEIj AT 8.5 FEET
Water Observation Well Data
Date Reading Water Level (ft) Elev.
V30 5 hr DRY
V31 24 hr 6.8 52.1
2/13 14 day 6.0 52.9
3. 58.9 2.2': 0
'A F I n--• >- zki _
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RemarksSee installationdetails above
Kater levelmeasured f ranthe top ofmetal casing
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F2-E TO QITSCT eiwn, PTTT . f-ir- pr%rp -n'.- Yj ijy .Xti'.uwJi i— . Mivi tj.i;i-,:uisr:w -Firs TO CCA. SE GSAVEU.Y &*:"D,TS.iSCE SjLT,wrr-wj*y (SPJ
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t&ter t4ell .Cbser\'ation Data
Date Reading Water Level (ft.) Elev.
1/30 7hr 4.1 55.3
1/31 24 hr 4.4 55.0
2/13 14 day 5.1 . . 54,3
ET 59.4 . 2.3; L-
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rlararksSee installationdetails above
Hater levelmeasured froatop of netalcasing
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. REMARKS
FILL
MUUVUM
ftote : OSorsnoted in firsttwo soil s»Tples
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REMARKS
—TILL
ALLUVIUM
Cy TACEOtSNcte: Cdorsnoted in soilsan les nos.1,2 and 4
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4" P.V.C. Wall -Screen .010 Slot j itratM ,nd i0u typa> Jind chatl
i /" " • Roy Heston, Inc.. geologist.
All wella were fully developed upondirection of Roy Weston, Inc.
•0--*«0-'»21trr/91110 ot '« «:'ll*%»:«»;no.f *••>•!• 0 OOQ.Ql
h-»'- ^ LEGEND—————————————————
%% W& Wit M
^ 2B : -Mr S g -•«
•* V ml .'-Ji u fit "•:^ •< is^ j _ —5 *i g* «HS w «
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1986 under th* direction.•ton Co., Inc..
cteristic* v«r* logged by
completion under the
1 'Cement Bentoniti Coarse GravelBentonlt* Seal SandGrout
c'1 aR3Q2J
WQ-A Locking Cover
= 3sso
i
All wells vere Installed In June of 1986 under the direction.supervision .and inspection of Roy Western Co. Inc..Vest Chester, FA.
All atraeas and aoll types and characteristics vere logged by.Roy Weston . Inc. geologists.
All wells were fully developed upon completion under thedirection of Roy Hcston* Inc.
H" P.V.C. HelliScreen .010 Slot
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Note:
All wells ware installed in June of 1986 under the direction,auperviaion, and Inspection of Roy Heston Co., Inc.
Screen .010 Slot All stratas and soil types and characteristics vere loggedby Roy Heston, Inc.. geologists.
All vella vere fully developed upon completion under thedirection of Roy Heston, Inc.
Legend
8" Steel -mermanent —Gating
ttl4" P.V.C. HellScreen .010 Slot1
All wells were installed in June of 1986 uader the directionsupervision and inspection of Roy Hasten Co. Inc.West Chester. PA.
All strata* and soil types and characteristics vere loggedby Roy tfeiton. Inc.. geologists
All wells vere fully developed upon completion trader thedirection at lay Waston, lac.
Legend
CementlentoaiteCroat
C-4
APPENDIX D
RESULTS OP OVERACT IABCRATORY PROGRAM ANALYSESFOR ORGANIC AND INORGANIC CONSTITUENTS
0985B J •'™ ~ - " -—--.---- BR302532
1.A. CUrks Data Suiiary Ftbruary 9, 1988Page 1 . . . . . . .
SAMPLE NUMBER SAMPLE DESCRIPTION DATE MATRIXSAMPLED
CASE NO. 2329
ANALYTICAL LABORATORY: CAL ANALYTIC
LAC-6H-B13 NELL 813 OIOX/FUR:DCQ311-13 7/23/86 GROUNOHATERLAC-fiH-823 HELL 823 DIQX/fUR:OC0311-12 7/23/86 G80UHDHATERLAC-SO-D11 DITCH 1 DIOX/FUR:DC0311-03 7/23/86 SEDIMENTLAC-SD-011-D DITCH 1 OIQX/FUR:DC03H-04 7/23/86 SEDIMENTLAC-SO-LG1 'LAGOON 1 OIOX/fUR:DC0311-16 7/24/86 SEDIMENTLAC-SO-M02 TRIBUTARY H02 DIOX/FUR:DC0311-05 7/23/86 SEDIMENTLAC-SD-P01 POND P01 DIOX/FUR:DC0311-06 7/23/86 SEDIMENTLAC-SO-P01-0 POND P01 DIOX/FUR:OC0311-07 7/23/86 SEDIMENTLAC-SO-SS3-001 C-26, NEAR 55G DRUMS DIOX/FUR:DC0311-01 7/23/86 SEDIMENTLAC-SS-SS1-002 Cl/2-5, ADJ. TANKS DIOX/FUR:DC03U-08 7/23/86 SOILLAC-SS-TRIP-003 TRIP BLANK DIOX/FUR:OC0311-09 7/23/86 HATERLAC-SS-TRIP-SPK TRIP BLANK DIOX/FUR:DC0311-10 7/23/86 HATERLAC-SS3-K RINSE BLANK DIOX/FUR:OC03H-02 7/23/86 HATERLAC-SH-L61 LAGOON 1 DIOX/Flffi:DC031M4 7/24/86 SURFACE HATERLAC-SH-LG1D LAGOON 1 DIOX/FUft:DC032M5 7/24/86 SURFACE HATER
ANALYTICAL LABORATORY: KITTHAN-EBASCO
LAC-S8-H03-002 SOIL BORING K03 TOC/CEC:3-130033 7/23/86 SOILLAC-SB-H03-Q03 SOIL BORING H03 TOC/CEC:3-130035 7/23/86 SOILLAC-S8-H03-004 SOIL 80RING H03 TOC/CEC:3-130034 7/23/86 SOILLAC-SB-H03-005 SOIL BORING H03 TOC/CEC:3-130036 7/23/86 SOILLAC-S8-H03-006 SOIL BORING H03 TOC/CEC:3-130037 7/23/86 SOILLAC-S8-HQ7-14-161 SOIL 80RING W7 TQC/CEC:3-88123 7/23/66 SOILLAC-S8-W7-6-8' SOIL BORIHG H07 TOC/CEC:3-B8122 7/23/86 SOIL
D-l : • •
SR302533
L CASE HO. 5463
SIWPIE flUMEA SAKPLE DESCRIPTION ORGANIC INORGANIC DATE MATRIXTRAFFIC TRAFFIC SAMPLEDREPORT REPORT
AHAlYTICAl LABORATORY: EA ENG(Q); MACK(I)
Ol GARNET! HELL C0622 MCF302 1/20/86 GROUHDNflTERLAC-fii-RH02-002 fiRfiOY NELL CD623 MCF304 1/20/66 GROUNDNATERLK-SH-RHQ3-003 *mKT NELL CD624 MCF306 1/21/86 GRQUHONATERLAC-GH-RK04-Q04 SELF HELL CD62S NCF308 1/21/86 6ROUXDHATERLAC-CH-RH05-W5 MOHROE HELL CD626 MCF310 1/21/86 SRQUHOHATERLAC-GK-RWQ6-006 8EHNETT HELL CD627 MCF312 1/21/86 GROUNDHATERLAC-GH-RH07-007 KILLS HELL CD628 HCF314 1/21/86 GRQUHDKATERLAC-GH-RNQ8-OG8 PARK HELL CD629 MCF316 1/21/86 GROUNOHATERUC-SW-RK09-M9 RfllHES HELL C0630 MCF318 1/21/86 GROUNDHATERLAC-fi»-R«09-0!0 TRIP 8LANK CD631 MCF320 1/21/86 HATER
ANfttYTICflL LAIORATORY: HACK
LAC-GV-RH01-101 GARNETT (filtsrid) MCF303 1/21/86 fiROUNMATERLAC-GH-]tH02-102 GRADY (filttrtd) MCF305 1/21/86 GROUNDHATERLHC-GH-RW3-103 1REHT (filtifsd) HCF307 1/21/86 GROUHDHATERLW-W-RKOM04 SELF (filtirtd) NCF309 1/21/86 GROUNOHATERLAC-GK-ftKOS-105 MONROC (filtirid) NCF311 1/21/86 GROUNDHATERLAC-W-RWOMW BENNETT (filtirtd) HCF313 1/21/86 (ROUNDHATERLAC-&)i-RU07-107 HILLS (filtind) HCF315 .1/21/86 GROUNDHATERLAC-«K-8HOg-108 PARK (filUftd) HCF317 1/21/86 GRQUNOUATEftLAC-W-3H09-011 FIELD BLANK (filtirtd} MCF321 1/21/86 GROUNOHATERLAC-SH-RUM09 MINES (filtirid) HCF319 1/21/86 GROUNDHATER
CASE NO. S9S6
ANALYTICAL LABORATORY: YOftX(Q); RML(I)
UC-«-M01-Wl RIG TANK BLANK C0244 KCF32S 5/15/86 MATERLAC-W-K01-002 POTA8LE HftTER 8LANK C0242 NCF323 5/13/86 HATERIAC-GV-H01-003 TRIP BLANK CD243 NCF324 5/12/86 HATERLAC-S8~U05-001 . HCLL IBS BORING C024S 5/14/86 SOIL
CASE NO. 6071
ANALYTICAL LABORATORY: CAL
LAC-GH-B10-F13 HELL 610 (filtered) MCF366 6/10/86 SROUHDHATEfiLAC-GH-B14-F04 HELL 614 (filtered) MCF328 6/10/86 GROUKDUATERLAC-GK-BIS-FOS HELL 815 (filtirid) HCF329 6/10/66 GROUHDHATERLAC-CH-IU-F06 NELL 616 (filterid) NCF331 6/10/86 GROUNDHATERLAC-W-I16-FOS HELL 616 (filttrtd) HCF350 6/10/86 GROUNDHATER
D-2
Page 3
SAMPLE NUMBER SAMPLE DESCRIPTION ORGANIC INORGANIC DATE MATRIXTRAFFIC TRAFFIC SAMPLEDREPORT REPORT
LAC-GH-B17-F07" HELL 817 (filtered) MCF332 6/10/86 GROUNDNATERLAC-GH-B17-F09 ' R4NSE BLANK (filtered) MCF334 6/10/86 HATERLAC-SH-822-FI2 HELL 822 (filtered) HCF344 6/10/86 GROUNDHATERLAC-GH-89A-F11 HELL B9A (filtered) MCF346 6/10/86 GROUNDHATERLAC-GN-H01-F14 HELL HOI (filtered) MCF368 6/10/86 GROUNOHATERLAC-GN-H01-F17 RINSE BLANK (filtered) MCF372 6/10/86 HATERLAC-GH-H02-F15 HELL W2 (filtered) MCF370 6/10/86 6ROUNDNATERLAC-6W03-F18 HELL H03 (filtered) MCF374 6/10/86 6RQUNDNATERLAC-GH-H03-F19 HELL H03 (filtered) MCF375 6/10/86 GROUNDHATERLAC-GH-N04-F20 HELL H04 (filtered) MCF378 6/10/86 GROUNDWTERLAC-GH-H05-F21 HELL W5 (filtered) MCF380 6/10/86 GRQUN0HATERLAC-GH-H06-F22 HELL N06 (filtered) HCF382 6/10/86 GROUNDHATERLAC-6N-H07-F23 HELL H07 (filtered) MCF384 6/10/86 GRQUNDHftTERLAC-SN-NQ8-F24 HELL H08 (filtered) MCF386 6/10/86 GROUNDHATER
ANALYTICAL LABORATORY: NUS(Q); CAL(I)
LAC-SO-011-001 DITCH 1 (BY LAGOON) CF700 MCF352 6/10/86 SEDIMENTLAC-SD-D12-01B DITCH 1 (S OF SALES) CF701 MCF353 6/10/86 SEDIMENTLAC-SD-D21-OQ2 DITCH 2 (N OF PLANT) CF702 MCF354 6/10/86 SEDIMENTLAC-SD-D21-003 DITCH 2 (N OF PLANT) CF703 MCF355 6/10/66 SEDIMENTLAC-SD-D22-Q04 DITCH 2 (S OF SALES) CF704 HCF356 6/10/86 SEDIMENTLAC-SO-D31-006 DITCH 3 CF705 MCF357 6/10/86 SEDIMENTIAC-SO-031-007 TRIP BLANK CF706 MCF358 6/10/86 HATERLAC-SD-M01-009 MASSflPPONAX,Rte 608 C0282 MCF394 6/11/86 SEDIMENTLAC-SD-H02-011 TRIBUTARY M02 CD279 HCF391 6/12/86 SEDIMENTLAC-SD-H03-012 TRIBUTARY M03 CD280 MCF392 6/12/86 SEDIMENTLAC-SD-M04-013 TRIBUTARY H04 C0281 MCF393 6/12/86 SEDIMENTLAC-S0-M05-010 HASSAPPONAX.Rte 609 C02B4 MCF395 6/11/86 SEDIMENTLAC-SD-P01-016 POND P01 C0254 MCF359 6/10/86 SEDIMENT
ANALYTICAL LABORATORY: VERSAR(O); CAL(I)
LAC-GH-B10-013 HELL BIO CD264 MCF365 6/10/86 GROUNDHATERLAC-GH-B13-025 HELL B13 CD274 MCF383 6/10/86 GROUNOHATERLftC-SN-814-004 HELL 814 CA470 MCF327 6/10/86 GROUNOHATERLAC-6H-B15-005 HELL 815 CA469 MCF326 6/10/86 GROUNDHftTERLAC-GH-816-006 HELL 816 CA471 MCF330 6/10/86 SROUNDKATERLAC-GH-B16-008 HELL 816 CD253 MCF351 6/10/86 GROUNDHATERLAC-SH-B17-007 , HELL 817 CA472 MCF333 6/10/86 SROUNDHATERLAC-GH-817-009 RINSE BLANK CD252 MCF335 6/10/86 HATERLflC-GH-817-010 TRIP BLANK CD251 MCF348 6/10/86 HATERLAC-GH-B22-012 HELL 822 CD249 MCF345 6/10/86 GROUNDHATERLAC-GH-89A-011 HELL 89A C0250 MCF347 6/10/86 GROUNOHATERLAC-6K-SP1-026 GENERAL PRODUCTS HELL CD248 MCF342 6/13/86 GROUNDNATERLAC-fiH-HOl-014 HELL HOI CD265 MCF367 6/11/86 GROUNDHATERLAC-GH-W1-016 TRIP BLANK CD267 6/11/86 HATERLAC-GH-H01-017 RINSE BLANK CD268 MCF371 JL.WU/86J |ATI»LAC-SH-H02-015 HELL H02 C0266 MCF369 6/11/86 GROUNDHATER
D-3
flR302535
Pagi 4
SAMPLE NUMBER SAMPLE DESCRIPTION ORGANIC INORGANIC DATE MATRIXTRAFFIC TRAFFIC SAMPLEDREPORT REPORT
LAC-GH-H03-01I NELL H03 CD269 MCF373 6/11/86 GROUNDHATERLAC-GK-K03-019 HELL N03 C0270 MCF376 6/11/86 GROUNDHATERLAC-GH-N04-020 KU H04 CD271 MCF377 6/11/86 GROUNDNATERLAC-6K-HQ5-021 HELL N05 C0272 MCF379 6/11/86 GROUNDHATERLAC-6H-H06-022 HELL H06 CD273 HCF381 6/11/86 GROUNDHATERLAC-GK-K07-023 HELL H07 C0275 MCF385 6/12/86 GROUNDHATERLAC-6K-W8-024 HELL H08 CD276 MCF387 6/12/86 SROUNDHATERLAC-SH-DH-EHJ1 DITCH 1 (BY LAGOON) CD632 MCG500 6/11/86 SURFACE HATERLAC-SK-D12-Q05 DITCH 1 (S OF BALES . CD636 MCG504 6/11/86 SURFACE HATERLAC-SH-D21-Q02 DITCH 2 (N OF PLANT) CD635 MCG503 6/11/86 SURFACE HATERLAC-SH-Q22-Q03 DITCH 2 (S OF SALES) C0633 MCS501 6/11/86 SURFACE HATERLAC-SH-D22-004 DITCH 2 (S OF 8ALES) CD634 HCG502 6/11/86 SURFACE HATERLftC-SH-MOl-006 KASSAPPQNAX.RU 608 C0259 HCF360 6/U/86 SURFACE HATERLAC-SH-K01-01I TRIP BLANK CD277 MCF388 6/11/86 HATERLAC-SN-M02-007 TRIBUTARY M02 C0260 MCF361 6/12/86 SURFACE HATERLAC-SH-K03-QQ3 TRIBUTARY M03 C0261 MCF362 6/12/86 SURFACE HATESLAC.-SK-M04-009 TRIBUTARY M04 C0262 HCF363 6/12/86 SURFACE HATERLAC-SH-M05-010 HASSAPPONAX.Rte 609 C0263 MCF364 6/11/86 SURFACE HATERLAC-SH-P01-012 POHD P01 CD278 MCF390 6/12/86 SURFACE HATER
CASE NO. 6245
ANALYTICAL LABORATORY: HITTMAN-£8ASCO(Q); HCAS(I)
LAC-SD-S33-Q01 C-26.NEAR 55S DRUMS CD256 MCF336 7/23/86 SOILLAC-SS-SS1-002 CI/2-5, ADJ. TANKS C0257 MCF337 7/23/86 SOILLAC-SS-TRIP-003 TRIP BLANK C0258 HCF338 7/23/86 SOIL
CASE KO. 6384
ANALYTICAL LMORATORY: , IT/CERRITOS(0); CHEMTECH(I)
LAC-SO-RUF-1 RUFFIKS POND CG012 MCH212 9/18/86 SEDIMENTLAC-SD-RUf-2 aufFINS POND CG013 NCH213 9/18/86 SEDIMENTLAC-SL-R8-1 RIHSE BLANK CG02B HCH228 9/22/86 HATERLAC-SL-SP-21-1 Hl/2-6.5, 0-0.5ft CG004 MCH204 9/17/86 SOILLAC-SL-TM BUHK CG011 MCH211 9/18/86 SOILLAC-Sl-TI-2 TRIP BLANK C6027 MCH227 9/22/86 HATERLAC-SL-TP-12-1 C-27, 0-lft CG014 HCH214 9/18/86 SOIL^LAC-Sl-TP-n-1 01/2-28, 0-ift ' CS015 MCH215 9/18/86 SOILLAC-a-TP-13-2 01/2-28, l-2ft CG016 MCH216 9/18/86 SOILLAC-SL-TM7-1 Jl/2-4.25, 0-O.Sft C6018 MCH218 9/20/86 SOILLAC-SI-TP-Z7-2 Jl/2-4.25, 4-6ft C6019 MCH219 9/20/86 SOILLAC-SL-TM7-3 Jl/2-4.25, 6-7ft C6020 MCH220 9/20/86 SOILLftC-SL-TP-18-2 " * *"" CG021 MCH221 9/20/66 SOIL
BR302536
Page 5
SAMPLE NUMBER SAMPLE DESCRIPTION ORGANIC INORGANIC DATE MATRIXTRAFFIC TRAFFIC SAMPLEDREPORT REPORT
LAC-SL-TP-19-2 L-6, CG022 MCH222 9/20/86 SOILLAC-SL-TP-19-3 1-6, 5.5ft CG023 HCH223 9/20/86 SOILLAC-SL-TP-20-2 Jl/2-8,3.5 ft CG024 MCH224 9/20/86 SOILLAC-SL-TP-22-2 61/2-6, 2.5-4.5ft CG025 MCH225 9/21/86 SOILLAC-SL-TP-6-1 6-9, 0-0.5ft CG002 MCH202 9/17/86 SOILLAC-SL-TP-6-4 G-9 CG003 MCH203 9/17/86 SOILLAC-SL-TP-7-1 TEST PIT 7 .CG005 MCH205 9/17/86 SOILLAC-SL-TP-7-2 TEST PIT 7 CG006 MCH206 9/17/86 SOILLAC-SL-TP-7-4 TEST PIT 7 CG007 MCH207 9/17/86 SOILLAC-SL-TP-B-1 E-6, 0-O.Sft CG008 HCH208 9/17/86 SOILLftC-SL-TP-8-2 E-6, 5ft CG009 MCH209 9/17/86 SOILLAC-SL-TP-8-3 E-6, 6.5ft CG010 HCH210 9/17/86 SOILLAC-SL-TR-1-1 C-8, 0-0.5ft CG017 MCH217 9/19/86 SOILLAC-SL-VC-02 1-14, 0-2 ft CG026 MCH226 9/20/86 SOIL
CASE NO. 6497
ANALYTICAL LABORATORY: CAL HATER
LAC-5D-K06-019 HASSAPONAX N06 CE686 9/21/86 SEDIMENTLAC-SD-M06-020 MASSAPONAX M06 CE687 9/21/86 SEDIMENTLAC-SD-M07-021 TRIBUTARY « 001 CE688 9/21/86 SEDIMENTLAC-SD-M07-022 TRIBUTARY « 001 CE689 9/21/86 SEDIMEHTLAC-SD-M08-023 BASSAPOKAX M08 CE690 9/21/86 SEDIMENTLAC-SD-M08-024 MASSAPONAX M08 CE691 9/21/86 SEDIMENT
CASE NO. 6777
ANALYTICAL LABORATORY: HCAS(O); CHENTECH(I)
LAC-SC-M11-005 FIELD BLANK CF715 1/24/87 HATERLAC-SC-M11-006 TRIP BLANK CF716 1/24/87 HATERLAC-SL-H09-001 MASSAPONAX M09 CF707 MCH600 1/24/87 SOILLAC-SL-M11-003 MASSAPONAX Mil CF711 MCH604 1/24/87 SOILLAC-SL-W3-002 HELL H03 CF709 KCH602 1/24/87 SOIL
CASE NO, 7131
ANALYTICAL LABORATORY: HAZLETON(Q); CSflRI(I)
LAC-AO-TB-01 TRIP BLANK CG116 MCH116 4/24/87 HATERLAC-AQ-T8-02 TRIP BLANK C6132 ..... 4/26/87 HATERLAC-AQ-H8-01 HATER BLANK CG115 MCH115 : ' - 4/24/W' WTEP
/5R302537
Pagt
SAKPLE NUMBER SAMPLE DESCRIPTION ORGANIC INORGANIC ' DATE MATRIXTRAFFIC TRAFFIC SAMPLEDREPORT REPORT
LAC-AQ-HB-02 . HATER BLANK CG131 HCH131 4/26/87 HATERLAC-SS-809-01 SOIL BORING 9 CG118 MCH118 4/24/87 SOILLAC-SS-B09-02 SOIL 80RIHG 9 CG117 MCH117 4/24/87 SOILLAC-SS-B10-01 SOIL 80RINS 10 CG119 HCH119 4/25/87 SOILLAC-S3-I10-02 SOIL IORIH6 10 CS120 MCH120 4/25/87 SOILLAC-SS-S11-01 SOIL SORING 11 CG121 MCH121 4/26/87 SOILLAC-SS-I11-02 SOIL BORING 11 CG122 HCH122 4/26/87 SOILLAC-S5-I12-01 SOIL SORING 12 CG123 HCH123 4/26/87 SOILLAC-S5-I12-02 SOIL BORING 12 CG124 , MCH124 4/26/87 SOILLAC-SS-812-03 SOIL BORING 12 CG125 MCH125 4/26/87 SOILLAC-SS-S12-030 SOIL BORING 12 CG126 MCH126 4/26/87 SOILLAC-SS-B12-04 SOIL BORING 12 CS127 HCH127 4/26/87 SOILLflC-SS-812-05 SOIL BORHS 12 CG128 MCH128 4/26/87 SOILLAC-SS-112-06 SOU SORING 12 CG129 MCH129 4/26/87 JOILLAC-SS-B13-01 SOIL BORING 13 CG130 MCH130 4/26/87 SOILLAC-SS-RS-OI RINSE BLANK C6114 MCH114 4/23/87 HATERLAC-SS-TPft-01-03 TEST PIT A CG101 MCH101 4/21/87 SOILLAC-SS-TPA-02-11.5 -TEST PIT A CG102 MCH102 4/21/87 SOILLAC-SS-TPS-01-9,5 TEST PIT 8 CS106 MCH106 4/21/87 SOILLAC-SS-TPC-01-08 TEST PIT C CG107 MCH107 4/21/87 SOILLAC-SS-TPE-01-C TEST PIT E CG108 HCH108 4/21/87 SOILLAC-SS-TPF-01-C TEST PIT F CG109 MCH109 4/22/87 SOILLAC-SS-IPG-01-02 TEST PIT S CG110 HCH110 4/22/87 SOILLAC-SS-TP6-02-03 TEST PIT G CS111 MCH111 4/22/87 SOILUC-SS-TPJ-QI-03 TEST PIT J CS112 HCH112 4/23/87 SOILLAC-SS-TPJ-02-04 TEST PIT J C6113 HCH113 4/23/87 SOILUC-SS-TfW-01-fll TRENCH A C6104 HCH104 4/21/87 SOILLAC-SS-TRfHl-OlD TRENCH A CG105 MCH105 4/21/87 SOILLAC-SS-TRA-02-03 TRENCH A CS103 HCH103 4/21/87 SOIL
CASE NO. 7324
ANALYTICAL LABORATORY: CflL ANALYTIC
LAC-AB-TI-03 TRIP BIAKK CG086 MCH856 5/19/87 HATERLAC-AQ-T8-04 TRIP 6LANK CG09B 5/20/87 HATERLAC-GH-RI-01 RINSE BLANK CG085 NCH855 5/19/87 HATERLAC-6H-H01-01 HELL HOI C6083 HCH853 " 5/19/87 GROUNDWATERLAC-6H-W2-01 NELL H02 CG084 MCH854 5/19/87 GROUHOHATERIAC-6K-H03-01 HELL H03 CS087 MCH837 5/19/87 GROUHDHATERLAC-SK-K04-01 NELL H04 C6088 MCH838 5/19/87 GROUHOHATERLAC-SH-H05-01 HELL H05 CG089 MCH839 5/19/87 GROUHDHATERLAC-GK-H05-02 HELL H05 CG095 MCH865 5/20/87 GROUHDHATERLAC-GH-H06-01 HELL H06 CG090 KCH840 5/19/87 GROUKDHATERLAC-6H-W6-Q2 HELL H06 CG096 MCH866 5/20/87 GROUNOHATER
» : LAC-W-H06-03 HELL H06 C6097 MCH867 5/20/87 GROUHDHATERLAC-GH-W7-01 HELL H07 CG091 HCH861 5/19/87 SROUNDHATER
flR302538
Page 7
SAMPLE NUMBER SAMPLE DESCRIPTION ORGANIC INORGANIC DATE MATRIXTRAFFIC TRAFFIC SAMPLEDREPORT REPORT
LAC-GH-WOa-fll HELL H08 CG092 MCH862 5/19/87 GRQUNOKATERLAC-GK-H09-01 WEU H09 CG134 MCH134 5/18/87 6RQUHOHATERLAC-GH-H10-01 HELL H10 CG133 MCH133 5/18/87 GROUNDHATERLAC-GN-H15-01 HELL 15 CG093 MCH863 5/19/87 GRQUHOKATERLAC-GH-H22-01 HELL 22 CG094 NCH864 5/19/87 GROUNDHATERLAC-SO-DD1-01 DITCH 1 CG137 HCH137 5/18/87 SEDIMENTLAC-SD-DD1-02 DITCH 1 CG138 MCH138 5/18/87 SEDIMENT "LAC-SD-DD2-01 OITCH 2 CG141 MCH841 5/18/87 SEDIMENTLAC-SO-OD2-02 DITCH 2 CG142 HCH842 5/18/87 SEDIKEHTLAC-SD-OD3-01 OITCH 3 CG145 MCH845 5/18/87 SEDIMENTLAC-SD-DD3-02 DITCH 3 CG146 MCH846 5/18/87 SEDIHEHTLAC-SD-VP-01 HESTVACQ POND CG080 MCH850 5/18/87 SEDIMENTLAC-SO-VP-01DUP HESTVACO POND CG081 HCH851 5/18/87 SEDIMENTLAC-SD-VP-02 HESTVACO POND CG082 HCH852 5/18/87 SEDIMENTIAC-SH-DD1-01 DITCH 1 CG135 • MCH135 5/18/87 SURFACE HATERLAC-SH-001-02 DITCH 1 CG136 MCH136 5/18/87 SURFACE HATERLAC-SN-DD2-01 DITCH 2 CG139 MCH139 5/18/87 SURFACE HATERLAC-SH-OD2-02 DITCH 2 CG140 MCH140 5/18/87 SURFACE HATERLAC-SH-DD3-01 OITCH 3 CG143 MCH843 5/18/87 SURFACE HATERLAC-SH-DD3-02 DITCH 3 CG144 MCH844 5/18/87 SURFACE HATERLAC-SH-VP-01 HESTVACO POND CG077 MCH847 5/18/87 SURFACE HATERLAC-SH-VP-010UP HESTVACO POND CG078 MCH848 5/18/87 SURFACE HATERLAC-SH-VP-02 NESTVACO POND CG079 MCH849 5/18/87 SURFACE HATER
D-7
SR302539
Due to the poor quality of the original data copy, this tableof analytes, lifted in the same order as those reported- bythe laborator*-.- is enclosed.
CAS IHA 74 - 87-3 Ch I oroaethane«u"ber 74-83-9 Bromoffsthane
!-"??"? K*"?***! .v .« efct 75-01-4 Vinyl Chloride111-44-4 bis (2-Chloroethyl) Ether Te.nn-* rt. i *.-«»h»«95-57-8 2-Chlorophenol 75*00-3 Chloroethane541-73-1 1, 3-Dichlorobenzen* 75-00-2 Nethylene Chloride106-46-7 1, 4-pichlorobenzene 67-64-1 Acetone100-51-6 Benzyl Aelohol 75-15-0 Carbon Disulfid*«12~7 k£S SSStmm 75'36-4 1.1-Dichloro.then.95-48-7 e-netnylpnenOl ?e T/ * 4 4 * 1 1 . 1 *.<.39638-32-9 bis <2-chlorosopropyl) Ether 75-34-3 1,1-Dichloroethsne106-44-5 4-Methy I phenol 156-60-5 Tram-1, 2-Dfchloroethene621-64-7 M-Httroso-Di-n-PropylaKine 67-66-3 Chloroform67-72-1 Hexachloroethane 107-06-2 1, 2-Oichloroethane
78'83-3 1' 1' 1-Trichloroethane56-23-5 Carbon Tetrachloride
106-67-9 2, 4-Di««thylphenol 108-05-4 Vinyl Acetane85-85-0 Benzofc Acid (2) 75-27-4 Broniodichloroaiethane111-91-1 bis C2:chtoroethoxy> Methane 78-87-5 1, 2-DIchloropropanei§:i:? ?; Ti hfor nzene J '6 Jrans-l. 3-Oichloropropane91-20-3 Naphthalene 79-01-6 Trichloroethene106-47-8 4-ChloroanHint 124-48-1 Olbronochloromethane87-88-3 Hexachlorobutadiene 79-00-5 1, 1, 2-Trichloroethane59-50-7 4-Chloro-3-Methylphenol 75-25-2 Bronofona91-57-6 2-Methylnaphthaltnt 591-78-6 4-Hethvl-2-Pent«non..77-47-4 Hexachlorocyclepmntadiene J'! ™ ? * "ethyl * Pent««n«88-06-2 2. 4, 6-TrichloTophonol 108-10-1 2-Bexanone95-95-4 2, 4, 5-Trichlorophenol 127-18-4 T«trachloro«th«ne91-58-7 2-Chloronaphthalene 79-34-5 1, 1, 2, 2-T«trachloroethane88-74-4 2-NttroanUine 108-88-3 Toluene
99-08-2 3-HitroanfUne 100-41-4 Ethyl benzene83-32-9 Acenaphthene 100-42-5 Styrene61-28-5 2, 4-Dlnitrophenol Total Xylene*100-02-7 4-Mitrophenol132-84-9 Oibeniofuran121-14-2 2, 4-Dinitrotoluent606-20-2 2, 6-Dinitrotoluen*84-65-2 Diethylphthalau7005-72-3 4-Chlorophenyl-phenyleth»r96-73-7 Fluortnt100-01-4 4-Nftroanflint634-52-1 4. 6-Dfnftra-Z-Ktthvlphenol86-30-6 M-Nitro«odfphenylMlne METALS101-55-3 4-BrcMophcnyl-phenyLether Aluainura118-74-1 Hexacholorbenzem Antimony87-86-5 Pentachlorophenol Arsenic85-01-8 Phenanthrene Barium120-12-7 Anthracene Beryllii»84-74-2 Df-n-Sutylphthalate CadeiiM206-44-0 Fluoranthvne Cobalt '129-00-0 Pyrene Copper *85-53-7 lutylbenzylphthalate Iron91-94-1 3, 3-Dichlorobenzidina (3) Lead56-55-3 Imzo (a) Anthracene Hagnesiun117-81-7 bis (2-Ethylhexyl) Phthalate Nercury218-01-9 Chrysem HickelPot as i urn117-84-0 Oi-n-Octyl Phthalate Selenium205-99-2 Mnzo (b> Fluoranthtnt Silver207-08-° Benzo (It) Fluoranthene Sodi«60-32-8 Benzo (a) Pyrene Thallium193-39-5 Indeno (1, 2, 3-cd) Pyrene Tin53-70-3 Dibenzo («, h) Anthracene Vanadiu*191-24-2 lenzo <g, h, i) Perylene Zinc
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Due to the poor quality of the original data copy, this tableof analytes, lijted in the same order as those reported bythe Liberator-v is enclosed.
CAS INA 74-87-3 Chloromethan*tnf K *r ^ . 74-83-9106-95-2 -Phenol TC m /111-44-4 bis C2J-Chloroethyl) Ether JJ " *95-57-8 2-Chlorophenot 75-00-3 Chloroethane541-73-1 1, 3-Dichlorobenzene 75-00-2 Methylene Chloride106-46-7 1, 4-Oichlorobenzene 67-64-1 AcetoneJ? 1:6 !en9'i«!.:!oh2L_ TS-IS-O Carbon Disulffde95-50-1 1, 2*Dichlorobenzene _ _ _ TC.TA./ 1 i.M»4ii «.•«.»«•-«.»95-48-7 2-Methylphenol I? » J '] ° |* oroethene39638-32-9 bis <2-ehlorosopropyl> Ethtr 75-34-3 1,1-DfcMoroethane106-44-5 4-Methylphenol 156-60-5 Trans-1, 2-Oichloroethene621-64-7 N-Mitroso-Di-n-Propylamine 67-66-3 Chloroform67-72-1 Haxachlorotthane 107-06-2 1, 2-Dichloroethane
88-75-5 2-Mitrophenol 56-23-5 Carbon106-67-9 2, *-Di«»thylphenot 108-05-4 Vinyl Acetana85-85-0 Benzole Acid <2) 75-27-4 Bromodichloronethane
78-87-5 1( 2-
91-20-3 Naphthalene 79-01-6 Trichloroethene106-47-8 4-Chloroanilin« 124-48-1 Oibronochloroawthant87-88-3 Hexaehlorobutadiena 79-00-5 1, 1, 2- Tri Chloroethane59-50-7 4-Chloro-3-HethytF*.enol 75-2S-2 Brofflofora91-57-6 2 -Methyl naphtha lent wi-Tft-A i.ythwi-5-B.r..-.™*.77-47-4 Hexaehloroeyetopentadiene ?*1 ™ J 4-Methyl-2-P«ntanon*88-06-2 2, 4, 6-Trichlorophonol 108-10-1 2-Hexanone95-95-4 2, 4, 5-Tridilorophenol 127-18-4 Tetrachloroethene91-58-7 2-Chloronaphthalan« 79-34-5 1, 1f 2, 2-T«rachloroethane88-74-4 2-Hitroani I int 108-88-3 Toluene131-11-3 Dimethyl Phthalat* 108-50-7 rM«^h«™~208-96-8 Acensphthylene °J J° 7 Chlorobenzene99-08-2 3-Mitroanillne 100-41-4 Ethylbeniene83-32-9 Acenaphthene 100-42-5 Styrene61-28-5 2, 4-Dinitroch«nol Total Xylenes100-02-7 4-Nitrophenol132-84-9 Dibenzofuran121-14-2 2. 4-Oinitrotoluene606-20-2 2. 6-Dinltrotolutnt84-65-2 Diethylphthatat* " .7005-72-3 4-Chloroph«nyl-ph*nyLtth«r96-73-7 Fluor one100-01-4 4-Mitroanilint634-52-1 4, 6-Dinitro-2-Ntthytphml86-30-6 M-MitrosodiphtnylMint METALS101-55-3 4-Bronophenyl-phenylether AlMimM118-74-1 Kexacholorbtnzene Antimony87-86-5 Pentachlorophcnol Arsenic85-01-8 Phenanthrcn* Barium120-12-7 Anthracene Beryllium34-74-2 Di-n-8utylphthalat« Cadmium206-44-0 Fluoranthenc Cobalt \129-00-0 Pyrene Copper *85-58-7 Butytbenzytphthatate Iron91-94-1 3, 3-Dichlorobenzidine (3) Lead56-55-3 Benzo (a) Anthracene Hagnesiun117-81-7 bis (2-Ethylhexyt) Phthalate Mercury218-01-9 Chrysene Nickel
Pot as i urn117-84-0 Di-n-Octyl Phthalate Selenium205-99-2 Benzo (b) Fluoranthan* Silver207-08-9 lenzo (k) Fluor ant hene Sodlun60-32-8 Benzo (a) Pyrene Thallium193-39-5 Indeno <*. 2. 3-cd) Pyrene Tin53-70-3 Dibenzo (n, h> Anthracene Vanadiu*191-24-2 larae <9» h, i) Ptrylene Zinc
D-19
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flR302558
Due to the poor quality of the original data copy, this tableof analytes, li-ted in the same order as those reported bythe Liberator", is enclosed.
CAS BNA U -87- 3 Ch lorcftethane,*, %&r „.. tl 74-83-9 . BromomAthene106-95-2 Phenol' .. .. .. - 75-01-4 vinvl Chloride111-44-4 bis (2-Chloroethyl) Ether 1? ?! J "yl C?i _95-57-8 2-Chlorophenol 75-00-3 Chloroethane541-73-1 1, 3-Oichlorobenzene 75-00-2 Hethytene Chloride106-46-7 1, 4-Dichlorobenzene 67-64-1 Acetone100-51-6 ?en5yiJA£f<)h°L- 75-15-0 Carbon Disulf.de95-50-1 1, 2-Dichlorobenien« TH.IA.L i i95-48-7 2-Methylphenol "•*'* ' J'39638-32-9 bis <2-chlcrosopropyl> Ether 75-34-3 1 ,1-106-44-5 4 -Methyl phenol 156-60-5 Trans-1, 2-Dichloroethene621-64-7 H-Mftroso-Di-n-Propylanine 67-66-3 Chloroform67-72-1 Hexachloroethane 107-06-2 1, 2-Dichloroethane££1 iffiSST JJ-O-J '. ni.TrfcMoro.tt-.88-75-5 2-Nitrophenol 56-23-5 Carbon Tetrachloride106-67-9 2. 4-Oi«ethylphenol 108-05-4 Vinyl Acetane85-85-0 Benzo ic Acid (2) 75-27-4 BronxxlichlorcnethaneMl'll'l M' 0 0 Hethane 78-87-5 1. 2-Dichloropropane
L5S:? f; L ll SRSL« if T 6 IT1;;1' 3-rchlopopropane91-20-3 Naphthalene 79-01-6 Trichloroethene106-47-8 4-Chloroaniline 124-48-1 Dffaromochloroiiiethane87-88-3 Hexaehlorobutadlene 79-00-5 1, 1, 2-Trichloroethane5?"!S"I 4-Chloro-3-Methylph«nol 75.35-2 Bromofora77:47:! SeSSror l iene 591.78-6 4-Methyl-2-Pentanone88-06-2 2, 4, 6-Trichlorophonol 108-10-1 2-Hexanone95-9S-4 2, 4. 5-Trichloroph«nol 127-18-4 Tetrachloroethene91-58-7 2-Chloronaphthalene 79-34-5 1, 1. 2, 2-Tetrachloroethane* , «.131-11-3 Dimethyl Phthalate 1nR „.-208-96-8 Acenaphthylane - « J? J99-08-2 3-Mitroaniline 100-41-4 Ethylbenzene83-32-9 Acenaphthene 100-42-5 Styrene61-28-5 2, 4-Dinitrophenol Total Xylenes100-02-7 4-Mitrophenol132-84-9 Dibenzofuran121-14-2 2, 4-Oinitrotoluene606-20-2 2. 6-Dinitrotoluene84-65-2 Oiethylphthalatt ' "7005-72-3 4-Chlorophenyl -phenytether96-73-7 Fluorene100-01-4 4-HftroaniUne634-52-1 4, 6-Dinitro-2-Hethylph<mol86-30-6 N-Mitrosodfphenylaaiine METALS101*55-3 4-Broaophenyt-phenylether Alwinum118-74-1 Hexacho lot-benzene Antimony87-86-5 Pentaehlorophenol Arsenic85-01-8 Phenanthren* Barium120-12-7 Anthracene Beryllium84-74-2 Di-n-Butylphthalate Cadmium206-44-0 Fluoranthene Cobalt S129-00-0 Pyrene Copper *85-58-7 ButyLbenzylphthalate I ron91-94-1 3, 3-OichlorobenzIdine C3) Lead56-55-3 Benzo <a) Anthracene Hagnesiun117-81-7 bis (2-Ethythexyl) Phthalate Mercury218-01-9 Chrysene MickelPot as i urn117-84-0 Di-n-Octyl Phthalate Selenium205-99-2 Benzo (b) Fluoranthene Silver207-08-9 Benzo <k) Fluoranthene Sodium60-32-8 Benzo (a) Pyrene Thallium193-39-5 Indeno «1, 2, 3-cd) Pyrene Tin53-70-3 Dibenzo (a, h) Anthracene Vanadium191-24-2 Benzo (9, h, i) Perylene 2inc
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4R30260I
Due to the poor quality of the original data copy, this tableof analytes, lifted in the same order as those reported bythe l.Tborator--- is enclosed.
' CAS IKA 74-87-3 ChtorcnethaneKu»fcer 74-83-9 8ron-on»thane
106-95-2 Phenol;, 75-01-4 Vinvt Chloride111-44-4 bis (2-Chloroethyl) Ether 1* " * CM^Jrh^95-57-8 2-Chlorophenol 75-00-3 Chloroethane541-73-1 1. 3-Dichlorobenzene 75-00-2 Hethylene Chloride106-46-7 1. 4-Dichlorobenzene 67-64-1 Acetone100-51-6 Benzyl Ac I oho I 75-15-0 Carbon Dftulffdt95-50-1 1, 2-DichLorobenzene 75-56-4 1 1-DiehLoro*th*n.-oc~/.a t 9.ii**.ku.r*«Ai ly so -> ,tt LJ i cruoroeinene95-48-7 2-wetnyipnenoi -~ ,, , . , «*•..,. ««*.*.«.39638-32-9 bis (2-chloro«opropyl> Ether .~,~?f 1,1-Dichloroethane106-44-5 4-Hethylphenol 156-60-5 Trans-1, 2-Dichloroethene621*64-7 H-Hitroso-Di-n-Propylanine 67-66-3 Chlopoform67-72-1 Hexaehloroethane 107-06-2 1, 2-Dichloroethane
78-83-3 1, 1, 1-Trichloroethane
106-67-9 2, 4-Dinethylphenol 108-05-4 Vinyl Acetane85-85-0 Benzoic Acid <2> 75-27-4 Sromodichtorofflethane111-91-1 bis C2-Chloroethoxy) Methane 78-87-5 1, 2-Oiehloropropaneilo H:? ?; 'l-THd benzene "™~** I"?*?' 3-Oichloropropane91-20-3 Miphthalene 79-01-6 Tnchloroethene106-47-8 4-Chloroanilin* 124-48-1 Ofbromochlorowctham87-88-3 Hexachlorofautadlene 79-00-5 1, 1, 2-Trichloroethan*59-50-7 4-Chloro-3-Hethylp*ienol 75-25-2 Bromoform91-57-6 2 -N«thy [naphthalene 591-78-6 4-M»thvl-2-77-47-4 Hexachlorocyctopentadlene • "] \ * f * "ethyl z88-06-2 2, 4. 6-TpichloI-ophonol 108-10-1 2-Hexanone95-95-4 2, 4. 5-Trichloro.shenol 127-18-4 Tetrachloroethene91-58-7 2-Chloronaphthatcne 79-34-5 1, 1. 2. 2-Tetrachloroethane88-74-4 2-HftroenUine 108-88-3 Toluene131-11-3 Dintethyl Phthalate ioa-90-7 chlorofc»n»»n..208-96-8 Acenaphthylene • ™ ™ [ Si f^T99-08-2 3-MitToanHine 100-41-4 Ethyiberaene83-32-9 Acenaphthene 100-42-5 Styrene61-28-5 2, 4-Dinftrophcnol Total Xylenes100-02-7 4-Mftropiienol132*84-9 Dibenzofuran121*14-2 2, 4-Dinitrotoluene606*20-2 2, 6-Dinitrotoluene84-65-2 Dfethylphthalate7005-72-3 4-Chlorophenyl-phenylether96-73-7 Fluoren*100-01-4 4-NitroanUine634-52-1 4, 6-Oinftro-Z-Ntthylphenol86-30-6 N-MftrotodiphenylMine NETAIS101-55-3 4-flr«nop*ienyl-pfienyl«ther ALuainun118-74-1 Hexacholorbenzane Antimony87-86-5 Pent-tchlorophenot Arsenic85-01-8 Phenanthrene Sariun120-12-7 Anthracene Beryllium84-74-2 DI-n-Butylphthilitt Cadnium206-44-0 Ftuoranthenc Cobalt *129-00-0 Pyrene Copper *85*58-7 Butyl benzyl phthalate Iron91-94-1 3. 3-Ofchtorobenzidine (3) Lead56-55-3 *en» Ca) Anthracene Magnesium117-81-7 bU (2-Ethylhexyl) Phthalate Mercury218-01-9 Chrysene NickelPotasium117-84-0 Df-n-Octyl Phthalata Selenium205-99-2 *enzp (b) flooranthene - Silver207-08-9 Benzo (k) Fluoranthene Sodium60-32-8 Benzo (a) Pyrene Thalliun193-39-5 Indeno <1, 2. 3-cd) Pyrene Tin53-70-3 Oibenio <a. h) Anthracene Vanadium191-24-2 Benzo <a, h, i) Perylene Zinc
EH69
flR302603
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CASE I/SITE ID:
D-78
RR3026I2
Due to the poor quality of the original data copy, this tableof analytes, listed in the same order as those reported bythe Liberator", is enclosed.
CAS WA 74-87-3 Chlorowthane' J«*r ., . 74-83-9 BrononKtthane111-'£-42 ojTtf-Chloroethyl) Ether ™ + «"* Chloride95-57-8 2-Chlorophenoi 75-00-3 Chtoroethane541-73-1 1, 3-Ofchlorobenzeoe . 75-00-2 Methylene Chloride106-46-7 1, 4-Dfchlorobenzene 67-64-1 Acetone100-51-6 Jtr«yl,*f!0'loi 75-15-0 Carbon Oitulfide95-50-1 1, 2-Dichlorobenzene T .-te L t i r, ;*h ,*-**+*.*-,95-48-7 2-Methylphenol !! « J M J 2f I39638-32-9 bi* <2-chlorosopropyO Ether 75-34-3 1,1-Dichloroethane106-44-5 4-Methylphenol 156-60-5 Trant-1, 2-Ofchloroethene621-64-7 H-Hitroso-Of-n-Propylaotine 67-66-3 Chloroform'' Hexachloroethane 107-06-2 1, 2-Dichloroethane
88-75-5 2-Mitrophenol 56-23-5 Carbon106-67-9 2, 4-Dimethylphenol 10S-05-4 Vinyl Acetane85-85-0 Benzoic Acid (2> 75-27-4 Bromodichloromethane
78~*7-5 1. 2-
91-20-3 «a(*thalene 79-01-6 Trichloroethene106-47-8 4-CMoroanUine 124-48-1 Dfbromochloromethane87-88-3 Hexachlorobutadfene 79-00-5 1, 1, 2-TrichloroethaneS'S"! J-?lST!2Slrlph-n°l 7S-25-2 Bromofom91-57-6 2-Methylnaphthalene 501-7R.A i-n«f-hwi -5-o t s*77-47-4 Kexachlorocyclopentadrene III l!"? 4-Hethyl-2-Pentanone88-06-2 2, 4, 6-Trichlorophonol 108-10-1 2-Hexanone95-95-4 2, 4, 5-Triehlorophenol 127-18-4 Tetrachloroethene91-58-7 2-Chloronaphthaltne 79-34-5 1. 1. 2, 2-T*trachloroethane?f;7f;*T J;1110.1"].!!.?*, . 108-8S-3 Toluene131-11-3 Oinethyl Phthalate infl-oo-7 rhf nh **208-96-8 Acenaphthylene - JJJ ™'7 Chlorobenzene99-08-2 3-Mitroaniline 100-41-4 ethylbenzene83-32-9 Aeenaphthene 100-42-5 Styrena61-28-5 2f 4-Dinitrophenol Total Xylene«100-02-7 4-Nitrophenol132-84-9 Oibenzofuran121-14-2 2, 4-Dinitrototuene606-20-2 2, 6-Oinitrotoluene84-65-2 Oiethylphthalate - ' '7005-72-3 4-Chlorophenyl-jihenylether96-73-7 Fluoren*100-01-4 4-NftroanUfn*634-52-1 4, 6-DJnitro-2"l«tthyl(*enol86-30-6 N-MitroaodiphenytMine METALS101-55-3 4-Bronophenyl-phenylether Aluwfnum118-74-1 Hexacholorbenzene Antimony87-86-5 Pentachlorophenol Arsenic85-01-8 Phananthrene Barium120-12-7 Anthracene Berylliun84-74-2 Oi'n-Butylphthalate Cadnium206-44-0 fluoranthene Cobalt S129-00-0 Pyrene Copper >85-58-7 Sutylberuylphthalate iron91-94-t 3, 3-Ofchlorobenzidine (3) Lead56-55-3 Benzo (a) Anthracene Magnesium117-81-7 bi> (2-Ethylhexyl) Phthalate Mercury218-01-9 Chrysem Nfckel
Pot as j urn117-84-0 Oi-n-Octyt Phthalata Selenium205-99*2 Senzo (b) Fluoranthene Silver207-OS-9 Benzo (k) Fluoranthene Sodium60-32-8 Benzo <a> Pyrene Thallium193-39-5 Indeno £1, 2, 3-cd) Pyrene Tin53-70-3 Dibenzo (a. h> Anthracene Vanadfu*191-24-2 Benzo <fl, h. i) Perylene Zinc
EH79
flR3026IU
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