sdms docid bblsdms docid 2009086 bbl blasland. bouck & lee. inc. eng/neers a scientists...
TRANSCRIPT
SDMS DocID 2009086
BBLBLASLAND. BOUCK & LEE. INC.e n g / n e e r s A scientists
Transmitted Via Express Mail
February 21,200 3
Mr. Matthew MellonU.S. Environmental Protection Agency, Region III1650 Arch StreetMail Code: 3HS23Philadelphia, PA 19103-2029
Re: Former Koppers Company, Inc.Newport Site (Newport, Delaware)BBL Project #: 388.27.007
Dear Mr. Mellon:
On behalf of Beazer East, Inc. (Beazer) and E.I. du Pont de Nemours and Company (DuPont), Blasland,Bouck & Lee, Inc. (BBL) conducted subsurface field activities at the Former Koppers Company. Inc. sitelocated in Newport, Delaware between December 2, 2002 and December 13, 2002. Except as noted inthis report, field activities were conducted in accordance with the Scope of Work for Delineation of theLower Fine-Grained Unit and Vertical Extent of NAPL, and the Addendum to Scope of Work forDelineation of the Lower Fine-Grained Unit and Vertical Extent of NAPL, that were approved by theUnited States Environmental Protection Agency (EPA) by letter dated October 21, 2002. Data obtainedfrom this investigation will be incorporated with other Site data into the Feasibility Study for the Site.
The purpose of the subsurface field work was to confirm the presence of a fine-grained, low-permeabilityunit within or near the top of the Potomac Formation and to confirm the vertical extent of nonaqueousphase liquid (NAPL). The soil boring results will be used to further evaluate the ability of the fine-grainedunit to prevent the vertical migration of NAPL and act as a confining unit. Two monitoring wells alsowere installed during field activities on the west side of the Fire Pond. Information from these twomonitoring wells will be used to better understand potential NAPL migration, and will be used in thedevelopment and evaluation of remedial alternatives in the Feasibility Study for the Site. Figure 1 showsthe locations of the borings performed and monitoring wells installed as part of this field effort. Geologiclogs, monitoring well construction details, and geotechnical laboratory data are provided as attachments.
A summary of borings and monitoring wells installed as part of this field effort, including location,rationale for installation, total depth, and depth to low-permeability layer, is attached as Table 1. Thelow-permeability layer was encountered at all boring locations except for SB702 and SB709, which wereterminated before encountering the fine-grained unit because of the presence of NAPL. NAPL wasobserved in 10 of the 17 boring and monitoring well locations. Where detected, the appearance of theNAPL was consistent with prior observations. Generally, the NAPL was present as a black organic
F:\USERS\TLA\TLA03\10531680.doc
Mr. MellonFebruary 21,2003
Page 2 of 3
material with a creosote-like odor. In the top two feet of surficial soils, NAPL was present as a hard, dry,and brittle material that was more solid than liquid. In subsurface soils, the NAPL was present in thin,small seams (or stringers) and blebs (or nodules) at some locations, and appeared to saturate the soil poresat other locations.
Table 2 provides a summary of geotechnical laboratory data for samples of the low-permeability layer.As shown, the vertical hydraulic conductivity of the fine grained unit samples ranged from 1.13xlO"s to3.01xlO~7 centimeters per second (cm/s). The clay fraction for those samples ranged from 12 to 48percent, with an average of 28.3 percent clay. The silt fraction of the fine-grained unit samples rangedfrom 15.6 to 50.8 percent, with an average of 34.4 percent silt. Based on the Atterberg Limits of soilsamples with less than 50% retained on the #200 sieve, and according to the Unified Soil ClassificationSystem (USCS), the soil classifications for these samples ranges from "silt with sand" (SM) to "sandylean clay" (CL).
Minor deviations from the Scope of Work are noted below.
• The Work Plan stated, "Borings will be considered completed when the vertical extent of NAPLis observed and when at least 2 feet of the lower fine-grained unit is observed." However, SB702and SB709 were terminated prematurely to prevent drag-down of existing NAPL in the boring.The low-permeability layer was 1-foot or less in thickness when encountered at boring locationsSB701,SB705,andSB710.
• As shown on Figure 1, six borings (SB706-SB71 1) were drilled in the Process Area. BoringsSB707 through SB709 did not extend to 30 feet below ground surface (bgs) as specified in theWork Plan because the low-permeability layer was encountered at 23 and 24 feet below groundsurface (bgs), respectively. Therefore, these borings were terminated after sampling the fine-grained layer. Boring SB709 was terminated at 20 feet bgs due to the presence of NAPL.
• The low-permeability layer was encountered at 13.5 feet bgs in SB703, located in the K Area.Therefore, the boring was terminated at 16 feet bgs, where an undisturbed sample was taken.
• Boring SB701 located in the South Ponds Area, was drilled deeper than specified in the WorkPlan. The low-permeability layer was encountered at 33 feet bgs; the boring was terminated at 38feet bgs.
• Boring SB702 was terminated at 16 feet bgs, prior to encountering the low-permeability layer,due to the presence of NAPL in the boring.
Please contact me with any questions.
Sincerely,
BLASLAND, BOUCK & LEE, INC.
Stuart D. MessurVice President
SDM/dmnAttachments
BLASLAND. BOUCK & LEE. INC.
e n g / n e e r s & s c / e n f f t f s
F:\USERSVTLA\TLA03\10531680.doc A H 0 I 4 D 0 7
Mr. MellonFebruary 21,2003
Page 3 of3
cc: Peter Ludzia, EPAEric Newman, EPASteve Johnson, DNRECJane Patarcity, BeazerMaryann Nicholson, DuPontKendrick Jaglal, P.E., BBLDavid Lipson, C.P.G., BBL
BLASLAND, BOUCK 81 LEE. INC.
e n g / n e e r j A scientists
F:\USERS\TLA\TLA03\l0531680.doc A R 3 I 4 6 0 8
Table 1Summary of Soil Borings
Former Koppers Company, Inc. SiteNewport, Delaware
Boring ID Location RationaleTotal
Depth (ft)
Depth to Top ofFine-Grained
Layer (ft)
NAPLObserved?
(Y/N)
SB700SB701SB702SB703SB704SB705SB706SB707SB708SB709SB710SB711SB712SB713SB714MW101MW102
South Ponds AreaSouth Ponds AreaSouth Ponds AreaKAreaKAreaWood Storage AreaProcess AreaProcess AreaProcess AreaProcess AreaProcess AreaProcess AreaFire Pond AreaFire Pond AreaFire Pond AreaFire Pond AreaFire Pond Area
11,212
1,21,211111
1,21,22
1,233
1838161626263628262032342620182020
1233NE13.522
24.5312324NE31
31.52214161818
NYYNYYYNNYYNYYYNN
Rationale:1 Delineate vertical extent of NAPL2 Confirm the presence of the fine-grained unit3 Evaluate the extent of potential migration of NAPL
NE: clay not encountered; boring terminated due to NAPL presenceAll soil borings performed in December 2002All depths reported in feet below ground surface
F:\USERS\TLA\TLA03\10531680-tables.xls Page 1 of 1A R 3 U 6 8 9
2/25/2003
Table 2Summary of Geotechnical Data
Former Koppers Company, Inc. SiteNewport, Delaware
Dry Unit Bulk Dry Bulk Moist Specific Clay SiltSample Depth Weight Density Density Gravity Porosity PL LL PI Activity Fraction Fraction USCS USCS
ID (feet) (PCF) (PCF) (PCF) MC (%) Kv (cm/s) (unitless) (%) (unitless) (unitless) (unitless) (unitless) (%) (%) Symbol Classification
SB700SB703SB704SB705SB706SB707SB708SB710SB711SB712SB713SB714MW101MW102
17.5-18.015.5-16.025.5-26.025.5-26.034.5-35.027.5-28.025.5-26.031.5-32.031.5-32.025.5-26.019.5-20.017.5-18.019.5-20.018.0-18.5
100.9125.6120.3114.593.9105.6110.597.6104.2101.9112.9107.698.4118.9
97.1120.2111.6114.2103.498.4103.993.098.889.3100.3104.392.4106.9
121.9134.7131.3130.9125.5121.4123.7120.1121.5117.3123.9129.5120.5125.1
25.512.017.614.621.423.419.129.123.031.423.524.230.417.1
3.22E-081.13E-083.59E-083.76E-081.53E-083.83E-084.75E-088.01 E-088.32E-085.68E-085.95E-087.93E-087.40E-083.01 E-07
2.682.732.682.752.642.662.672.812.662.822.902.932.922.71
41.929.433.333.537.240.837.747.140.649.344.643.049.336.80
22141519182823333533262332-
38262333253434442452373847-
16128147611111119111515-
0.330.480.360.560.500.150.390.290.420.500.580.430.60-
48252225144128382638193525
12.0
27.619.126.233.228.440.540.844.848.240.925.340.150.815.6
CLSCSCCL
CL-MLMLCLMLCLMHSMCLMLSM
lean clay with sandclayey sandclayey sandsandy lean claysandy silty claysilt with sandsandy lean claysilt with sandlean clay with sandelastic silt with sandsilty sandlean clay with sandsilt with sandsilty sand
I MaxMin
Mean
125.693.9108.1
120.289.3102.4
134.7117.3124.8
31.412.022.3
3.01 E-071.13E-084.96E-08*
2.932.642.8
49.329.440.3
3514
24.7
5223
35.0
196
12.0
0.60.150.4
4812
28.3
50.815.634.4
' Geometric Mean was calculated for Kv
- Sample was non-plastic
All soil borings performed in December 2002All depths reported in feet below ground surfaceUSCS = Unified Soil Classification SystemPCF = pounds per cubic feetMC = moisture contentKv = vertical hydraulic conductivitycm/s = centimeters per secondPL = plastic limitLL = liquid limitPI = plasticity index
CO
ar\voo
FAUSERS\TLA\TLA03\10531680-tables.xls
V™-"" imnaitn mi (razm mm)
ARIAS
PROCESS AREA/ ORIP TRACK AREA
2 WOOD STORAGE AREA
nRE PCNO AREA
4 SOUTH PONDS AREA
(j) K AREA
5 REMAMMO UPLANDS
HERSHEY RUN DRAMAOE AREA
8) CENTRAL ORAMAOE AREA
" / * ,
WEST CENTRALDRAINAGE ARE)
Korren COMPANY. INC. NEWPOOT smNCWNKT, DCUWMC
FALL 2002 SUBSURFACE INVESTIGATION
BORING LOCATION MAP
Attachment 1
Boring Logs
BBLBLASLAND. BOUCK & LEE. INC.engineers & scientists
A R 3 U 6 9 2
Date Start/Finish: 12/12/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 20.0'
Geologist: Benjamin I. Skupp
Well/Boring ID:MW-101
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
m
9
Stratigraphic Description
Well/Boring
Construction
- 15
1
2
3
5
7
SS
ss
SS
ss
ss
ss
ss
ss
1.5
0 1
1.7
1.1
1 5
20
2
2
3
2
3
5
4
7
7
12
7
13
14
14
6
5
12
15
15
10
13
12
11
15
16
5
11
19
28
18
21
2
0
0
2
0
0
0
0
0
0
0
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0
0
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0
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0
0
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Brown (F-M) SAND some Organics and Silt little (F) Gravel trace black
Brown (F-M) SAND, some Silt, moist.
Brown (F-M) SAND, some (F) Gravel (sub-angular), moist to wet.
Dark brown (F-C) SAND and (F-M) GRAVEL (subangular). slight odor, no
Red, some orange brown CLAY, some Sill
—
•y pv<~ SticK-Up
. Oment/BentoniteGrout (0 - 3' BGS)
Bpntop'le Chips (3- 5- BGS) ' '
y PVC RiSfT (0 - 7'BGS)
No 0 Silica SandPack (5 -17' BGS)
T-PVC n 010 Rio!Size Screen (7 -17' BGS)
'
No 0 Silica SandPack (5 -17' BGS)
•
BLASLAND. BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;PVC=polyvinyl chloride; OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data FileJvlW-101.dat
Template: p:\Koppers\WellLogs02\welllogs.ldfDate: A R 3 U 6 9 3
Page. 1of2
Client:Beazer East Inc., and
Site Location:Former Koppers Co. Inc. Site
Newport, DE
Well/Boring ID: MW-101
Borehole Depth: 20.0'
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Stratigraphic DescriptionWell/BoringConstruction
.•9.O—
9
10
SS
ss
2.0
2.0
10
12
20
20
22
26
30
22
48
0
0
0
0
0
0
0
nmRed. some white CLAY.
I f
iKin n Rji.ni <?a"'t(17 -20' BGS)
BLASLAND. BOUCK 8c LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;PVC=polyvinyl chloride; OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:MW-101.dat
Template: p:\Koppers\WellLogs02\welllogs.ldfDate: AR3U69I*
Page: 2 of 2
Date Start/Finish: 12/12/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 20.0'
Geologist: Benjamin 1. Skupp
Well/Boring ID: MW-1 02
Client: Beazer East Inc., andE. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
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Stratigraphic Description
Well/Boring
Construction
1
2
3
4
5
6
7
8
SS
SS
SS
SS
ss
ss
ss
ss
0
20
20
2.0
2.0
20
0.4
2.0
1
1
1
2
2
3
3
5
B
6
5
6
6
7
6
8Q
§
10
11
6
19
16
16
17
16
25
2
6
12
13
12
18
39
33
NA
0
0
0
0
0
0
0
0
0
0
0
0oo
0
0
0
0
0
0
0
0
10
xjx
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No Recovery.
Brown (F) SAND, some Silt. dry.
Brown SILT, some (F) Sand. dry.
D rc ftn e?Ahm ic u\ f k
Brown SILT, some (F) Sand.
Brown (F-M) SAND, some Gravel, moist
Red, some yellow CLAY
Brown (F-C) SAND, some Sill, little DNAPL in pore spaces, sheen, odor.
—
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Grout (0 - 2' BGS)
- 4' BGS)
T pur R. T (n . ivBGS)
Pack (4- 16' BGS)
j- py^nnin gici
16' BGS)
Pack (4- 16' BGS)
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine: (M)=Medium; (C)=Coarse;PVC=polyvinyl chloride; OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007 Template: p:\Koppers\WellLogs02\welllogs.ldfData File:MW-102.dat Date: A R 3 U 6 9 5
Page: 1 of 2
C'lent: Well/Boring ID: MW-102Beazer East Inc., and
Site Location: Borehole Depth: 20.0'Former Koppers Co. Inc. SiteNewport, DE
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Stratigraphic DescriptionWell/BoringConstruction
— »n
9
10
SS
ss
2.0
2.0
30
33
44
19
30
27
40
63
57
11
15
20
0
0
0
0
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Red. some white CLAY, little to trace (F-M) Gravel (subangular).
Red. some while SILT, some Clay, little (F) Gravel (subangular). moist
Mr, n 5ilira <^nri
(16 -20' BGS)
BLASLAND, BOUCK & LEE, INC.eng ineers & sc/entists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;PVC=polyvinyl chloride; OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data FileMW-102.dat
Template: p:\Koppers\WellLogs02\welllogs.ldfDate:
Page. 2 of 2
A R 3 I U 6 9 6
Date Start/Finish: 12/10/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 18.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-700
Client: Beazer East Inc., andE. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
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Stratigraphic Description
Well/Boring
Construction
- 5
- 15
1
2
3
4
5
6
7
8
9
SS
ss
ss
ss
ss
ss
ss
ss
ss
0.1
0
2.0
2.0
2.0
0.8
0.2
0.5
1.0
2
2
3
6
2
1
1
1
4
5
5
6
7
42
45
21
24
30
27
12
12
12
13
3
5
7
9
7
9
15
17
8
10
11
5
2
10
49
54
24
12
24
18
0
MA
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
0
0
0
-_—-
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rZ— I
rZ=.
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Dark brown SILT, some Clay and Orgamcs
No Recovery.
Dark brown SILT, little Clay and (F) Sand. wet.
Brown (F-C) SAND and (F) GRAVEL (subangular). wet.
Brown SILT, some Clay, little (F) Sand. wet.
Gray (F) SAND and (M) GRAVEL (subangular). damp
Red and white CLAY.
v (C) GRAVEL (subangular). /
Red and while CLAY.
-.
"f'-
_ r
':K
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grouted to grade -
-
-
-
-
-
•
•
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-700.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 6 9 7
Page. 1 of 1
Date Start/Finish: 12/11 /2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 38.0'
Geologist: Benjamin I. Skupp
Well/Boring ID:SB-701
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
Q.
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3Stratigraphic Description
Well/Boring
Construction
-
-5
•
- 15
-
1
2
3
4
5
6
7
8
9
SS
SS
ss
ss
ss
ss
ss
ss
ss
0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2
1
2
1
2
2
2
1
3
2
3
5g
3
4
2
4
4
5
1
2
2
1
2
2
2
4
6
10
12
7
10
9
8
4
3
4
4
11
8
3
4
16
19
NA
8
10
8
10
5
5
5
53
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-Z-
~-~-
I— Z-
~— ~-
~— ~-
I— Z-
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:t3r€3-
No Recovery.
Brown SILT, little Clay and Stringers of DNAPL. slight odor, sheen, wet.
Brown SILT, some nodules of DNAPL. little Clay and stringers of DNAPL.strong odor, sheen, wet.
Brown SILT, some (F) Sand. DNAPL in pore space.
Brown SILT, some Clay, dense
Gray CLAY, some Sill, little (F) Sand.
Brown (F-C) SAND, little (F) Gravel (subangular). wet
grouted to grade -
•
'
-
-
-
BLASLAND, BOUCK & LEE, INC.engineers & sclent 1st s
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007DataFile:SB-701.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 6 9 8
Page. 1of2
Client' ,. Well/Boring ID: SB-701Beazer East Inc., and
Site Location: Borehole Depth: 38.0'Former Koppers Co. Inc. SiteNewport, DE
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Stratigraphic DescriptionWell/BoringConstruction
-25
- 35
10
11
12
13
14
15
16
17
18
19
SS
SS
SS
SS
ss
ss
ss
ss
ss
ss
20
2.0
1 0
2.0
2.0
2.0
2.0
2.0
20
20
4
7
5
3
3
3
3
1
2
5
3
5
5
5
3
4
5
8
12
47
8
10
S
5
6
5
9
10
7
10
11
11
6
6
9
9
13
15
10
14
20
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0o0
0
0
0
0
0
0
0
0
0
0
'.•'.•'.•'.
• • •• • * 1* » »
• • • I
:::::::::•-•-•.".*.•.-.*.-.
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:•:•:•:•:
Very light gray (F) SAND, little Silt, dense, wel.
Very light gray (F) SAND some (F) Gravel (subangular) little Silt densewet.
Brown (M-C) SAND. wet.
Light gray (F) SAND, some Silt. wel.
Red CLAY, some nodules of brown silt.
Light gray (F) SAND, some Clay. wet.
Very light gray (F) SAND some Clay little (F) Gravel (subangular) wet
*•"
"
•
~
BLASLAND. BOUCK & LEE. INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007DataFile:SB-701.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page. 2 of 2
A R 3 U 6 9 9
Date Start/Finish: 12/11/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 16.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-702
Client: Beazer East Inc., andE. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
X
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ber
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Stratigraphic Description
Well/Boring
Construction
- 5
1
2
3
4
5
6
7
B
SS
ss
ss
ss
ss
ss
ss
ss
2.0
2.0
2.0
1.5
2.0
20
20
20
1
t
1
1
1
1
1
1
3
2
3
4
10
2
2
4
4
5
8
10
18
16
7
7
8
11
2
2
4
17
8
28
12
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101110
21
14
IS
5
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_— _-
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'.'.'.'.'.
'.'.'.'.'.
: x x
Dark brown SILT, some (F) Sand, little Organics.
Brown and orange SILT, little (F) Sand. wet.
Brown and orange SILT, little Clay, wet
Gray SILT, some (F) Sand, little Clay.
Gray SILT, some Clay, little (F) Sand, moist.
Brown (F-M) SAND, little Silt and (F) Gravel (subangular).
Bonng terminated due to DNAPL.
grouted to grade -
•
.
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-702.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 0 0
Page: 1 of 1
Date Start/Finish: 12/10/2002Drilling Company: Parran Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 16.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-703
Client: Beazer East Inc.. andE. du Pont de Nemours
Location: Formers Koppers Co. Inc. Site
Newport, DE
Xh-D.
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Num
ber
cor
*CDCO
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co
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c
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0
9°O
Stratigraphic Description
Well/Boring
Construction
-5
i nj. \j
-15
1
2
3
4
5
6
7
8
SS
SS
SS
SS
ss
ss
ss
ss
05
20
2.0
2.0
2.0
1.1
04
1.5
1
2
1
2
1
4
7
11
4
b
5
6
7
4
4
4
7
8
7
4
4
3
3
4
5
7
9
5
11
11
11
3
11
10
11
15
7
12
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
IrrZ-— ~ * "
I— Z-_~~.i.-~— Z-~ZT.I— Z-_— z-
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Dark brown SILT, some Clay, little Organics, moist.
Brown SILT, some Clay, little (F) Sand, moist.
Brown (F-M) SAND, little Silt, trace (F) Gravel (subangular). wet.
Brown (F-C) SAND and (F-M) GRAVEL (subrounded-subangular). wet
Red CLAY
Red CLAY
RortthnlA ^romtAgrouted to grade. -
BLASLAND, BQUCK & LEE, INC.eng /nee rs & s c / e n f / s f s
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-703.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 0 I
Page. 1 of 1
Date Start/Finish: 12/10/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Spl t-Spoon
DE
PT
H
Sam
ple
Run
Num
ber
Sam
ple/
lntA
Type "5
CD
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ws
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PID
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dspa
ce (p
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logi
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Borehole Depth: 26.0' Well/Boring ID: SB-704
Geologist: Benjamin I. Skupp Client: Beazer East Inc., andE. . du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
Stratigraphic Description
- 5
- 15
1
2
3
4
5
6
7
a
9
ss
ss
ss
ss
ss
ss
ss
ss
ss
1.0
20
1.0
2.0
1.5
1.5
2.0
2.0
20
2
3
3
4
4
6
5
5
5
6
6
7
7
10
8
10
3
4
12
25
29
30
14
10
10
16
22
27
5
6
10
13
12
14
15
19
11
6
11
12
18
16
44
38
16
29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
'•:•:•:'•:'•
:'•:'•:'•:'•:
I4Z-
:X:X:
*.".*.'.'
'—'.—::•—:— : —::•—:•—•.—
:|xj
•*•*•"
::x:x• • • i• • • i
Well/Boring
Construction
Brown (F) SAND, some Silt, trace Organics and Clay, mast
Brown SILT, some (F) Sand and Clay, moisl
Brown (F-M) SAND, some Silt, little Clay, moist
Wet at 8' BGS.
Brown (F-M) SAND, some Silt, little (F) Gravel (subangular). black stains.\. "«'• /
Dart brown and black (F-C) SAND and SILT, little Gravel, wet
Dark brown (F-C) SAND, some (F) Gravel (subangular)
v (C) GRAVEL. /
Dark brown (F-C) SAND, some (F) Gravel (subangular)Gray (F) SAND, some Silt. wel.
Brown (F-C) SAND, some (F) Gravel (subrounded). wet
Color change to lighl gray at 1 7.5' BGS.
grouted to grade. —
-
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-704.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 I U 7 0 2
Page. 1 of 2
Client:Beazer East Inc., and
Site Location:Former Koppers Co. Inc. SiteNewport, DE
Well/Boring ID:SB-704
Borehole Depth: 26.0'
X
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C
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30
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Stratigraphic DescriptionWell/BoringConstruction
— 9 n
- 25
10
11
12
13
SS
SS
SS
SS
1.0
0.8
2.0
20
16
19
22
14
6
6
7
4
7
7
8
10
17
18
20
35
12
14
35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
E-E^€=€§€E-E^€]
fif-=:_ — . —
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nn•EE-E3-
Red and light gray CLAY, trace (F) Sand, moist.
~
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-704.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page. 2 of" 2
A R 3 I U 7 0 3
Date Start/Finish: 12/09/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 26.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-705
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
CO
|
|
co
1
m
Stratigraphic Description
Well/Boring
Construction
- 5
- 15
1
2
3
4
5
6
7
8
9
SS
ss
ss
ss
ss
ss
ss
ss
ss
2.0
20
20
20
2.0
2.0
2.0
2.0
2,0
2
4
11
11
7
3
3
4
1
1
1
2
3
2
2
WOF
WOF
2
2
3
4
3
2
1
2
2
2
2
3
2
4
8
8
7
15
6
2
5
2
7
4
5
15
0
0
0
0
0
0
0
0
5
5
10
2
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0
mm1~_~~-
— —
~__~~_
I— Z-
I-Z-
I— ZH
•"• •
x :
' !
: :::
^ Brown SILT, some Clay and (F) Gravel (subangular). dry /
Black and dark gray CINDERS, some (F) Sand, slight odor
Brown and light gray CLAY, some Sill. dry.
Dark gray and black SILT, some Clay, moist.
Very slight sheen from 4-6' BGS.
Color change to dark gray. DNAPL stringers in matrix, sheen on core, strongodor (6-10f BGS)
Dark gray SILT, some Day, little (F) Sand, trace black stringers(DNAPL?). strong odor, sheen, wet.
Dark gray (F-M) SAND, some (F) Gravel (subangular). strong odor, slightsheen wet
grouted lo grade -
-
•
-
-
BLASLAND, BOUCK & LEE, INC.engineers & sclentists
Remarks: BGS=below ground surface; WOR=weight of rods; (F)=Fine;(M)=Medium; (C)=Coarse; OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-705.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: AR3U70I*
Page: f or 2
Client:^ , Well/Boring ID: SB-705
Beazer East Inc., and
Site Location: Borehole Depth: 26.0'Former Koppers Co. Inc. Site
Newport, DE
XK0.LUO
._S
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Stratigraphic DescriptionWell/Boring
Construction
-25
10
12
13
SS
SS
ss
03
2.0
1.5
8
3
2
2
3
4
4_
4
7
8
17
7
11
0
0
0
0
0
0
0
0
7
8
11
•.:.•:•_:is.:
ffH;
.-.•.•.-.
z_z"z_z-;
^ (M) GRAVEL (subangular) /
Dark gray (F-M) SAND, some (F) Gravel (subangular). strong odor, slight
Red and light gray (F) SAND and SILT, some day. moist.
f (F-C) SAND and (F-M) GRAVEL (subangular). wet
Red, brown CLAY, some Silt, moist.
Red and light gray CLAY, moist.
-
—
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; WOR=weight of rods; (F)=Fine;
(Iv1)=rv1edium; (C)=Coarse; OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-705.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldf
Date:
Page: 2 of 2
A R 3 U 7 0 5
Date Start/Finish: 12/03/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 34.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-706
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
nW o: m
Stratigraphic Description
Well/Boring
Construction
u
-5
-15
1
2
3
4
5
6
7
8
9
SS
SS
ss
ss
ss
ss
ss
ss
ss
04
0.9
1.0
1.8
2.0
20
20
2.0
2.0
12
12
10
50/4
3
3
3
3
9
6
4
3
3
4
9
3
3
7
7
4
5
8
1
4
5
7
9
4
4
4
4
4
23
>50
6
15
7
10
13
12
8
0
0
6.4
13
15
8
10
11
14
10
8
10
6
15
21
35
21
15
10
8
5
15
10
9
10
10
11
10
8
10
i.~~-i.-
.""".1.-
—•__•—•_
—•_--..
— -_—_-
""•—""-
— _— -
— _— •_
• z" ^~
ۤۤ-^^^^_
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— ""— ~
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_~~_-
_— •_-
~~— •"""-
~_~L
-_— ._j-^_7
— -
z—z-— _— _
•-L_r™"i_— __-
Z— Z-
Z— Z-
Dark brown SILT, some Organics and (F) Sand
Dl 1 If kit CAklrt f« * 1 J \
\ Black (F) SAND, stiff, odor, sheen, wel. /
Refusal at 3' BGS Sheen on augers.
Brown/gray SILT, trace Clay. odor, sheen on split spoon.
Brown/gray SILT with some black staining, little Clay, sheen on splitspoon, wet.
Brown CLAY, little Silt, trace (F) Sand. wet. strong odor, sheen.
Light brown SILT, some Clay and (F) Sand, moist.
Light brown SILT, little Clay and (F) Sand
Color change to gray at 12.9' BGS.
Color change to hghl brown and red brown at 15.1' BGS.
Gray SILT and CLAY, little (F) Sand, moist
Light brown SILT, some Clay, trace (F) Sand, moist.
(W»hnl. lr.m.=
grouted to grade —
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-706.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 0 6
Page. 1 of 2
Chent' _ Well/Boring ID: SB-706Beazer East Inc., and
Site Location: Borehole Depth: 34.0'Former Koppers Co. Inc. SiteNewport, DE
X
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c
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Stratigraphic DescriptionWell/BoringConstruction
- 20
10
11
12
13
15
16
17
SS
SS
ss
ss
ss
ss
ss
2.0
2.0
1.5
1.0
0 6
20
1.0
4
4
4
5
5
5
7
5
8
9
12
10
11
11
1011
8
7
8
5
5
6
7
10
9
9
11
8
10
17
22
12
18
9
8
8
7
6
5
5
3
3
2
10
5
8
5
1011
8
5
8
h™"""""]
§if|:
i-z-
i-z-\*. .
•'.• •. .•'.•'. '.• •'.—•—•.—• • >• » •• • • i• • •• > > i— _••—.:;_.—
»: — "— : —*: — :'n: : —
z— i>
HO1
T-T^-T-
Gray CLAY, some Silt, moist.Color change to dark red and dark brown at 1 9.3' BGS
Light brown SILT, little Clay and Wood debris
Light brown SILT, little Clay.
^ Dark brown (C) SAND and (F) GRAVEL.
Brown (F-M) SAND wet
Gray (F-C) SAND. wel.
Orange/brown (F-M) SAND and SILT, some Clay, wet
Color change to brown al 26' BGS
Light gray SILT, some Clay, wet
Light gray and white CLAY, trace Silt, moist.Color change to light gray and red at 31 .2' BGS.
' '"„'
V ;
-
•
BLASLAND, BOUCK & LEE. INC.e n g / n e e r s & s c / e n / / s r s
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-706.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 0 7
Page: 2 of 2
Date Start/Finish: 12/03/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 28.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-707
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
&
CDCO m
Stratigraphic Description
Well/Boring
Construction
-5
in
- 15
1
2
3
4
5
6
7
8
9
SS
SS
ss
ss
ss
ss
ss
ss
ss
2.0
1.7
0
2.0
2.0
2.0
1.8
2.0
1.0
2
10
3
2
2
2
22
3
3
4
2
2
4
6
6
7
5
5
5
77
6
5
5
7
6
2
2
4
7
4
4
6
5
13
4
6
6
12
14
12
6
10
1.3
1.5
1.1
1.0
0.5
0.4
1.0
0 3
NA
1.0
0.2
0.3
0.4
0.1
0.2
0.5
0.7
0
0Q
0
0
0
0
0
0
0
0
0
0
1.0
1.0
2.0
H3
Hf ir£3€_
H€T-
E-£ -Z
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Dark brown CLAY, some Silt, dry.
v Brown (F-C) SAND. /No Recovery
Light brown and gray CLAY, some Silt, dry
Brown (F-M) SAND, trace (M) Gravel, damp.
Dark gray/black CLAY, some Silt.
Color change to light gray at 1 1 .3' BGS.
Light gray SILT, some Clay, trace (F) Sand, damp
Color change to dark gray/Mack at 15' BGS
Gray (F-C) SAND, some Sill, little (F-C) Gravel, wet.
..i-. . • •
.V
'V.'
>..
Rnrohnlft treme
grouted to grade. -
•
~
BLASLAND, BOUCK & LEE, INC.engineers & scientlsts
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-707.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 0 8
Page. 1 of 2
Client:._ t l _. Well/Boring ID: SB-707
Beazer East Inc., and
Site Location: Borehole Depth: 28.0'Former Koppers Co. Inc. SiteNewport, DE
ItLUa
V3
C
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Stratigraphic DescriptionWell/BoringConstruction
*) r\— z u
-25
10
11
12
13
14
SS
SS
ss
ss
ss
0.7
0.3
1.5
1.3
2.0
9
9
10
9
8
9
8
5
8
5
8
4
10
11
9
19
9
13
14
0
1.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
^4-
" —"---"
lio3€3€_^E^E3€3£!
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;§€§€:If f
^ (C) GRAVEL. j
Gray (F-C) SAND, some Silt, little (F-C) Gravel, wet.
Red and light gray/while CLAY, little Sit. wet.
Red and light gray/white CLAY, some (F) red Sand, little Sill. wet.
Red and light gray/white CLAY, little Silt, wet
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-707.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: 2 of 2
AR3U709
Date Start/Finish: 12/04/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 26.0'
Geologist: Benjamin 1. Skupp
Well/Boring ID: SB-708
Client: Beazer East Inc., andE. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
X
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8CD
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Stratigraphic Description
Well/Boring
Construction
- 5
-15
1
2
3
4
5
6
7
9
SS
SS
SS
SS
SS
SS
SS
SS
ss
3
0.1
2.0
2.0
2.0
20
2.0
1.0
3
3
4
3
2
2
3
4
3
3
3
3
4
4
5
2
3
3
3
a8
9
8
5
5
7
12
12
18
18
8
11
17
16
10
6
7
5
5
8
6
17
12
33
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
1
I— ZH
iHi^T" _Z"!
~^~
•*• *"•*• ~
HH
•HH
iH!• • •• • • <
•r^Z-ZT-
fffj:
j-~~_-
•:
z— z-
Dark brown SILT, some (F) Sand, little Wood debns and Organics. mots!
Light gray and light brown CLAY, little Silt, moist.
Brown (F-C) SAND, little Silt, wet
Light gray and light brown CLAY, little Silt, moist
Dark brown SILT, some Clay, trace (F) Sand, moist.
Dark brown (F-C) SAND, trace Silt. wet.
Dark brown SILT, some Clay, trace (F) Sand. wet.
grouted to grade -
-
-
-
BLASLAND. BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-708.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: 1 of 2
A R 3 U 7 I O
Client'_ , Well/Boring ID: SB-708
Beazer East Inc., and
Site Location: Borehole Depth: 26.0'Former Koppers Co. Inc. SiteNewport, DE
X
tLUD
3z
itbCO
&fe*c=CD
co
j!CD
&
%c
CO
CO
5
CD_3
>
Z
f?aCO•oCD
nCL
c
cSo8s
o0
Stratigraphic DescriptionWell/BoringConstruction
-25
10
11
12
13
SS
SS
ss
ss
1.9
20
2.0
2.0
5
9
6
7
6
5
10
15
11
12
11
12
13
15
14
11
26
25
1
0
0
1
0
10
0
10
0
10
0
ZTLLT
: :'•:•:
* • •• i• • •• • <• • •• • i• • •• • i• • •• • i• • •• • i
ZJTZ^T
mi
Light brown (F-M) SAND, trace Silt. wet.
Light brown (F-C) SAND, trace Silt. wet.
Color change lo orange-brown at 22. 91 BGS.
\ Red SILT, some Clay, moist. /
Red and light gray/white CLAY, little Silt, moist.
-
-
BLASLAND, BOUCK & LEE. INC.engineers & sclent 1st s
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-708.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: 2 of 2
A R 3 U 7 I I
Date Start/Finish: 12/04/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 20.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-709
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
Ih-Q.
Q
Run
Num
ber
exEw
I
Q_
t
w
I<D
pCD
CL.
co
g5
"5,z
I
XoQ.
c C
olum
n
oo0
Stratigraphic Description
Well/Boring
Construction
-5
- 15
1
2
3
4
5
6
7
8
9
SS
SS
SS
SS
SS
SS
SS
ss
ss
0.4
2.0
2.0
1.0
2.0
2.0
2.0
0
2.0
1
1
1
1
2
4
5
4
2
1
4
4
3
4
6
14
16
9
10
11
11
13
8
22
20
22
11
12
15
11
6
B
7
e7
2
9
4
7
30
22
42
27
0
0
1
0
1
in
4
8
35
29
8
10
15
8
21
?5
10
8
33
21
10
8
MA
21
21
95
10
10
I-Z-
~Z~ I
-Z— "^ T
•••
—_— .
~— Z-
-_— 1
-z— .
-z— .
::•—:•—: —
::—.:.— : —
Dark brown SILT, some Clay, moist
Dark brown SILT, some Clay, little (C) Gravel, moist.
Dark brown SILT, some Clay, trace (F) Sand, moist
\ Black CINDERS, moist. /
Dark brown SILT, some Clay, trace (F) Sand, moist.
•v Black CINDERS, moist. /
Dark brown SILT, some Clay, trace (F) Sand, moist.
Black staining, appears to have DNAPL in pore space, moist to wel, strongodor, slight sheen from 6-10' BGS.
Dark brown SILT, some (F) Sand and Clay.
K. Dark brown (F-C) SAND, little Black Staining, strong odor, sheen
Dark brown SILT, some clay, moist.
Wet with a sheen and strong odor from 12-14' BGS.
No Recovery
Light gray (F) SAND and SILT trace Clay
~
-,-
'4
' -•.' ^"'
...i
-
Borehole tremipgrouted to grade. —
-
-
•
-
-
.
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-709.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 I 2
Page: 1 of 2
Client:„ . „ Well/Boring ID: SB-709
Beazer East Inc., and
Site Location: Borehole Depth: 20.0'Former Koppers Co. Inc. Site
Newport, DE
iQ.
Q
i_
F32c
CDo.Ew
10
ex£•
10.ECD
CO
ss
i?
££•CD
Q
o:
2 0
CD
u
CO
CD
5
CD3CD>
Z
15
Fex&
8a«CDCDI
aa.
12
cE0Oo
oo0
•JL"1L
_'"J."
— :•—
Stratigraphic Description
DNAPL found from 16 9-20' BGS
Well/Boring
Construction
-
BLASLAND. BOUCK & LEE, INC.engineers & sclentists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-709.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 I U 7 I 3
Page: 2 of 2
Date Start/Finish: 12/04/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 32.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-710
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
CDQ.
CDCO
O.
CDCO
£
QL m
o
IStratigraphic Description
Well/Boring
Construction
- 5
in
-15
1
2
3
4
5
6
7
Q
9
SS
ss
ss
ss
ss
ss
ss
ss
ss
2.0
2.0
2.0
20
20
20
2.0
2.0
1.0
3
3
3
3
4
4
4
5
4
6
5
4
9
14
14
13
9
5
6
5
5
5
4
3
11
17
15
16
10
9
8
7
9
11
11
12
9
6
8
11
28
11
9
32
17
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
10
10
10
18
20
8
I— Z --Z— ._— _-_~~"_"Z~Z_Z~ZJ
§€§€:
r€r€J
§€§€:^r^rE.'z.ri-r:
IBf::ۤۤ-_~~_
_:—
— —^~
_ _ ;~_~~-
4-Z—I•HZ— i:.~~— ~
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3|fjp. . .• • *',
— _— :— ~~— "— ~~— ~
: — :— •,—
z-z-"~_J-~-
-z=:_*""_"
z-z-
Dark brown SILT, some Clay, dry
Orange, light brown and light gray CLAY, some Sill. dry.
Orange, light brown and light gray SILT and (F) SAND, trace Clay, moist
Orange, light brown and light gray SILT, some Clay, little (F) Sand, moist.
Gray CLAY, some Silt, trace (F) Gravel.
Dark brown (F-C) SAND, some Silt
Dark brown SILT, some (F-C) Sand, little Clay.
Brown (F-M) SAND and SILT, some Clay, moist to wet.
Red. orange, brown SILT, some (F) Sand. wel.
Color change to dark gray at 16.5' BGS
Sheen in pore spaces, strong odor at 167' BGS.
Dark brown SILT, some day. trace Wood debns, odor.
.-
^ .
RnrAhnla Iron-no
grouted to grade. —
—
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diamter; ID=lnner Diameter
Project: 38827.007 Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfData File:SB-710.dat Date: A R 3 U 7 U
Page: 1 of 2
Client:Beazer East Inc., and
Site Location:Former Koppers Co. Inc. SiteNewport, DE
Well/Boring ID: SB-710
Borehole Depth: 32.0'
IaLUO
,_
1zc6:15.
CD
1
c
«
CDW
1
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en
1
CD
«
m
CD3
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FexQ.
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Qa.
c
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S1
so
Stratigraphic DescriptionWell/Boring
Construction
-25
- 30
10
11
12
13
14
15
16
SS
SS
SS
ss
ss
ss
ss
2.0
20
2.0
2.0
2.0
2.0
2.0
8
7
5
5
5
5
9
7
10
7
8
1211
10
11
12
13
10
8
9
11
12
7
11
15
11
16
20
23
17
19
11
103
0
0
0
0
8
10
8
8
8
8
9
0
0
0
0
50
65
75
0
0
0
0
i-fz-
*x*x.*.*.*.*
X:X:
•*•*•*
•.'.•.'
• • • 1• • •
• » • 1» • •
* • • 1• • •
* * •» • » 1
• • * 1• • •
XvX
r ^T-:
Light and dark gray (F) SAND, some Silt, trace Wood debns. strong odor.
Gray (F-C) SAND, some Silt, little (F-M) subrounded Gravel, wet. strong
Gray (F-C) SAND, some (F) subrounded Gravel, wel
DNAPL from 28-291 BGS. strong odor
DNAPL from 29 6-29.7' BGS. strong odor
jjv Red (F) SAND with DNAPL. /
\ Red CLAY. DNAPL directly above day /
^ Dark gray (F-M) SAND with DNAPL throughout
Light orange and red CLAY.
-
-
•
BLASLAND, BOUCK & LEE, INC.engineers & sclentIsts
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diamter; ID=lnner Diameter
Project: 38827.007Data File:SB-710.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: 2 of 2
A R 3 U 7 1 5
Date Start/Finish: 12/06/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 34.0'
Geologist: Benjamin 1. Skupp
Well/Boring ID: SB-711
Client: Beazer East Inc., andE. . du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
X
0.LLJQ
i Num
ber
CCCDexF
1
_c
a.(-CD
CO
I£-
Q
S
*
COCD.CO
CO
CO?
CQ
I
Z
CLCL
8stoIXnQ.
c
_3
8
&
Stratigraphic Description
Well/Boring
Construction
-5
- 15
1
2
3
4
5
6
7
8
9
SS
SS
SS
ss
ss
ss
ss
ss
ss
2.0
2.0
2.0
2.0
20
2.0
20
1.0
1.0
5
4
4
3
4
4
4
5
4
7
5
8
4
5
7
5
5
6
5
6
6
7
9
11
10
11
12
11
12
7
8
8
11
9
12
12
11
21
23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-_— '.— ~ _ "*
_— _ .-_— _-
TnTT "
r€2-zl
r£3€-r-r jr*•^_r-^z~
^^^—~
3€E-E_
^^^ i
€^€3-
!z-E3E:
•€=€=-.-E3O-
::: :::::
. •.•.* •*•*• • i• • i
• •. •.*.
• •• • <• » iv •??
Dark brown SILT, some Clay, trace Organics, dry
Color change to light brown with some orange bands at 03' BGS.
Light brown with some orange bands CLAY, some Silt, trace Blacknodules (possible organics).
Lighl brown with some orange bands CLAY, some Silt, trace (F) Gravel(subangular). moist.
Dark brown and brown (F-M) SAND, little Silt, moist
Brown (F-C) SAND, some (F-M) Gravel (subangular). wet
\ (C) GRAVEL (subangular). /
grouted to grade. -
'
~
•
BLASLAND, BQUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-711.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 I 6
Page: 1 of 2
Client:Well/Boring ID: SB-711
Beazer East Inc., and
Site Location: Borehole Depth: 34.0'Former Koppers Co. Inc. Site
Newport, DE
IQ_
Q
13
C
CL£CLb
W
1
«2
ECD
CO
1£.
>
8cc
%€co
OT
sm
a>3CD
Z
18a•o
nQ.
3OOO
o0
Stratigraphic DescriptionWell/Boring
Construction
-25
10
11
12
13
14
15
16
17
SS
SS
ss
ss
ss
ss
ss
ss
20
2.0
2.0
2.0
20
18
2.0
1.0
9
8
7
4
5
4
4
4
5
3
4
4
4
3
4
4
9
11
12
12
9
11
11
12
9
11
11
12
17
9
9
7
7
23
22
22
0
0
0
0
0
0
0
o0
o0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
:•:•:•:•:.'.'.'.'.*.*.'.*.'.'.•.•.•.
:::::
: : : :
•
•'.•'.•'. •''.''.' '.~2r.
^r£^r.
3€3^
£r€^-
$•$C&$&
p^£f*&|€^£H--^r^=-
€§€^3€H:€§€§--m^z_
3£H:JTT^TT-
Brown (F-M) SAND, little Silt. wel.
Brown (F-M) SAND little sill wet (sluff?)
Brown (F-M) SAND, trace Silt. wel.
Gray CLAY, little (F) Sand and Silt, trace (F) Gravel (subrounded)
(F-C) GRAVEL (subangular-subrounded). some (F-C) Sand, wet
Brown CLAY, some Silt. dry.
Fled and light gray CLAY, dry.
".V-
"^
%•"'.tfV:''•-''.?
:*;
'/•-.
;' ' '_
—
BLASLAND. BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007DataFileSB-711.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 I 7
Page: 2 of 2
Date Start/Finish: 12/05/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 26.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-712
Client: Beazer East Inc., andE.I. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
£CL
CDCO £
ft
I
ffi
Stratigraphic Description
Well/Boring
Construction
_ C
n n
-15
1
2
3
4
5
6
7
8
9
SS
ss
ss
ss
ss
ss
ss
ss
ss
20
2.0
2.0
2.0
2.0
2.0
20
0.5
06
4
3
3
3
4
4
3
4
3
4
5
5
6
7
10
7
7
8
7
9
11
10
a8
8
7
7
8
8
7
8
15
20
18
22
11
6
7
8
13
15
21
15
15
38
NA
0
0
0
0
0.5n Au.
0.3
0.2
0
0
0
0
0
0.5
0
0
0
1
01
0
0
0
0
5
6
8
5
5
6
5
5
••
•
•
•i~±-I~Z-~— "7"J
— ~"J_-
1TMT
rZ— "E— z-— ^^~ '
7"_JT"_
£Z-?~rZ-r.H— Z-i
H—i ZHI— Z-— __— _
T"^^T^I— Z-\ v^ ' "
iO.aX
rS —
E?E-S-I-EI
-S-Z^Z
Elris:E?E~3~~
E?--3 —
r?5
v Dark brown SILT, some Clay, trace Organics. /Black CINDERS, some (F) Gravel (subangular). strong odor, dry
Light brown SILT, some Clay, slight odor, dry.
Wet at 44' BGS.Orange brown SILT, some Clay, trace (F) Sand, moist.
Trace black staining from 6-9.6' BGS.
Color change to light brown, light gray and orange al 8' BGS.
JDark brown SILT, some (FJSand 9B<t.Qay,.moisl.Black stamina tnrouahaut rrbm 1D-10.Z BGS.Dark brown SILT, some Clay, little (F) Sand, trace black staining
(C) GRAVEL (subangular).
Light, red. brown (F) SAND and CLAY, some Silt, little (F) Gravel(subrounded). damp.
Black staining throughout from 14-16' BGS.
"-„ •
-
^ •'
" ''•;
•::.• :.>'
Rncohnlo tram*
grouted to grade. —
~
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-712.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: Jof2
A R 3 U 7 I 8
Client1_ Well/Boring ID: SB-712
Beazer East Inc., and
Site Location: Borehole Depth: 26.0'Former Koppers Co. Inc. Site
Newport, DE
X
Q_UJQ
1
Zc
CDQ.E
CO
f£CL
FCD
CO
ICD
O
o:
CO
sm
CD3CD>
Z
18
1
fQQ.
3OO
9°O
Stratigraphic DescriptionWell/Boring
Construction
-25
10
11
12
13
SS
ss
ss
ss
0.6
1.0
2.0
2.0
12
9
10
8
7
6
3
3
4
5
4
6
9
10
11
21
13
9
19
1.5
1.5
5
6
0
0
0
0
0
0
0
0
E^E
1 1
3"E3-iI
lOf
Red and light gray/white CLAY.
-
-
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-712.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: 2 of 2
A R 3 I U 7 1 9
Date Start/Finish: 12/12/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 20.0'
Geologist: Benjamin 1. Skupp
Well/Boring ID: SB-71 3
Client: Beazer East Inc., andE. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
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Stratigraphic Description
Well/Boring
Construction
- 5
-15
1
2
3
4
5
6
7
8
9
SS
SS
ss
ss
ss
ss
ss
ss
ss
0.8
0.1
1.6
1.5
20
0.1
2.0
1.0
0.7
12
4
3
1
2
2
2
1
1
1
1
1
1
1
2
8
7
2
7
19
9
7
7
6
14
2
9
9
9
7
9
12
15
6
6
4
2
2
10
26
13
18
21
0
0
0
0
0
10
5
8
10
a5
7
10
1115
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
i— z-
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Dark brown SILT, some (F) Sand
Red and yellow CLAY, some Sill, slight sheen, odor, wet.
(C) GRAVEL (subangular).
Gray SILT, some (F) Sand
Pore spaces partially saturated with DNAPL (57-6' BGS).
Gray CLAY, little Silt.
Gray SILT and (F) SAND, little Clay. DNAPL in pore spaces.
Dark gray SILT, some (F) Sand, wet.
i Dark gray (F-M) SAND and (f) GRAVEL (subangular). strong odor and /\ sheen thoughout, wel. /
Black, brown (F) SAND and (F) GRAVEL (subangular). strong odor,sheen.
Red and some yellow CLAY, little Silt, dense
Red and some yellow CLAY, little (C) Gravel.
FW»hnJ0 IrnmiA
grouted to grade -
-
•
-
-
-
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-713.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page: 1 of 2
A R 3 U 7 2 0
Crllent: r, ., ., Well/Boring ID: SB-71 3Beazer East Inc., and
Site Location: Borehole Depth: 20.0'Former Koppers Co. Inc. Site
Newport, DE
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o i€ii:o ri 1
Stratigraphic DescriptionWell/Boring
Construction
BLASLAND. BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-713.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate:
Page. 2 of 2
A R 3 I U 7 2 I
Date Start/Finish: 12/12/2002Drilling Company: Parratt Wolff, Inc.Driller's Name: Ron BushDrilling Method: Hollow-Stem AugerAuger Size: 4 1/4" IDRig Type: ATV mountedSampling Method: Continuous Split-Spoon
Borehole Depth: 18.0'
Geologist: Benjamin I. Skupp
Well/Boring ID: SB-714
Client: Beazer East Inc.. andE. du Pont de Nemours
Location: Former Koppers Co. Inc. Site
Newport, DE
X
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Stratigraphic Description
Well/Boring
Construction
- 5
- 15
1
2
3
4
6
7
a
9
ss
ss
ss
ss
ss
ss
ss
ss
0.1
1.1
2.0
1 0
2.0
2.0
1.0
1.0
1
2
4
3
1
2
2
2
1
1
8
2
7
19
9
7
7
6
14
2
9
9
9
7
9
12
15
6
4
2
2
26
13
18
21
0
8
10
8
5
0
a10
0
0
0
10
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7LJTL
i-z-
I— Z-* ~ * ™
TUT..
••
boj
r£3€I
^^^^~
^_r^_r~
Dark brown SILT, some organics
Dark brown and orange SILT, some Clay, little (F) Sand, sheens, wet.
Dark brown SILT, some (F) Sand, trace (F) Gravel (subangular). wet
Nodules of DNAPL. sheen, strong odor from 4-6' BGS.
Color change to orange, brown at 6' BGS
(subangular), wet.
Black stains, strong odor, sheens (9 1-9.21 BGS).
_ Black stained and saturated SOOT, some (F) Sand, little (F) Gravel, wet. ,,Red Clay, some yellow Clay.
Red Clay, some yellow stnngers Silt and (F) Sand.
Red Clay, some yellow stringers Clay
Dark, red CLAY.
VTV
-_"
./-.;
Ron»hfyp trMniAgrouted to grade -
-
-
-
BLASLAND, BOUCK & LEE, INC.engineers & scientists
Remarks: BGS=below ground surface; (F)=Fine; (M)=Medium; (C)=Coarse;OD=Outer Diameter; ID=lnner Diameter
Project: 38827.007Data File:SB-714.dat
Template: p:\Koppers\SoilBoringLogs02\soilborings.ldfDate: A R 3 U 7 2 2
Page: 1 of 1
Attachment 2
Geotechnical Laboratory Data
BBLBLASLAND. BOUCK & LEE, INC.eng inee rs & scientists
A R 3 U 7 2 3
W- pujlabs
PW LABORATORIES INC.P.O. BOX 56, 5879 FISHER ROAD. EAST SYRACUSE NY 13057315-437-1420 • (866) 7PW-LABS • FAX 315-437-1752
January 20, 2003
Mr. Dave LipsonBlasland, Bouck & Lee14142 Denver West ParkwaySuite 350Golden, Colorado 80401
Page One of TwoRe: L-02007
(B02258A)Laboratory TestingFormer Koppers Company, Inc.Project No.: 38827
Dear Mr. Lipson:
Enclosed are the results of laboratory testing performed at your request on six tube soilsamples obtained by a Parratt-Wolff, Inc. drilling crew on December 3, 4, 5 and 6,2002 for the above referenced project. Results include:
1. Natural Moisture Content ASTM D2216Laboratory I.D. #16561-16566 6 each
2. Sieve Analysis ASTM D422 & Dl 140Laboratory I.D. #16561-16566 6 each
3. Hydrometer Analysis ASTM D422Laboratory I.D. #16561-16566 6 each
4. Atterberg Limits ASTM D4318Laboratory I.D. #16561-16566 6 each
5. Specific Gravity ASTM D854Laboratory I.D. #16561-16566 6 each
6. Hydraulic Conductivity - Flexible Wall ASTM D5084Laboratory I.D. #16561-16566 6 each
7. Bulk (Natural) Soil Density Corps of EngineersEM-1110-2-1906 Appendix II, Displacement MethodLaboratory I.D. #16561-16566 6 each
AR3U721*
II
January 20, 2003Blasland, Bouck & LeeGolden, Colorado 80401
Page Two of TwoRe: L-02007
(B02258A)Laboratory TestingFormer Koppers Company, Inc.Project No.: 38827
8. Porosity - Corps of Engineers EM 1110-201906Appendix IILaboratory I. D .# 16561 -16566 6 each
9. TOC - EPA Method 9060Laboratory I.D. #16561-16566 6 each
The actual TOC testing was performed by ATEL, Inc. at the direction of PWLaboratoriesjnc.
All requested tests have been completed on the previously received sample(s) for theabove project. All sample remains are scheduled to be disposed of on February 20,2003. Please notify PW Laboratories, Inc. by letter or telephone prior to February 20,2003 if you would prefer to pick up the sample(s) or that the sample(s) be retained byPW Laboratories, Inc. for an additional period of time.
Additional reports will be forwarded to you as they are completed.
Thank you for this opportunity to work with you.
Very truly yours,
PW LABORATORIES, INC.
Donald P. Blasland, SETV.P. - Laboratory & Field ServicesDPB/bapencs:
A R 3 U 7 2 5
, 52S?- EAST 8rRA««E. MY 130S731*437-1420 • (NQTPWHABS • FAX 31*437-1752
January 20, 2003
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
NATURAL MOISTURE CONTENTASTM D2216
Lab I.D. #
16561
16562
16563
16564
16565
16566
Sample #.
SB706
SB707
SB708
SB710
SB711
SB712
Depth(feet)
34.5 - 35.0
27.5 - 28.0
25.5 - 26.0
31.5-32.0
31.5-32.0
25.5-26.0
Moisture Content as aPercent of Dry Weight
21.4
23.4 (1)
19.1 (1)
29.1
23.0 (1)
31.4
(1) Average of two determinations
A R 3 U 7 2 6
PW LABORATORIES INC.P.O. BOX S6.M7* FISHER ROAD. EAST SYRACUSE. NY 130S7315-437-1420 • (We)7PW-LA8S • FAX 315437-1752
CO
ro— i
PROJECT TITLE
PROJECT* L-02007
SIEVE ANALYSIS OFSOIL / AGGREGATE
Laboratory Testing - Former Koppers Company, Inc.Project # 38827
REPORT # 1TEST METHOD ASTM D422 & D1140 REPORT DATE January 20, 2003
Lab I.D. *
16561
16562
16563
16564
16565
16566
Sample
SB706
SB707
SB708
SB710
SB711
SB712
Depth(feet)
34.5-35.0
27.5-28.0
25.5-26.0
31.5-32.0
31.5-32.0
25.5-26.0
Sieve Size - Percent Passing Sieve
3/4"
-.
-
-
100
-
-
1/2"
-
-
-
98.0
-
-
3/8"
-
-
-
96.5
100
-
1/4"
-
-
-
94.4
99.5
-
#4
100
100
100
94.2
99.1
-
#10
96.9
99.9
99.9
92.9
98.4
100
#30
75.4
97.4
95.5
89.5
94.4
97.1
#40
68.3
95.7
92.2
88.6
92.5
93.8
#60
57.7
91.1
82.9
86.7
88.4
83.9
#100
49.8
86.5
75.8
85.0
83.3
80.4
#200
42.4
81.5
68.8
82.8
74.2
78.9
Sample mass, as received, meets minimum mass requirements of test method: Yes X No
Remarks:
Prewashed:
Performed By:
Checked By:
Yes No
SW, VJT
V.J. Thoma
GRAIN SIZE ANALYSIS
SICVCS »4t il i i 4 i 4 S IS 90 SO 100 200 HYOftOMETEM* » m • • 7 * 7 /f\ A • • » • »
e so
S'u•t MAR-.W7
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£ 0 0 S O 2 0 6 2 O . S 0 . 2 O.OS 0.02 0.006 O.OOCSftAIN SIZE IN MILLIMETERS
•ouuffftiCOMLES
1 i iGRAVEL
C 1 .M | F
i iSANO
C | M | FSILT- CLAY SOIL
2tS 7S.2 28.4 S.S2 2.0 O.SS 0.29 0.074 MM. OPENINS
Sift. 9 In. 1 in. 3/8 in. Nw. 10 3O 60 200 SIEVE
•ZQCO
f• JroCO
L-02007 Lab I.D. #: 16561
Laboratory Testing Sample: SB706
Former Koppers Depth: 34.5' - 35.0'Project No.: 38827
O Sieve Analysis ASTM D422 & D1140
O Hydrometer Analysis ASTM D422
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lUlla
bs
PW
LAB
OR
AreR
IGB
MC
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ili
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rorooo-J
100
i90.
•Mi»»:1
SIEVES »4t tl i• . . f •
--
;s*.--;: *£»-?'. ;.'*.•;
too
•OULKMCOMLEf
• •
i ;
M » ,
SO 20
1
-^
SHJ
6RAIN SIZE ANALYSIS
IS ' 90 80 100 200 HYDROMETER
J llS- • .*. «.
• ^
f^ ^S-
6 2 0.6 0.2GRAIN SIZE IN MILLIMETERS
i •i GRAVEL
C | M | FSANO
C | M | f
: ^ - — e- •e-i:Ki
ii
^ \^
0.06 0.02 0.006 O.OO2
SILT- CLAY SOIL
22S 76.2 28.4 S.92 2.0 O.SS 0.2S 0.074 MM. OPENING
Sin. 9 In. 1 in. 9/B in. MM. 10 90 60 ZOO SIEVE
CO
*-
— J
VJD
L-02007 Lab I.D. #: 16562
Laboratory Testing Sample: S8707
Former Koppers Depth: 27.5' - 28.0'Project No.: 38827
O Sieve Analysis ASTM D422 & D1140
O Hydrometer Analysis ASTM D422
U TB ^____
«o< I Si
!!•IE|p (OC
P
^ si> §i!i§,
-n t.
Sr | &• i ? r
01 r* O
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or
o oO N->W Nl e
100l
H SO
|GO
*X;;|£S",*$| —1*°r*°
SIEVES
—v-.v
lisj-'-:-, igH^', ?.?:r •
-'• . : .
too
MULOfMCOMLCS
•4.
. :
* ; i i 1
GRAIN SIZE ANALYSIS
4 S IS ' 90 80 100 200
SO 20
•>•**,>•• c;
^^^
HYDROMETER
^ ~^S>,- k,
5tv^
^^£>
6 2 0.6 0.2 0.06 0.02 O.OOS O.OOtGRAIN SIZE IN MILLIMETERS
i GRAVELC | M 1 F
1 1
SANOC | M | F
SILT- CLAY SOIL
22S 76.2 29.4 S.92 2.0 O.SS 0.29 0.074 MM. OPENIN6tin. 9 In. 1 In. 3/8 in. MM. 10 90 60 200 SIEVE
X*
CO
^_.
— 1CD
L-02007 Lab I.D. #: 16563
Laboratory Testing Sample: SB708
Former Koppers Depth: 25.5' - 26.0'
Project No.: 38827
©Sieve Analysis ASTM D422 S D1140
O Hydrometer Analysis ASTM D422
11jp **•
Ji:i 5*0 '••1 .|
4' 2m
|?
ill
s 1 ?>< z -M So
%
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SIEVES
K
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: '&:•'•*
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too
•fNRJDERICOMLES
J*M • -
•
, ;
t i"**~ C * } _ " i
GO 20
1
GRAIN SIZE ANALYSIS
4 S IS ' 90 80 100 200
• » r w
t — —•M =f ib=. • •
• i«•
m^
v^—— &-e-
6 2 0.6 0.2GRAIN SIZE IN MILLIMETERS
• iGRAVEL
C | M 1 F
1 1
C | M | F
^
HYDROMETER
— »— _ -4 }
^>i
0.06 0.02
y
^ t*
*
*
•M IM
0.006 0.002
SILT- CLAY SOIL
22S 7S.2 29.4 S.92 2.0 O.St 0.29 0.074 MM. OPENINSt IN. 9 In. 1 In. 9/8 in. MM. 10 90 60 200 SIEVE
SCO
-p-
L-02007 Lab I.D. #: 16564
Laboratory Testing Sample: SB710
Former Koppers Depth: 31.5' - 32.0'
Project No. : 38827
O Sieve Analysis ASTM D422 & D1140
O Hydrometer Analysis ASTM D422
PW
LAB
OR
AT
OP.O
. BO
X S
t. 81315-437-1420
1 1
n• ic --142j&
*!•^
<_0)3
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ro0%N>0Ou>
egoffc(DC
zo
r
0
GRAIN SIZE ANALYSIS
100
.
g™
t<«A
&'•A• 99
5 AA••4O
*"IV
SIEVES
•• v '
'£»*:•••.
;s*.v;• **-'• t..ti •
too
DOULDEMCODDLES
r*! * 1 i i i
GO 20
[
•4^
4
*|
^^m
S 16 90 80 100 J• « • « •
^? - . A. *«-
•*.
bl• ©^
6 2 0.6 0.2GRAIN SIZE IN MILLIMETERS
i iGRAVEL
C | M | F
i iSANO
C | M | F
tOO HYDROMETER
;) -X
L
^
v
\^
)t
C x .,Jb
'
v-o
0.06 0.02 0.006 O.OO2*
SILT- CLAY SOIL
226 76.2 28.4 S.82 2.0 0.8S 0.29 0.074 MM. OPENINGDin. 9 In. 1 In. 9/8 In. MM. 10 9O 60 200 SIEVE
CO
L-02007 Lab I.D. #: 16565
Laboratory Testing Sample: SB711
Former Koppers Depth: 31. 51 - 32.0'
Project No.: 38827
O Sieve Analysis ASTM D422 & D1140
O Hydrometer Analysis ASTM D422
oi3
0)
KJ
KJO
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zo
Io
COro
GRAIN SIZE ANALYSISI—l
wo
1:inHP"
SIEVES
.-..
•**•-:•
isi.v• *•>-• ; .<•;
too
•AIM MM
*•* '. 1 * i
SO 20
4 S IS iX) 90 100 3
*,*•
^ ^— 0
6 2 0.6 0.2GRAIN SIZE IN MILLIMETERS
i GRAVELC 1 M 1 F
i i
C | M 1 F
too
-
HYDROMETER gPSj ~"
^^Q
iJ
^C
^\
)
0.06 0.02 0.006 0.002
SILT- CLAY SOIL
£26 76.2 29.4 S.S2 2.0 0.9S 0.29 0.074 MM. OPENING
• In. 9 In. 1 In. 9/8 In. MM. 10 9O 60 ZOO SIEVE
CO
CO
L-02007 Lab I.D. #: 16566
Laboratory Testing Sample: SB712
Former Koppers Depth: 25.5' - 26.0'Project No.: 38827
O Sieve Analysis ASTM D422 & D1140
O Hydrometer Analysis ASTM D422
'P SfPIV WG
JB
II.«*"!2^i?.38 183 •
?) «-
s I &• c ° z
2, »* o•< z '••K) 00
i sw ^^ oo
CO
January 20, 2003
P.O. BOX M. 5f7t FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (MQ7PWABS • FAX 315437-1752
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
ATTERBERG LIMITSASTMD4318
LabID#
16561
16562
16563
16564
16565
16566
Sample
SB706
SB707
SB708
SB710
SB711
SB712
Depth.(feet)
34.5 - 35.0
27.5 - 28.0
25.5 - 26.0
31.5-32.0
31.5-32.0
25.5 - 26.0
PlasticLimit
18
28
23
33
35
33
LiquidLimit
25
34
34
44
24
52
PlasticityIndex
7
6
11
11
11
19
A R 3 I L * 7 3 i *
January 20, 2003
PW LABORATORIES MC.PA BOX M. StTfl FISHER ROAD. EAST SYRACUSE. NY 13057315-437-1420 • (WQTPWABS • B«315437.r7S2
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
SPECIFIC GRAVITY OF SOILS ASTM D854
LabI.D. I
16561
16562
16563
16564
16565
16566
Sample
SB706
SB707
SB708
SB710
SB711
SB712
Depth(feet)
34.5 - 35.0
27.5 - 28.0
25.5 - 26.0
31.5-32.0
31.5-32.0
25.5 - 26.0
Minus No. 4FractionSpecificGravity
of Solids (G)
2.64
2.66
2.67
2.81
2.66
2.82
A R 3 U 7 3 5
PWUBORATOME3MC.
' EA8T a****** HY 13057315437-1420 • (MQ7PWABS . FAX 315437-1752
January 20, 2003
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
BULK(NATURAL) SOIL DENSITY (PCF)CORPS OF ENGINEERS EM-1110-2-1906
APPENDDCII. DISPLACEMENT METHOD
Lab I.D. #
16561
16562
16563
16564
16565
16566
Sample I.D.
SB706
SB707
SB708
SB710
SB711
SB712
Depth(feet)
34.5 - 35.0
27.5 - 28.0
25.5 - 26.0
31.5 - 32.0
31.5-32.0
25.5 - 26.0
Bulk (Natural) SoilDrv Density
103.4
98.4 (1)
103.9 (1)
93.0
98.8 (1)
89.3
Density (PCF)Moist Density
125.5
121.4
123.7
120.1
121.5
117.3
(1) Average of two determinations
A R 3 U 7 3 6
PW LABORATORIES MC.P.O. BOX 56.5S79 FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (S66) 7PW-LABS • FAX 31S-437-17S2
REPORT Test Start
DATE: January 20,2003 Date 12/30/02
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.: L-02007 / Project Title Laboratory Testing - Former Koppers Company, Inc.
ST. No: - /LablD#: 16561 /Test Sample Location:
Depth/Lift/Elev.: 34.5'-35.0' / Type of Sample: Undisturbed X Remolded
Method of Compaction: - /Percent Compaction:
SB706
Dry Unit Weight (PCF) / Moisture Content (% of Dry Weight):Maximum: - Initial: 93.9 / Optimum: - Initial: 21.4
Initial Height (cm): 9J5/Initial Diameter (cm): 5.95 /Initial Gradient: 28.9
DeairedInitial Degree of Saturation (B Value) (%): 100 /Permeant Liquid Used: Deionized H2 O
ConfiningPressure (PSI): 71.0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm): 8.50
/ Test (head)/ Pressure (PSI):
98
/Final/Diameter (cm):
Fina| pour
68.0
/ Final Dry/ Unit Weight (PCF):
5.85
/Tail (back)/ Pressure (PSI): 64.0
/ Final111.4 / Gradient: 33.1
/ Final Moisture Content/ (% of Dry Weight): 27.6
Determinations k (ctn/8ftc)
1.53X10-8 1.53X10-8 1.53X10-8 1.53X10-8
Mean Valua of Final Four Consecutive Determinations;
Coefficient of Permeability Projectk (cm/sec): 1.53X10-8 Specifications:
Notes:
c EXCEL/FORMS/ASTM D5084 J I LT737
PW LABORATORIES MC.P.O. BOX M, St79 FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (886) 7PW-LABS • FAX31S437-17S2
REPORT
DATE: January 20, 2003
Test Start
Date 12/18/02
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.: L-02007 / Project Title Laboratory Testing - Former Koppers Company, Inc.
ST. No: Lab ID#: 16562 /Test Sample Location: SB707
Depth/Lift/Elev.: 27.5'-28.0' / Type of Sample: Undisturbed X_
Method of Compaction: - /Percent Compaction:
Remolded
Dry Unit Weight (PCF)Maximum:
Moisture Content (% of Dry Weight):Initial: 105.6 / Optimum: - Initial: 23.4
Initial Height (cm): 12.10//' Initial Diameter (cm): 6.10 / Initial Gradient: 23.3
Initial Degree of Saturation (B Value) (%): 96
ConfiningPressure (PSI): 71.0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm): 12.00
/ Test (head)/ Pressure (PSI):
96
/Final/Diameter (cm):
Final Four
Deaired/Permeant Liquid Used: Deionized H2 O
68.0
/ Final Dry/ Unit Weight (PCF):
6.15
/Tail (back)/ Pressure (PSI): 64.0
/ Final104.7 / Gradient: 23.5
/ Final Moisture Content/ (% of Dry Weight): 23.9
Determinations K. (cm/Sfifi)
3.82X10-8 3.83X10-8 3.83X10-8 3.83X10-8
Mean Value of Final Four Consecutive Determinations:
Coefficient of Permeabilityk (cm/sec): 3.83X10-8
ProjectSpecifications:
Notes:
c EXCEL/FORMS/ASTM 05064
A R 3 I U . 7 3 8
PW LABORATORIES MC.P.O. BOX 56.5879 FISHER ROAD. EAST SYRACUSE. NY 1305731 $437-1420 • (M6)7PW-LABS • FAX 315437-1752
REPORT
DATE: January 20, 2003
Test Start
Date 12/30/02
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.: L-02007 /Project Title Laboratory Testing - Former Koppers Company, Inc.
ST. No: Lab ID#: 16563 /Test Sample Location: SB708
Depth/Lift/Elev.: 25.5'-26.0' / Type of Sample: Undisturbed X_
Method of Compaction: — /Percent Compaction:
Remolded
Dry Unit Weight (PCF)Maximum: -
/ Moisture Content (% of Dry Weight):Initial: 110.5 / Optimum: - Initial: 19.1
Initial Height (cm): 10.70/'' Initial Diameter (cm): 6.10 / Initial Gradient: 26.3
Initial Degree of Saturation (B Value) (%): 98
ConfiningPressure (PSI): 71.0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm): 10.80
/ Test (head)/ Pressure (PSI):
98
/Final/Diameter (cm):
Final Four
Deaired/Permeant Liquid Used: Deionized H2 O
68.0
/ Final Dry/ Unit Weight (PCF):
6.10
/Tail (back)/ Pressure (PSI): 64.0
/ Final109.5 / Gradient: 26.1
/ Final Moisture Content/ (% of Dry Weight): 20.9
Determinations k (cjn/8fifi)
4.68X10-8 4.73X10-8 4.78X10-8 4.80X10-8
Mean Value of Final Four Consecutive Determinations:
Coefficient of Permeabilityk (cm/sec):
Notes:
4.75X10-8ProjectSpecifications:
c EXCEL/FORMS/ASTM D50B4 A R 3 H 4 7 3 9
bsPW LABORATORIES MC.P.O. BOX 56. 5879 FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (8M) 7PW-LABS • FAX 315437-1752
REPORT Test Start
DATE: January 20, 2003 Date 12/18/02
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.: L-02007 /Project Title Laboratory Testing - Former Koppers Company, Inc.
ST. No: -- /LablD#: 16564 / Test Sample Location:
Depth/Lift/Elev.: 31.5'-32.0' / Type of Sample: Undisturbed X Remolded
Method of Compaction: - /Percent Compaction:
SB710
Dry Unit Weight (PCF) > Moisture Content (% of Dry Weight):Maximum: - Initial: 97.6 / Optimum: -_ Initial: 29.1
Initial Height (cm): 7.90X/Initial Diameter (cm): 6.10 /Initial Gradient: 35.6
DeairedInitial Degree of Saturation (B Value) (%): 100 /Permeant Liquid Used: Deionized H2 O
Confining / Test (head) /Tail (back)Pressure (PSI): 71.0 / Pressure (PSI): 68.0 / Pressure (PSI): 64.0
Final Degree of / Final Dry / FinalSaturation (B Value) (%) j»6 / Unit Weight (PCF): 97.0 / Gradient 35.4
Final /Final / Final Moisture ContentHeight (cm): 7.95 /Diameter (cm): 6.10 / (% of Dry Weight): 31.5
Final Four Determinations k (cm/sec)
7.98X10-8 8.00X10-8 8.01X10-8 8.03X10-8
Mean Value of Final Four Consecutive Determinations:
Coefficient of Permeability Projectk (cm/sec): 8.01 X10-8 Specifications:
Notes:
c EXCEL/FORMS/ASTM 05084
PW LABORATORIES MC.P.O. BOX 5«. 5879 FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (tM) 7PW-LABS • FAX 315437-1752
REPORT
DATE: January 20, 2003
Test Start
Date 1/6/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.: L-02007 / Project Title Laboratory Testing - Former Koppers Company, Inc.
ST. No: Lab ID#: 16565 /'Test Sample Location. SB711
Depth/Lift/Elev.: 31.5' - 32.0" / Type of Sample: Undisturbed X_
Method of Compaction: -- /Percent Compaction:
Remolded
Dry Unit Weight (PCF)Maximum:
Moisture Content (% of Dry Weight):Initial: 104.2 / Optimum: - Initial: 23.0
Initial Height (cm): 4.30 / Initial Diameter (cm): 5.90 /Initial Gradient: 65.4
Initial Degree of Saturation (B Value) (%): 100
ConfiningPressure (PSI): 71.0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm): 4.40
/ Test (head)/ Pressure (PSI):
106
/Final/Diameter (cm):
Deaired/Permeant Liquid Used: Deionized H2O
68.0
/ Final Dry/ Unit Weight (PCF):
6.05
/Tail (back)/ Pressure (PSI): 64.0
/ Final96.8 / Gradient: 63.9
/ Final Moisture Content/ (% of Dry Weight): 28.0
Final Four Determinations k fcm/secl
8.31 X10-8 8.00X10-'8 8.44X10-8 8.51 X10-8
Mean Value of final Four Consecutive Determinations:
Coefficient of Permeabilityk (cm/sec): 8.32X10-8
ProjectSpecifications:
Notes:
c EXCEUFORMS/ASTM D5084 A R 3 I U 7 U
PW LABORATORIES MC.P.O. BOX 56,5879 FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (666) 7PW-LABS • FAX 315437-1752
REPORT Test Start
DATE: January 20,2003 Date 12/18/02
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.: L-02007 / Project Title Laboratory Testing - Former Koppers Company, Inc.
ST. No: - /Lab ID#: 16566 /Test Sample Location: SB712
Depth/Lift/Elev.: 25.5'-26.0' / Type of Sample: Undisturbed X Remolded -
Method of Compaction: - /Percent Compaction:
Dry Unit Weight (PCF) . Moisture Content (% of Dry Weight):Maximum: - Initial: 101.9 / Optimum: — Initial: 31.4
Initial Height (cm): 12.10//Initial Diameter (cm): 5.95 /Initial Gradient: 23.3
DeairedInitial Degree of Saturation (B Value) (%): 100 /Permeant Liquid Used: Deionized H2O
ConfiningPressure (PSI): 71.0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm): 11.60
/ Test (head)/ Pressure (PSI):
100
/Final/Diameter (cm):
Final Four
68.0
/ Final Dry/ Unit Weight (PCF):
6.00
/Tail (back)/ Pressure (PSI): 64.0
/ Final104.5 / Gradient: 24.3
/ Final Moisture Content/ (% of Dry Weight): 24.5
Determinations k (cm/sec)
5.63X10-8 5.65X10-8 5.66X10-8 5.67X10-8
Mean Value of Final Four Consecutive Determinations:
Coefficient of Permeability Projectk (cm/sec): 5.65X10-8 Specifications:
Notes:
C EXCEUFORMS/ASTM 05064
AR3U7U.2
January 20, 2003
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
PW LABORATORIES MC.PA BOX 16. 5t7t FISHER ROAD. EAST SYRACUSE. NY 13057315437-1420 • (Me)7PW-LABS • FAX 315437-1752
POROSITY
Corps of EngineersEM-1110-2-1906 Appendix II
DepthLab I.D. #
16561
16562
16563
16564
16565
16566
Sample
SB706
SB707
SB708
SB710
SB711
SB712
(feet)
34
27
25
31
31
25
.5
.5
.5
.5
.5
.5
-35
-28
-26.
-32
-32
-26
.0
.0
0
.0
.0
.0
Porosity (%)
37.
40.
37.
47.
40.
49.
2
8
7
1
6
3
(1)
(1)
(1) Average of two determinations
AR3U7U3
PW LABORATORIES INCPO BOX 56. 5879 FISHER ROAD. EAST SYRACUSE. NY 1305731S-437-14JO • (866) 7PW-LABS • FAX 315-O7-17S2
February 11, 2003
Mr. Dave LipsonBlasland, Bouck & Lee14142 Denver West ParkwaySuite 350Golden, Colorado 80401
Page One of TwoRe: L-02007
(B02258A)Laboratory TestingFormer Koppers Company, Inc.Project No.: 38827
Dear Mr. Lipson:
Enclosed are the results of laboratory testing performed at your request on eighttube soil samples obtained by a Parratt-Wolff, Inc. drilling crew on December 9, 10and 12. 2002 for the above referenced project. Results include:
1. Natural Moisture Content ASTM D2216Laboratory I.D. #16569-16576 8 each
2. Sieve Analysis ASTM D422&D1140Laboratory I.D. #16569-16576 8 each
3. Hydrometer Analysis ASTM D422Laboratory I.D. #16569-16576 8 each
4. Atterberg Limits ASTM D4318Laboratory I.D. #16569-16576 8 each
5. Specific Gravity ASTM D854Laboratory I.D. #16569-16576 8 each
6. Hydraulic Conductivity - Flexible Wall ASTM D5084Laboratory I.D. #16569-16576 8 each
7. Bulk (Natural) Soil Density Corps of EngineersEM-1110-2-1906 Appendix n, Displacement MethodLaboratory 1. D. # 16569-16576 8 each
A R 3 I i*7l*i*20 39Vd SHtfl Md 2SiUEt>9TE EE 'ST E003 /TT /Z0
ll
February 11, 2003Blasland, Bouck & LeeGolden, Colorado 80401
Re: L-02007(B02258A)Laboratory TestingFormer Koppers Company, Inc.Project No.: 38827
Page Two of Two
8. Porosity - Corps of Engineers EMI 1 10-201906Appendix IILaboratory I.D. #16569-16576
9. TOC - EPA Method 9060Laboratory I.D. #16569-16576
8 each
8 each
The actual TOC testing was performed by ATEL, Inc. at the direction of PWLaboratories, Inc.
All requested tests have been completed on the previously received sample(s) for theabove project. All sample remains are scheduled to be disposed of on March 1 1 , 2003 .Please notify PW Laboratories, Inc. by letter or telephone prior to March 11, 2003 ifyou would prefer to pick up the sample(s) or that the sample(s) be retained by PWLaboratories, Inc. for an additional period of time.
Additional reports will be forwarded to you as they arc completed.
Thank you for this opportunity to work with you.
Very truly yours,
PW LABORATORIES, INC.
Donald P. Blasland, SETV.P. - Laboratory & Field ServicesDPB/bapencs:
£0 39tfd 59^ Md ZSiUEfrSTEAR3 1 1*71*5
EE:S! £002/11/30
February 11, 2003
PWlAMRATORmMC.P.O. BOX 14. MTV PISHED ROAO. EAST SYRACUSE. NY 13067315437-1410 . (WqTPW-LAU • FAX 3154J7-1782
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
NATURAL MOISTURE CONTENTASTM D2216
Lab I.D. #
16569
16570
16571
16572
16573
16574
16575
16576
Sample #.
SB704
SB714
SB713
SB700
MW101
MW102
SB705
SB703
Depth(feet)
25.5-
17.5-
19.5-
17.5-
19.5-
18.0-
25.5-
15.5-
26.0
18.0
20.0
18.0
20.0
18.5
26.0
16.0
Moisture Content as aPercent of Drv Weight
17.6
24.2
^23. 5
25.5
30.4
17.1
14.6
12.0
(1) Average of two determinations
t>0 sawnA R 3 I i*7l*6
9T £002/11/20
It DILIlabs
PW LABORATORIES MC.P.O. BOXSe.M7» RSHCT ROAD. EAST SYRACUSE. NY 13057JI5437-(«20 • (MOTPW-LAM • FAX 115437-1752
PROJECT TITLE
SIEVE ANALYSIS OFSOIL / AGGREGATE
Laboratory TestingFormer Koppers Company, Inc.Project No.: 38827
PROJECT # L-02007 REPORT # 1TEST METHOD ASTM D422 & D1140 REPORT DATE February 11, 2003
Lab ID f
16569
16570
16571
16572
16573
16574
16575
16576
Sample
SB704
SB714
SB713
SB700
MW101
MW102
SB705
SB703
Depth (feel)
255-260
175-18.0
195-200
175-18.0
195-200
180- 185
25 5 - 26 0
155- 160
Sieve Size - Percent Passing Sieve
2"
-
-
100
--
-
-
-
-
1 1/2"
-
-
82.5
-
-
-
-
-
1"
-
-
825
-
-
100
-
-
3/4'
-
-
B25
-
-
979
--
-
1/2"
-
-
810
-
-
979
-
-
3/8"
-
-
81.0
-
-
976
-
-
1/4"
-
-
80.7
-
-
97.0
--
-
*4
100
-
805
100
-
963
-
-
HMO
999
100
797
997
100
949
100
100
#30
969
951
712
933
925
845
99.4
896
*40
943
90.6
64.8
90.3
873
76.8
98.2
B36
•60
84.0
834
57.1
85.2
80.5
53-7
900
65.9
»100
68.3
79.3
513
81.2
77.9
37.8
77.9
548
*200
48.2
75.1
44.3
75.6
758
27.6
582
44.1
CO
-p-
Sample mass, as received, meets minimum requirements of test method:
Remarks Note:
Yes No Prewashed: Yes X No
Performed By: SW. VJT
Checked By: V.J. Thoma
GRAIN SIZE ANALYSIS
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L-02007 Lab .0. 1: 16569
Laboratory Testing Sample: SB704
Former Koppers Depth: 25.5' - 26. 01
Project No. 38827
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Laboratory Testing
Former Koppers
Sample: SB714
Depth: '7.5' - 18.0"
Project No. 38827
O Sieve Analysis ASTM D<422 £ D1140
O Hydrometer Analysis ASTM DH22
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Laboratory Testing Sample: SB-13
Former Koppers Depth: 19 5' - 20 o1
Project No. 38B27
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O Hydrometer Analysis ASTM DH22
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L-02007 Lab .D. # : 16572
Laboratory Testing Sample: SB700
Former Koppers Depth: 17.5' - 18.0'
Project No. 38827
O Sieve Analysis ASTM D422 f, Oil 40
O Hydrometer Analysis ASTM DU22
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L-02007 Lab .D. 1: 16573
Laboratory Testing Sample: MWI01
Former Koppers Depth: 19.5' - 20.0'
Project No. 38827
O Sieve Analysis ASTM DU22 t D11HO
O Hydrometer Analysis ASTM DU22
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L-02007 Lab .D. 1:16574
Laboratory Testing Sample: MW102
Former Koppers Depth: 18.0' - 18.5'
Project No. 38827
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L-02007 Lab .D. #: 16575
Laboratory Testing Sample: SB705
Former Koppers Depth: 25. 51 - 26.0'
Project No. 38827
O Sieve Analysis ASTM D422 6 D1140
O Hydrometer Analysis ASTM DH22
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L-02007 Lab I.D. 1: 16576
Laboratory Testing Sample: SB703
Former Koppers Depth: 15.5' - 16.0'
Project No. 38827
O Sieve Analysis ASTM DU22 & D11UO
O Hydrometer Analysis ASTM D122
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February 11, 2003
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
ATTERBERG LIMITSASTM D4318
Lab1B£ -
16569
16570
16571
16572
16573
16574
16575
16576
Sample
SB704
SB714
SB713
SB700
MW101
MW102
SB705
SB703
Depth(feet)
25.5 -26.0
17.5-18.0
19.5-20.0
17.5- 18.0
19.5 - 20.0
18.0- 18.5
25.5 - 26.0
15.5- 16.0
PlasticLimit
15
23
26
22
32
Non-Plastic
19
14
LiquidLimit
23
38
37
38
47
--
33
26
PlasticityIndex
8
15
11
16
15
~
14
12
A R 3 U 7 5 6
PW LABORATORIES INC.PA. BOX M.MT«F1S»«R ROAD. EAST SYRACUSE. NVUOS791*417-1430 • («•) TPW-iAftS • FAX81H37-17M
February 11, 2003
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
SPECIFIC GRAVITY OF SOILS ASTM D854
LabI.D. #
16569
16570
16571
16572
16573
16574
16575
16576
Sample
SB704
SB714
SB713
SB700
MW101
MW102
SB705
SB703
Depth(feet)
25.5 - 26.0
17.5- 18.0
19.5 - 20.0
17.5 - 18.0
19.5 - 20.0
18.0- 18.5
25.5 - 26.0
15.5- 16.0
Minus No. 4FractionSpecificGravity
of Solids (G)
2.68
2.93
2.90
2.68
2.92
2.71
2.75
2.73
A R 3 S U 5 7
bsPW LABORATORIES MfrP.O. BOX H. MM FISHER ROAO. EAST SYRACUSE. NV 1SM7JlMa7>t4IO • (MqrPW-LAM • FAX S1»-4)7-17H
REPORT Test Start
DATE February 11. 2003 Date 1/16/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM 05084
Project No L-02007 / Project Title Former Koppers Company, Inc
ST No. - /Lab ID* 16569 /Test Sample Location- SB704
Depth/Lift/Etev : 25 5' - 26 0' / Type of Sample: Undisturbed _X Remolded
Method of Compaction- -- /Percent Compaction.
J>y Unit Weight (PCF); ^ ^-^ Moisture Content (% of Dry Weight)-Maximum ' Initiar 120.3 /. Optimum: -- Initial: 17.6
Initial Height (cm)- 11 50//Initial Diameter (cm): 6.10 / Initial Gradient: 24.5
- • -- Deaired
initial Degree of Saturation (B Value) (%): 100 . /Permeant Liquid Used: Deionized H.O
/ Test (head) / " <b**/ Pressure (PSI): 68.0 / 0Qn 640Pressure (PSI): 710 Pressure (PSI): 68.0 / Pressure (PSI). 64.0
F.nai Degree of / Final Dry /FinalSaturation (B Value) (%) 96 / Unit Weight (PCF), 1213 / Grad.ent 247
Rna, /F,nal / Fm«l Moisture ContentHeight (cm): 1140 /Diameter (cm): 6.10 / (% of Dry Weighty 14_0_
Fin?' Enur n«tgrmlnflt»on« k /cm/sec)
359X10-8 3.59X10'8 3.60X10'8 3.60X10'8
Mean Value of Final Four Conaacutivp DatBrmlnationa:
Coefficient of Permeability Projectk (cm/sec): 3.60X10* Specifications:
Notes
c EXCEL'*ORMS'ASTM 0506<
A R 3 U 7 5 8
bsP.O. BOX a«. MW nSMBR ROAO. EAST iYRACUBt. WM3IW7
91*417-100 •
REPORT
DATE. February 11.2003
Test Start
Date 1/22/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No.. L-02007 / Project Title Former Koppers Company, Inc.
ST No Lab ID# 16570
Depth/Lift/Elev : 17 5" -18' / Type of Sample: Undisturbed X
Method of Compaction. -- /Percent Compaction:
/Test Sample Location: SB714
Remolded
Dry Unit Weight (PCF)Maximum-
Moisture Content (% of Dry Weight):Initial- 107.6 / Optimum: - Initial: 24.2
Initial Height (cm) 11.97
Initial Degree of Saturation (B
ConfiningPressure (PSI) 71 0
Final Degree ofSaturation (B Value) (%):
FinalHeight (cm) 1160
/ Initial Diameter (cm)
Value) (%). 100
/ Test (head)/ Pressure (PSI):
100
/Final/ Diameter (cm):
590 / Initial Gradient: 23.5
De aired
/Permeant Liquid Used Deionized H?O
/Tail (back)68.0 / Pressure (PSI): 64.0
/ Final Dry / Final/ Unit Weight (PCF)- 111.0 /Gradient: 243
/ Final Moisture Content5.90 / (% of Dry Weight) 237
793X10'8
Final Four Determinations k (cm/sac)
8.03X1Q-* 807X10"8
Mean Value of Final Four Congacutlva Determinations:
Coefficient of Permeability Projectk (cm/sec) 8.02X10"8 Specifications:
Notes:
: EXCEUFORMSJASTV
A R 3 U 7 5 9
PW LABORATORY MC.P.O. BOX M. «n RBHDI ROAD. EAST BYRACUSC. NY 130C7
tt • (•MITPW4ABS •
REPORT TeSt Start
DATE. February 11. 2003 D*e 1/29/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No ' L-02007 / Project Title Former Koppers Company, Inc.
ST. No - /LabID* 16571 /Test Sample Location: SB713
Deptn/Lift/Elev.. 19 5'-20.0' / Type of Sample: Undisturbed _X Remolded
Method of Compaction: -- /Percent Compaction: „_
Dry Unit Weight (PCF) , Moisture Content (% of Dry Weight):Maximum. - initial: 112.9 / Optimum. ^ Initial' 23.5
Initial Height (cm)- 8 80// Initial Diameter (cm): 590 /Initial Gradient. 32.0
Deaired
Initial Degree of Saturation (B Value) (%)• 100 /Permeant Liquid Used: Deionized H;O
ConfiningPressure (PSI)- 710
Final Degree ofSaturation (B Value) (%):
FinalHeight (cm) 850
/ Test (head)/ Pressure (PSI)
100
/Final/Diameter (cm):
68.0
/ Final Dry/ Unit Weight (PCF):
6.00
/Tail (back)/ Pressure (PSI):
/ Final113.1 / Gradient:
/ Final Moisture Content/ (% of Dry Weight):
64.0
33.1
22.1
Final Four Datflrmin.atlons k (cm/sap)
594X10'8 595X10'* 5.95X10'1 5.96X10-8
Mfl?n Value of Final Four Conaaqntlve Patartnlnfltiong;
Coefficient of Permeability Projectk (cm/sec) 595X10"* Specifications:
Notes
e EKCEUf ORMS/ASTM OX!8«
A R 3 I U 7 6 U
REPORT
DATE February 11. 2003
T6StStart
Date 1/22/°3
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No L-02007 /Project Title Former Koppers Company, Inc.
ST No -- /LablD#: 16572 /Test Sample Location: SB700
Depth/Lift/Elev.. 17 5' -16' / Type of Sample: Undisturbed _X _ Remolded _
Method of Compaction: /Percent Compaction:
Dry Unn Weight (PCF)Maximum. --
. Moisture Content (% of Dry Weight)1
Initial' 1009 s Optimum' Initial.
Initial Height (cm). 1 0. 51 X' Initial Diameter (cm)- 6.10 / Initial Gradient
25.S
268
Initial Degree of Saturation (B Value) (%). 98
ConfiningPressure (PS!) 71 0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm) 10.10
/ Test (head)/ Pressure (PSI).
100
/Final/Diameter (cm)
Final Four
Deaired
/Permeant Liquid Used- Deionized H20
68.0
/ Final Dry/ Unit Weight (PCF)
6.10
/Tail (back)/ Pressure (PSI): 64.0
/ Final(1) / Gradient: 27.9
/ Final Moisture Content/ (% of Dry Weight): (1)
Determinations k (cm/sec)
3.22X1 0'8 322X10-8 3.22X10-" 3.22X10'8
Mean Valuft Of Final Four Consecutlva Determinatlona:
Coefficient of Permeability Projectk (cm/sec): 322X10-a Specifications'
Notes H) Due to technician error, final moisture content could not be obtained.
c EXCEfFORMSMSTM DS084
A R 3 U 7 6 I
PW LABORATORIES INC.P.O. BOX M. •*» PISMER ROAO. BAST SYRACUSE. .MY 1«I7
REPORT Test Start
DATE February 11,2003 Date 1/29/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No L-02007 /Project Title Former Koppers Company. Inc.
ST No -- /LablD#- 16573 /Test Sample Location. _MW101_
Depth/Ltft/Elev 19 5 ' -200' / Type of Sample: Undisturbed _X Remolded
Metnod of Compaction- -- /Percent Compaction- -
Dry Unit Weight (PCF) / Moisture Content (% of Dry Weight).Maximum -- Initial: 984 / Optimum: -- Initial' 30.4
Initial Height (cm): 1VSO/"Initial Diameter (cm): 6.10 /Initial Gradient. 24.9
Deaired
Initial Degree of Saturation (B Value) (%) 98 /Permeant Liquid Used: Deionized
ConfiningPressure (PSI) 71 0
Final Degree ofSaturation (B Value) (%):
FinalHeight (cm). 1080
/ Test (head)/ Pressure (PSI).
100
/Final/Diameter (cm):
Final Four
680
/ Final Dry/ Unit Weight (PCF):
605
/Tail (back)/ Pressure (PS!) 64.0
/ Final1046 / Gradient: 26.1
i Final Moisture Content/ (% of Dry Weight): 267
Determinations k (cm/sec)
73BX10'8 739X10'8 7.40X10-8 7.41X10-1
Mean Value of Final Four Consecutiva Determinations;
Coefficient of Permeability Projectk (cm/sec) 7.40X10'8 Specifications:
Notes
c EXCEUf ORMS/ASTM 05064
AR3U762
PWLABORAtORMSMC.PA BOX M, SW RBMW ROAB. BAST 8VRAWME.91*437-14*0 • (BWJTPW-CABS • PAX»1H3T-17B
REPORT Test Start
DATE. February 11, 2003 Date 1/16/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No L-02007 / Project Title Former Koppers Company, Inc
ST No: -- /LabID* 16574 /Test Sample Location. MW102
Depth/Lift/Elev.. 16.0'-18.5' / Type of Sample: Undisturbed _X Remolded
Method of Compaction- -- /Percent Compaction- -
Dry Unit Weight (PCF) . Moisture Content (% of Dry Weight):Maximum- « Initial' 118.9 / Optimum: ~ Initial: 17.1
Initial Height (cm)' 7.93/^ Initial Diameter (cm)' 6.05 / Initial Gradient: 355
Deaired
Initial Degree of Saturation (B Value) (%)• 92 /Permeant Liquid Used- Deionized HzO
ConfiningPressure (PSI) 710
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm): 7.80
/ Test (head)/ Pressure (PSI)
100
/Final/Diameter (cm).
Filial pour
68.0
/
Final DryUnit Weight (PCF):
610
DAterminatfons k (cm/;
/Tail (back)/ Pressure (PSI). 64.0
/ Final1189 / Gradient: 36.1
/ Final Moisture Content/ (% of Dry Weight): 160
2.92X10'7 3.01X10'7 3.04X10'7 306X10
Mean Value pf Final Four Consecutive Determinations:
Coefficient of Permeability Projectk (cm/sec) 3.01X10"7 Specifications:
Notes
c E»CEl'FOI5MS>ASTM 050B4
IIPW LABORATORWS MC.P.O. BOX M. On H8MER ROAO. EAST SYRACUSC MY 139W315-4*71410 • (MWTPW-tABS • FAX31»-4»T-17»
REPORT Test Start
DATE February 11 2003 Date 1/16/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No L-02007 / Project Title Former Koppers Company, Inc.
ST NO - /LabiD#- 16575 /Test Sample Location: SB705
Depth/Lift/Elev 25.5' - 26 0' / Type of Sample' Undisturbed _X Remolded
Method of Compaction- -- /Percent Compaction' .. _
Dry Unit Weight (PCF) / Moisture Content (% of Dry Weight):Maximum Initial' 114.5 / Optimum: ~ Initial: 146
initial Height (cm) 10.98X" Initial Diameter (cm): 605 /Initial Gradient: 25.6
Deaired
initial Degree of Saturation (B Value) (%): 94 /Permeant Liquid Used: Deionized H*O
ConfiningPressure (PSI) 71.0
Final Degree ofSaturation (B Value) (%)
FinalHeight (cm) 1070
/ Test (head)/ Pressure (PSI)
100
/Final/Diameter (cm):
Final
68.0
/ Final Dry/ Unit Weight
590
Four Determination !
/Tail (back)/ Pressure (PSI). 64.0
/ Final(PCF): 123 5 / Gradient: 26.3
/ Final Moisture Content/ (% of Dry Weight): 19.1
k (cm/sec)
376X10'8 3.76X10'' 376X10'8 377X10'8
Mean Value Qf Final Four Connftcutive Daterminations:
Coefficient of Permeability Project
k (cm/sec) 3 76X10"8 Specifications.
Notes
/ASTM D5094
A R 3 !
PM LABORATORIES MC.. EAST SYRACUSE. HY130S7
REPORT Tes' Start
DATE February 11,2003 Date 1/16/03
Measurement of Hydraulic Conductivityof Saturated Porous Materials
Using a Flexible Wall PermeameterASTM D5084
Project No . L-02007 / Project Title Former Koppers Company, Inc
ST No -- /LabiD#. 16576 /Test Sample Location. SB103
Depth/Lift/Elev 15 5'- 160' / Type of Sample' Undisturbed _X Remolded
Method of Compaction- -- /Percent Compaction-
Dry Unit Weight (PCF) . Moisture Content (% of Dry Weight):Maximum. -- Initial. 1256 / Optimum. ^ Initial' 12.0^
initial Height (cm). 12.23// Initial Diameter (cm): 615 / Initial Gradient: 23.0
Deaired
Initial Degree of Saturation (B Value) (%)• 100 /Permeant Liquid Used: Deionized H2O
Confining / Test (head) /Tail (back)Pressure (PSI)- 710 / Pressure (PSI)' 68.0 / Pressure (PSI): 640
Final Degree of / Final Dry / FinalSaturation (B Value) (%): 98 / Unit Weight (PCF): 126.0 / Gradient:
Fina' /Final / Final Moisture Content/Diameter (cm): 610 / (%oflHeight (cm)- 1220 / Diameter (cm): 610 / (% of Dry Weight): 135
Final Four Determination* k i
10X10'6 1 12X10-8 1.16X10'8 1.13X10"8
Mean Value Of Final Four Consecutive Detarmlnatlon*!
Coefficient of Permeability Project
k (cm/sec) 1.13X10'8 Specifications:
Notes
A R 3 i ' t t 7 6 5
February 11, 2003
PW LABORATORIES MC.P.O. BOX IS. SS7* PISHKR ROAO. EAST SYRACUSE. NY 130C711*437-1490 . (SM)7PW-IABS • FAX9I9-O7-I7R
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
BULK (NATURAL) SOIL DENSITYCORPS OF ENGINEERS EM-1110-2-1906
APPENDIX II. DISPLACEMENT METHOD
Lab I.D. # Samolel.D.
16569
16570
16571
16572
16573
16574
16575
16576
SB704
SB714
SB713
SB700
MW101
MW102
SB705
SB703
Depth I(feet) I
25.5 - 26.0
17.5
19.5
17.5
19.5
18.0
25.5
15.5
-18.0
-20.0
- 18.0
-20.0
-18.5
-26.0
- 16.0
Julk (Natural) Soil Density (PCF))rv Density Moist Density
111.6 131.3
104.3
100.3
97.1
92.4
106.9
114.2
120.2
129.5
123.9
121.9
120.5
(1) 125.1
130.9
134.7
(1) Average of two determinations
A R 3 U 7 6 6
February 11, 2003
PW LABORATORIES MC.P.O. BOX BtlSTBFlSMeR ROAD. EAST BYRAOUBf. NY 13D97118-437-1410 • (BM)7PW-LABB • FAX 310-437-1712
L-02007(B02258A)
Laboratory TestingFormer Koppers Company, Inc.
Project No.: 38827
POROSITYCorps of Engineers
Depth
Labl.D.tf
16569
16570
16571
16572
16573
16574
16575
16576
Sample
SB704
SB714
SB713
SB700
MW101
MW102
SB705
SB703
(feet}
25.5
17.5
19.5
17.5
19.5
18.0
25.5
15.5
-26.0
- 18.0
-20.0
- 18.0
-20.0
- 18.5
-26.0
- 16.0
Porositv (%)
33.3
43.0
44.6
41.9
49.3
36.8°'
33.5
29.4
( 1 ) Average of Two determinations
A R 3 i i 4 7 6 7