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A Halliburton Company
D-31-9-4-5DRAFTMI-4L-RI/FS-D(3)-III
REMEDIAL INVESTIGATION/FEASIBILITY STUDY REPORT
VOLUME III
APPENDICES
MILLCREEK SITEERIE COUNTY, PENNSYLVANIA
EPA WORK ASSIGNMENTNUMBER 60-3L60
CONTRACT NUMBER 68-01-6699
NUS PROJECT NUMBER S778
AUGUST 1985
IMUSCCPRPORATTON
REMEDIAL INVESTIGATION/FEASIBILITY STUDY REPORT
VOLUME III
APPENDICES
MILLCREEK SITEERIE COUNTY. PENNSYLVANIA
EPA WORK ASSIGNMENTNUMBER 60-3L60
CONTRACT NUMBER 68-01-6699
NUS PROJECT NUMBER S778
AUGUST 1985
SUBMITTED FOR NUS BY: APPROVED:
Park West TwoCliff Mine Road
D-31-9-4-5DRAFTMI-*t-RI/FS-D(3)-lll
CATHERINE D. CHAMBERS DAVID E. MaclNTYREPROJECT MANAGER REGIONAL MANAGER
REGION III
as^3A Halliburton Company _
LMI35
DRAFT
CONTENTS
APPENDICES TAB
A PHYSICAL PROPERTIES OF THE TILL A
B MONITORING WELL BORING LOGS B
C MONITORING WELL CONSTRUCTION LOGS C
D HYDRAULIC CONDUCTIVITY TEST RESULTS D
E TEST PIT LOGS E
F DATA OBTAINED FROM PREVIOUS SITE INVESTIGATIONS F(SECTION 6.0 OF NUS WORK PLANPREVIOUSLY SUBMITTED IN NOVEMBER 1983)
G WELL LOCATION, SCREEN SETTING, TEST PIT LOCATIONS, GAND SAMPLE LOCATION RATIONALE
H CHEMICAL ANALYTICAL RESULTS H
I TENTATIVELY IDENTIFIED COMPOUNDS DETECTED IAT THE MILLCREEK SITE
J SPECIFIC POSITIVE TOXICITY TESTS JCONDUCTED ON THE CONTAMINANTS OF CONCERN(ALL DATA FROM RTECS, USDHHS, 1984)
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NUS CORPORATIONMILL CREEK TESTINGSRW PROJECT 84254
PERMEABILITY TEST RESULTS
Boring Depth (ft.) Coefficient of Permeability (cm/sec)23/S 23.5 - 25.5 7.7 x 10-7
aSfr-i A 32.5 - 34.5 4.6 x 10-7
SHELBY TUBE DENSITY
Water Wet UnitBoring Depth (ft.) Dry Unit Wt. (pcf) Content (%) Wt. (pcf)
23/ffi 23.5 - 25.5 94.6 • 15.4 109.1
S3* 32.5 - 34.5 100.0 19.9 119.9
DRAFT
APPENDIX B
MONITORING WELL BORING LOGS
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PROJECTCORPORATION PROJECT NO. 37T8. <7______ BORING.
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PROJECT _ 'v' " "CORF=CJP?AnaN PROJECT NO. Q"778.f7______.BORING
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DRAFT
APPENDIX C
MONITORING WELL CONSTRUCTION LOGS
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DRAFT
APPENDIX E
TEST PIT LOGS
DRAFT
APPENDIX ETEST PIT LOGSMILLCREEK SITE
TEST PIT #1 9/18/84
0.9'-8.0'-
• Black sand, gravel, and cobbles-Foundry Sand, with few metal scraps• Drums filled with foundry waste found @ 3.0, 3.25, 6.0• Sample taken @ 7.0, MC-TP-001, 3 jars• OVA Readings to 40 ppm
8.0/-9.5'
• Gray sandy silt, trace clay-natural soil
TD 10.5'
TEST PIT #2 9/18/84
O.O'-S.O'
• Black silty sand, trace gravel, trace cobbles, with construction debris• Mixture of foundry sand, natural fill, & debris (metal bands, timbers)• OVA Reading @ 3.0' - 20 ppm
3.0'-10.5'
• Black silty sand, with construction debris - foundry sand and debris• Drum with foundry waste found at 3.5'
E-l
DRAFT
• Oily odor common• Sample taken @ 8.0, MC-TP-002, 3 jars
TD 10.5'
• Stopped excavation due to elevated OVA readings in the breathing zone -did not reach natural ground
TEST PIT #3 9/18/84
0.0'-10.0
• Brown and black sand, gravel, and cobbles - foundry sand
• Pit contained few light brown chunks of sand (molds) up to 10" indiameter, and some debris (metal bands, garbage), especially @ 8.5'
• Drum with foundry waste found @ 9.0', with OVA reading of 50 ppm
• Sample taken at 9.0', MC-TP-003, 3 jars
TD.10.0'
• Pit discontinued due to elevated OVA readings in the breathing zone,without reaching natural ground.
E-2
DRAFT
TEST PIT #4 9/18/84
0.0'-14.5'
• Brown and black sand, some gravel and cobbles and construction debris-foundry sand
• High OVA readings @ 2.0' (100 ppm)
• Garbage zone from 2.5'-3.5'
• Sample taken @ 3.0', MC-TP-004, 3 Jars
• Natural soil (fill) from 3.5'-6.5'
• Wood scraps common from 6.5' down
• Noticeable organic odor throughout digging, low OVA readings at greaterdepths
14.5'-15.0'
• Gray silty clay, some sand, trace gravel-natural soil
TD 15.0'
TEST PIT #4A 9/18/84
0.0'-4.5'
• Brown and black sand, some gravel-foundry sand.• OVA readings up to 400 ppm in the depth range of 2.5'-4.5'
E-3
DRAFT
TD. 4,5'
• Stopped pit after finding shallow zone of high organic readings
TEST PIT #5 9/18/84
0.0'-5.0'
• Brown and black sand, some gravel-foundry sand• Some garbage and construction debris mixed in« OVA readings over 1000 ppm at 3.25'• Sample taken at 3.25;, MC-TP-005, 3 jars
T.D.5.0'
• Stopped pit below zone of high organic readings
TEST PIT #6 9/18/84
• Black sand, some gravel, trace cobbles-foundry sand• Lumber fragments mixed in with fill• OVA readings to about 100 ppm, hydrocarbon odor
• Gray mottled clay, some silt-natural soil• Sample taken at 11.5; MC-TP-006, 3 jars
T.D. 12.0'
53*1
DRAFT
TEST PIT #7 9/18/84
0.0'- 1.0'
• Brown sand - foundry sand
• Black oily sludge, strong odor, sample taken at 2.5', MC-TP-007, 3 jars
3.4f-4.0'
• Gray silty very fine sand-natural soil
T.D. 4.0'
TEST PIT #8 9/19/84
0.0'-4.5'
• Black sand, some gravel-Foundry sand• Construction debris and garbage mixed throughout the fill• High OVA readings, >1000 ppm• Sample taken at 1.3', MC-TP-008, 3 jars
T.D. 4.5'
• Pit discontinued due to high OVA readings
E-5
DRAFT
TEST PIT #8A 9/19/84
0.0'-3.0'
• Black sand, some gravel-Foundry sand, with construction debris mixed in• Drum filled with foundry wastes found at 2.0'
T.D. 3.0'
• Pit discontinued due to high (>1000 ppm) OVA readings
TEST PIT #9 9/19/84
0.0'-11.0'
• Black silty sand, some gravel-Foundry sand• Construction debris and gravel mixed in• Pocket of blue slag at 2.0'• Occasional slag drums found throughout the fill from 2.5' down• Sample taken at 2.5, MC-TP-009, 3 jars
11.0'-11.5'
• Gray mottled silt, some clay, some sand-natural soil• Groundwater at 11.0'
T.D. 11.5'
E-6 S1000536
DRAFT
TEST PIT #10 9/19/84
0.0<-4.5'
• Black sand, some gravel-foundry sand, with some construction debrismixed in (wood, steel bars, etc.)
• High OVA readings, especially between 1.0'-2.0' (>1000 ppm)
• Sample taken from 1.0-2.0' interval, MC-TP-Q1Q, 3 jars
T.D.4.5'
• Pit discontinued as nearby pit (T.P. #9) reached natural ground
TEST PIT # 10A 9/19/84
0.0'-9.0'
• Black sand, some gravel-foundry sand, with construction debris and a fewslag drums mixed in.
• Hydrocarbon odor common
• Water at 7.3'
9.0'-9.75'
• Gray mottled silty sand, trace clay-natural soil
T.D.9.75'
AROQ0537E-7
DRAFT
TEST PIT #11 9/19/84
0.0—6.5'
• Brown and black sand, some gravel-foundry sand, with some constructiondebris (bricks, wood, pipe, metal bands)
• Sample taken at 2.0; MC-TP-011, 3 jars (Duplicate also taken,MC-TP-011A)
• Few slag drums found within fill
T.D.6.5'
• Pit discontinued due to difficult digging conditions
TEST PIT #12 9/19/84
0.0'-7.5'
• Black sand, some gravel-foundry sand, with a few slag drums andconstruction debris mixed in.
• OVA readings up to 200 ppm
• Sample taken at 2.5'; MC-TP-12, 3 jars
• Groundwater encountered at 6.25'
&R600538E-8
DRAFT
7.5'-8.0'
* Gray mottled sandy silt, trace clay-natural soil
T.D.8.0'
TEST PIT #13 9/19/84
0.0'-5.0'
• Black and brown sand, trace gravel-foundry sand, with buried brush andgarbage; OVA readings up to 200 ppm near surface.
• Sample taken at 1.0', MC-TP-013, 3 jars
• Patch of white powdery material at 2.5'
• Groundwater at 4.5'
5.0'-6.0'
• Gray and yellow-green mottled silty clay, trace sand-natural soil
T.D. 6.0'
SR000539E-9
DRAFT
TEST PIT #14 9/19/84
0.0'-5.5'
• Black silty sand, some gravel-foundry sand, with a few slag barrels mixedin.
• OVA readings up to >1000 ppm, typically 50 ppm - hydrocarbon odor.
• Sample taken at 1.5', MC-TP-015, 3 jars
5.5'-6.0'
• Gray mottled sandy silt, trace clay-natural soil
T.D.6.0'
TEST PIT #15 9/19/84
0.0'-5.0'
• Bricks, slag chunks, foundry sand-demolition debris• Very hard digging• Groundwater at 4.2'
5.0'-5.7'
• Gray sandy silt, some clay-natural ground• Sample taken at 5.0', MC-TP-015, 3 jars
T.D.5.7'
E-10
DRAFT
TEST PIT #16 9/20/84
0.0'-6.0'
• Brown and black sand, some gravel and cobbles-foundry sand• Sample taken at 5.5', MC-TP-016, 3 jars
6.0'-6.5'
• Gray mottled silt, some clay, trace sand-natural soil
T.D.6.5'
TEST PIT #17 9/20/84
0.0'-5.5'
• Brown and black sand, some gravel and cobbles• foundry sand, with a few wood scraps and slag barrels mixed in• Samples taken at 4.5; MC-TP-017, 3 jars
5.5'-6.0'
• Gray mottled silt, trace clay, trace sand-natural soil
T.D.6.0'
TEST PIT #18 9/20/84
0.0'-4.6'
• Brown and black sand, some gravel-foundry sand• Small pockets (1-2* diameter) of orange-red soil
E-11
DRAFT
• No OVA readings above background• Sample taken at 4.3', MC-TP-018, 3 jars
4.6'-5.0'
• Stiff gray clay, natural soil
T.D.5.0'
E-12
