Area E Logs -...
Transcript of Area E Logs -...
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab Black Fill 25.0 Dry
Stained
1
2
3
Yellow GW Dry
4 / Orange
5
S-2 Macro 46" Yellow GW 0.0 Dry
6 core / Orange
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-5' interval excavated by hand tools. Fill 0' to 3' used in CS-E-5 sample. GW 3'
to 5' group 3 sample taken. GW 5' to 9' used in CS-E-6 sample.11175065
DGP-58
Loose, fine to medium to coarse SAND, little well
graded fine gravel. No MGP impact.
End of boring: 9' bgs
3' to 5', Loose, fine to medium to coarse SAND,
some fine to coarse gravel. No MGP impact.
DESCRIPTION
0' to 3', MGP impacted material. Black stained
and coated gravel, ALM, wood fibers. Faint to
moderate MGP odor.
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/19/07
12/19/07
Hand Auger/Geoprobe
9'
DGP-58
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Fill 104.0 Dry
1
2
Brown ML 0.0
3
Yellow GW 0.0 Dry
4 / Orange
/ Tan
5
S-2 Macro 46" Yellow GW 0.0 Dry
6 core / Orange
/ Tan
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-5' interval excavated by hand tools. Fill 0' to 2' used in CS-E-5 sample. Jar
test equaled sheen 0' to 5'. GW 5' to 9' used in CS-E-6 sample.11175065
DGP-59
Coarse gravel at ground surface.
0' to 2', MGP impacted material. Black stained
SAND and GRAVEL, coated, ALM, some tar
(black, viscous and gooey), moderate MGP
odor. Wood fibers and slag.
2' to 3', medium stiff, clayey SILT. No MGP
impact.
Loose, fine to coarse SAND some fine gravel.
No MGP impact.
Loose, fine to coarse SAND, little fine gravel
(well graded). No MGP impact.
End of boring: 9' bgs
DESCRIPTION
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/19/07
12/19/07
9'
Hand Auger/Geoprobe
DGP-59
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 189.0 Dry
1 Stained
2 Lt. Brown GW Dry
3
4
5
S-2 Macro 37" Lt. Brown GP 0.0 Dry
6 core / Orange
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
11175065
DGP-60
Coarse gravel at ground surface.
0' to 1.5', MGP impacted material. Stained sand
and gravel with coating, ALM and wood fibers.
Moderate MGP odor.
0' to 5', Loose, fine to coarse SAND with some
fine to coarse gravel, well graded. No MGP
impact.
Loose to medium dense, fine to very coarse
SAND, some poorly graded fine gravel. No MGP
impact.
End of boring: 9' bgs
0' to 5' excavated by hand tools. Fill and GW 0' to 5', used in CS-E-1 and group
3 sample.
DESCRIPTION
J. Harshman
K. Connare
MATERIAL REMARKS
12/17/07
M. Meade
Fenley & Nicol Hand Auger/Geoprobe
9'
12/17/07
DGP-60
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab 34 Wet
1 Fill
2
3
4
5
S-2 Macro 30" 5' to 6' ML 0.0
6 core Black
6' to 7' 0.0
7 Brown
7' to 9' GP 0.0 Dry
8 Orange
/ Brown
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-5' interval excavated by hand tools. GP 0' to 5' used in CS-E-3 and GS-E-6
samples, 5' to 9' used in CS-E-4 sample.11175065
DGP-61
Coarse gravel at ground surface.
MGP impacted matrial. Black Stained and
coated sand and gravel, ALM, wet (perched
water), little black stained clayey silt at 2.5' to 3'.
Moderate MGP odor.
5' to 6', Black (stained ?) clayey SILT. Very faint
MGP odor.
6' to 7' Soft to medium stiff, clayey SILT. No
MGP impact.
Loose, fine to coarse SAND, some fine to coarse
gravel. No MGP impact.
End of boring: 9' bgs
DESCRIPTION
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/18/07
12/18/07
9'
Hand Auger/Geoprobe
DGP-61
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 50 Wet
1 Stained
2
3
Dk. Brown ML
4 Black Stain
S-2 Macro 25" 4'-6' 0.0 Dry
5 core Dk. Brown
6
6' to l8' 0.0 Dry
7 Orange
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-5
sample, group 3 sample taken. 4' to 8' used in CS-E-6 sample.11175065
DGP-62
Coarse gravel at ground surface.
0' to 3', MGP impacted material. Black stained
and coated SAND and GRAVEL, ALM, wet
(perched water), sheen. Moderate MGP odor.
3'to 4', Clayey silt. Moderate MGP odor.
4' to 6', soft to medium stiff, clayey SILT. No
MGP impact.
6' to 8', soft , clayey SILT. No MGP impact.
End of boring: 8' bgs
DESCRIPTION
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/19/07
12/19/07
8'
Hand Auger/Geoprobe
DGP-62
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 0.0 Dry
1 Stained
2
Brown ML 0.0 Dry
3
Lt. Brown GW 0.0 Dry
4 / Tan
5
S-2 Macro 44" Tan GP 0.0 Dry
6 core / Brown
/ Orange
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-5' interval excavated by hand tools. Fill 0' to 2', ML 2' to 3' and GW 3' to 5'
used in CS-E-5 sample. Jar test equaled sheen 0' to 5'. GP 5' to 9' used in CS-
E-6.
11175065
DGP-63
Coarse gravel at ground surface.
0' to 2', MGP impacted material. Black stained
sand and gravel, ALM. Faint MGP odor.
Soft- medium stiff clayey SILT. No MGP impact.
Fine to coarse SAND, little fine to coarse gravel.
No MGP impact.
Loose to medium dense, fine to coarse SAND,
little very coarse sand, some poorly gradedfine
to coarse gravel. No MGP impact.
End of boring: 9' bgs
DESCRIPTION
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/19/07
12/19/07
9'
Hand Auger/Geoprobe
DGP-63
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 1.9 Wet
1 Stained
2
3
S-2 Macro 38" Black Fill 25.7 Wet
4 core Stained
5
Dk. Brown ML 16.0
6 Brown 2.0
Lt. Brown GW 0.0 Moist
7 Orange to Dry
S-3 Macro 39" Lt. Brown GP 0.0 Dry
8 core / Orange
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-5' interval excavated by hand tools. Fill 0' to 2' used in CS-E-1 Group to
sample. Jar test equaled sheen 0' to 5'.11175065
DGP-64
MGP impacted material present, black stained
sand and gravel, ALM, clinker, wet (perched
water), black stained and coated. Moderate MGP
odor, sheen.
Hand tool refusal at 2' bgs, (rocks ?).
3' to 5', MGP impacted material. Sand and
gravel, black stained and coated, ALM.
Moderate MGP odor, sheen.
Black, peat? or clayey SILT. Slight MGP impact
Soft to medium stiff clayey SILT
Loose, fine to coarse SAND, little fine to coarse
gravel.
Loose to medium dense, fine to coarse SAND,
trace very coarse sand, some fine to coarse
gravel (poorly graded). No MGP impact.
DESCRIPTION
Coarse gravel at ground surface.
End of boring: 11' bgs
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/17/07
12/17/07
11'
Hand Auger/Geoprobe
DGP-64
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 3' Fill 0.0 Dry
1 Black
Stained
2
3
3' to 5' ML 0.0 Dry
4 Brown
5
S-2 Macro 40" 5' to 5.5" 0.0 Dry
6 core Brown SP 0.0 Dry
5.5' to 9'
7 Lt. Brown
/ Orange
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-3 and
GS-E-8, 5' to 9' used in CS-E-4 sample.11175065
DGP-65
DESCRIPTION
0' to 3', MGP impacted material. Black stained
SAND and GRAVEL, ALM, cinder, coal, faint
MGP odor.
3' to 5', Soft to medium stiff, clayey SILT. No
MGP impact.
5' to 5.5' soft to medium stiff, clayey SILT.
Fenley & Nicol
12/18/07
12/18/07
Hand Auger/Geoprobe
DGP-65
KeySpan Hempstead MGP Area E
KeySpan 11175065
5.5' to 9', Loose, fine to coarse SAND, some fine
to coarse gravel. No MGP impact.
End of boring: 9' bgs
Coarse GRAVEL at ground surface.
9'
K. Connare
M. Meade
J. Harshman
MATERIAL REMARKS
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 3' Fill Dry
1 Black
Stained
2
3
3' to 5' GW Dry
4 Lt. Brown
5
S-2 Macro 38" 5' to 8" GW Moist
6 core Brown to Dry
/ Tan
7
8 8' to 9' Dry
Brown
9 / Orange
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-66
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/17/07
12/17/07
9'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
DESCRIPTION
0' to 3', MGP impacted material. Black stained
sand and gravel, ALM, clinker. Faint MGP odor.
No perched water.
3' to 5', Fine to coarse SAND, some fine to
coarse gravel. No MGP impact.
Coarse GRAVEL at ground surface.
End of boring: 9' bgs
5' to 8', Loose, fine to very coarse SAND, some
fine to coarse gravel. No MGP impact.
8' to 9', Fine to very coarse SAND, little fine
gravel. No MGP impact.
0-5' interval excavated by hand tools. Fill and GW 0' to 5' used in group 3
sample CS-E-3,GW 5' to 9' used in CS-E-4 sample.11175065
DGP-66
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 3' Fill Wet
1 Black
Stained
2
3
3' to 5' ML Moist
4 Brown to Dry
5
S-2 Macro 32" 5' to 7" Moist
6 core Brown to Dry
7
7' to 9' SP Dry
8 Lt. Brown
/ Orange
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-67
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/17/07
12/17/07
9'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
DESCRIPTION
0' to 3', MGP impacted material. Black stained
and coated SAND and GRAVEL, ALM, clinker,
(perched water), sheen on water in borehole.
Moderate MGP odor.
3' to 5', Soft to medium stiff, clayey SILT. Not
visibly impacted.
Coarse GRAVEL at ground surface.
End of boring: 9' bgs
5' to 7', Soft to medium stiff, clayey SILT. No
MGP impact visible
7' to 9', Loose, fine to coarse SAND, little very
coarse sand, little fine gravel. No MGP impact.
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-3 and
GS-E-3 samples, 5' to 9' used in CS-E-4 sample.11175065
DGP-67
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 1' SP Dry
1 Dk. Brown
1' to 5' Fill 32.8 Wet
2 Black
Stained
3
4
5
S-2 Macro 23" 6' to 7'" Fill 900 Wet
6 core Black
7
7' to 8' Pt 800
8 Black
8' to 9' ML 235
9 Brown
S-3 Macro 32" Black GW 490
10 core Stained
11
12
13
S-4 Macro 44" Brown GW 280
14 core / Orange
15
16
17
S-5 Macro 32" Brown GW 10 Dry
18 core / Orange
19
20
21
Comments: PROJECT NO.
BORING NO.
DGP-68
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/17/07
12/18/07
21'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
12' to 13', Loose, fine to coarse SAND and fine
gravel, possible gasoline odor.
DESCRIPTION
Coarse GRAVEL at ground surface.
0' to 1', Loamy topsoil, some organic matter.
1' to 5', MGP impacted material. Black stianed
and coated sand and gravel, ALM, clinker, metal
scrap, (perched water present), sheen on water.
Moderate MGP odor.
6' to 7', Heavily impacted MGP material. Liquid
(not DNAPL, possilbly perched water), sheens,
black, coated SAND and GRAVEL, possibly trace
DNAPL. Strong MGP odor.
7' to 8', Peat with little organic matter.
8' to 9', Soft to medium stiff, clayey SAND and
gravel. Strong MGP odor.
Loose, MGP impacted sand and gravel. Black
stained and coated intervals of fine to coarse
SAND, fine to coarse gravel. Strong MGP odor.
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-3 and GS-
E-8, 5' to 9' used in CS-E-4 sample.11175065
DGP-68
Loose, fine to coarse SAND, some fine to coarse
gravel. Gasoline type odor.
Loose to medium dense, fine to coarse SAND, fine
to coarse gravel. Faint gasoline type odor.
End of boring: 21' bgs
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
Black Fill Dry
1
2
3
Lt. Brown GW Dry
4
5
S-2 Macro 24" GP Dry
6 core
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Comments: PROJECT NO.
BORING NO.
11175065
DGP-69
End of boring: 21' bgs
DESCRIPTION
Coarse GRAVEL at ground surface.
0 - 3': MGP impacted cinder-like material, black
stained SAND and GRAVEL, ALM, faint MGP
odor, no perched water.
0-5' interval excavated by hand tools. Collected samples CS-E-3, CS-E-4, and GS-
E-5.
End of boring at 9'
Fine to coarse SAND, some fine to coarse gravel.
No MGP impacts.
Loose to dense fine to coarse SAND, some poorly
sorted gravel. No MGP impacts.
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/18/07
9'
12/17/07
DGP-69
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 3' Fill 35.0 Wet
1 Black
Stained
2
3
Black St, ML Wet
4 Brown
S-2 Macro 32" Lt. Brown GP 2.0 Dry
5 Core / Brown
/ Tan
6
7
8
S-3 Marco 38" Dk. Brown SP 4.0
9 core
10 Orange GW Dry
/ Lt. Brown
11
12
S-4 Macro 21" Lt. Brown SP 0.0 Dry
13 core Tan
14
15
16
S-5 Macro 26" Brown to SP/GW 1.6 Dry
17 core Lt. Brown
/ Tan
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP- 70 1 of 2
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/20/07
24'
Hand Auger/Geoprobe
12/20/07
M. Meade
Medium dense, fine to coarse SAND, trace very
coarse sand, trace fine gravel. No visible impact.
Coarse GRAVEL at ground surface.
J. Harshman
MATERIAL REMARKS
DESCRIPTION
K. Connare
11175065
DGP- 70 1 of 2
0' to 3', MGP impacted material. Black stained
and coated SAND and GRAVEL, ALM, (perched
water), sheen. MGP odor.
Black stained (MGP impact) clayey SILT.
Clayey SILT. No visible impact.
Loose, fine to medium to coarse to very coarse
SAND, poorly graded fine to coarse gravel. No
visible impact.
8' to 9', Fine SAND, trace fine gravel. 3" interval
of dark brown gooey fine sand with very faint
MGP odor (like putty, viscous, not tar)
9' to 12', Loose, fine to coarse SAND, little fine to
coarse gravel (well graded). No visible impact.
Loose, fine to coarse SAND, trace fine gravel. No
visible impact.
0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7 and GS-
E-14 samples, SP and GW 8' to 12' used in CS-E-16 sample.
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
20 S-6 Macro 24" Orange SW 0.0 Dry
core / Yellowish
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Comments: PROJECT NO.
BORING NO.
DGP-70 2 of 2
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/202007
24'
Hand Auger/Geoprobe
12/20/07
M. Meade
J. Harshman
MATERIAL REMARKS
DESCRIPTION
K. Connare
11175065
DGP-70 2 of 2
Loose, fine to coarse SAND, trace fine gravel.
No visible impact.
End of boring: 24' bgs
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab Black Fill 80.0 Wet
Stained
1
2
3
Black ML
4 Stained
S-2 Macro 16" ML 288 Moist
5 core
6
Brown ML 34.0
7
8
S-3 Macro 28" Brown ML 430.0
9 core
Macro 9' to 12' GP 433.0 Dry
10 core Lt. Brown
11
12
S-4 Macro 46" Brown 379.0 Dry
13 core / Tan down
to
14
235.0
15
16
S-5 Macro 32" Brown GW/SW 417.0 Dry
17 core
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-71 1 of 2
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/19/07
24'
Hand Auger/Geoprobe
12/19/07
M. Meade
8' to 9", Slightly stained black, clayey SILT.
Slight to moderate MGP odor.
J. Harshman
MATERIAL REMARKS
DESCRIPTION
K. Connare
11175065
DGP-71 1 of 2
0' to 3', MGP impacted material. Black stained
and coated SAND and GRAVEL, ash-like
material, (perched water), sheen. Moderate MGP
odor
0' to 4', MGP impacted clayey SILT.
4' to 6', MGP impacted clayey SILT. Stained
black. Moderate MGP odor.
6' to 8', Soft to medium stiff, clayey SILT. Faint
MGP odor.
9' to 12', Loose, slightly stained, fine to coarse
SAND, little fine to coarse gravel. Gasoline-type
odor.
Loose, with little staining. Fine to coarse SAND,
some poorly graded fine gravel. Gasoline-type
odor, coated.
Loose, slightly stained. Fine to medium SAND,
trace to little coarse sand, trace to little fine
gravel. Moderate to strong gasoline-type
(degraded) odor.
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7
sample.
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
20 S-6 Macro 20" Brown GW 173.0 Dry
core / Orange
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Comments: PROJECT NO.
BORING NO.
DGP-71 2 of 2
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/19/07
24'
Hand Auger/Geoprobe
12/19/07
M. Meade
J. Harshman
MATERIAL REMARKS
DESCRIPTION
K. Connare
11175065
DGP-71 2 of 2
End of boring: 24' bgs
Loose to medium dense. Impacted with some
staining. Fine to medium to coarse SAND, some
fine gravel. Moderate gasoline (degraded) odor.
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab Black Fill 0.0 Dry
Stained
1
2
Brown ML
3
Brown
4
5
S-2 Macro 28" Dk. Brown GW 0.0 Dry
6 core to Lt.
Brown
7 / Tan
/ Orange
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-72
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/20/07
12/20/07
9'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
DESCRIPTION
3' to 5', Clayey SILT. No visible impact.
0' to 2', MGP impacted material. Black stained
SAND and GRAVEL, coal, slag, ALM.
2' to 3', slightly stained clayey SILT. Very faint
MGP odor.
End of boring: 9' bgs
Fine to coarse SAND, little to some fine to
coarse gravel, well graded. No visible impact.
0-5' interval excavated by hand tools. 11175065
DGP-72
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 3' Fill 6.0 Wet
1 Black
Stained
2
3
3' to 5' ML Moist
4 Black to Wet
S-2 Macro 32" Brown 20 Moist
5 core
SP 30.0 Moist
6 to dry
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-73
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/20/07
12/20/07
8'
Hand Auger/Geoprobe
4' to 5', Brown, slightly stained clayey SILT. Very
faint MGP odor.
M. Meade
J. Harshman
MATERIAL REMARKS
DESCRIPTION
0' to 3', MGP impacted material. Black stained
and some coating of sand and gravel, ALM,
(perched water), sheen. Faint MGP odor.
Coarse GRAVEL at ground surface.
3' to 4', Black stained clayey SILT, MGP
impacted. Faint odor.
K. Connare
5' to 8', Loose, fine to medium to coarse SAND,
poorly graded fine gravel, trace coarse gravel.
Oily, gasoline (degraded) odor and impact.
End of boring: 8' bgs
0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7. 11175065
DGP-73
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab Black Fill 0.0
Stained
1
2
Black ML Moist
3 Stained
4
S-2 Macro 38" Black ML 0.0
5 core Stained
5' to 8' GW 0.0 Dry
6 Brown
7
8
S-3 Macro 8' to 9' GW 33.0
9 core Brown
9' to 9.5'
10 Black
9.5' to 12'
11 Brown
12
S-4 Macro Brown GW
13 core / Tan
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-74
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/19/07
12/19/07
16'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
DESCRIPTION
0' to 2', MGP impacted material. Black stained
SAND and GRAVEL, coal, ALM. Faint MGP
odor.
2' to 4', Black stained and coated clayey SILT.
Very faint MGP odor.
4' to 5', Black stained and coated SILT. Faint
MGP odor.
75.0
5' to 8', Loose, fine to coarse SAND, little fine
gravel.
8' to 9', Fine to coarse, little fine gravel.
9' to 9.5', Black, gooey/tarry, MGP impacted, tar,
viscous.
9' to 12', Loose, fine to coarse SAND, little fine
gravel. Gasoline odor.
Gasoline impacted. Fine to coarse SAND, little
fine gravel. Gasoline odor.
0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-5
sample.11175065
DGP-74
End of boring: 16' bgs
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 4.9 Moist
1 Stained to Dry
2
3
Brown ML Dry
4
5
S-2 Macro 38" Tan / GW 0.0 Dry
6 core Orange
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
11175065
DGP-90
Coarse gravel at ground surface.
0' to 3', MGP impacted material. Stained sand
and gravel, ALM, coal, cinder-like material. Faint
MGP odor.
3' to 5', Soft to medium stiff, clayey SILT. No
MGP impact.
Loose to medium dense, fine to coarse SAND,
trace to little very coarse SAND, littleto some
fine to coarse gravel (well graded). No MGP
impact.
End of boring: 9' bgs
0' to 5' excavated by hand tools. Fill and ML 0' to 5' used in GS-E-7 sample. Jar
test equaled sheen for 0' to 5'.
DESCRIPTION
J. Harshman
K. Connare
MATERIAL REMARKS
12/18/07
M. Meade
Fenley & Nicol Hand Auger/Geoprobe
9'
12/18/07
DGP-90
KeySpan Hempstead MGP Area E
KeySpan 11175065
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
Black Fill 2.0 Wet
1 Stained
2
3
4
5
S-2 Macro Brown ML 0.0 Moist
6 core Dry
5.5' to 9' GP Dry
7 Lt. Brown
to Orange
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-91
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/17/07
12/17/07
9'
Hand Auger/Geoprobe
DESCRIPTION
Coarse GRAVEL at ground surface.
Loose, black stained MGP impacted material,
ALM with some wood. Slight black coating on
fine to medium sand and fine to coarse gravel.
(perched water in borehole at 1' to 5' bgs),
sheen. Moderate MGP odor.
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
End of boring: 9' bgs
5' to 5.5', Soft to medium stiff, clayey SILT. No
MGP impact visible.
5.5' to 9', Fine to very coarse SAND, some fine
to coarse grave. No visible MGP impact.
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-1 and
GS-E-1 samples.11175065
DGP-91
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0 S-1 Grab
0' to 3' Fill 2.0 Wet
1 Black
Stained
2
3
3' to 5' ML 8.0 Moist
4 Brown Dry
5
S-2 Macro 24" 5' to 7' Moist
6 core Brown to Dry
7
7' to 9' SP Dry
8 Lt. Brown
/ Orange
9 / Tan
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-92
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/17/07
12/17/07
9'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
DESCRIPTION
0' to 3', MGP impacted material. Black stained
and coated SAND and GRAVEL, ALM, (perched
water), sheen. MGP odor.
3' to 5', Soft to medium stiff, clayey SILT. No
MGP impact.
Coarse GRAVEL at ground surface.
End of boring: 9' bgs
Soft to medium stiff, clayey SILT. No visible
MGP impact.
Fine to very coarse SAND, some fine to coarse
well graded gravel. No MGP impact.
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-1 and
GS-E-4 samples.11175065
DGP-92
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 38.0 Moist
1 Stained
2
3
ML
4 Black Stain
Dk. Brown
5
Lt Brown SP 6 Dry
6 / Tan
S-2 Macro
7 core
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
DGP-93
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/20/07
12/20/07
8'
Hand Auger/Geoprobe
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
DESCRIPTION
Coarse gravel at ground surface.
0' to 3', MGP impacted material. Black stained
and coated SAND and GRAVEL, ALM, (perched
water), sheen. Moderate MGP odor.
3'to 4', MGP impacted black stained clayey SILT.
End of boring: 8' bgs
4' to 5', Clayey SILT. No visible MGP impact.
Medium dense, fine to coarse SAND, little to
some fine to coarse gravel (poorly graded). Very
faint gasoline type odor.
0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7 and
GS-A-15 sample.11175065
DGP-93
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 125.0
1 Stained
2
3
Black ML
4 Stained
Brown Dry
5
S-2 Macro Brown ML 82 Dry
6 core
Black GW 422.0 Moist
7 Stained to Dry
8
Brown 300.0 Dry
9 Lt. Brown
S-3 Macro 40" Brown GW 177.0 Dry
10 core
11 Brown 87.0
12
Tan to 14.0
13 Orange
S-4 Macro Lt. Brown GW 158.0 Dry
14 core / Tan
Black
15 Stained
Lt. Brown GW 15.0 Dry
16 / Tan
/ Orange
17
18
19
20
Comments: PROJECT NO.
BORING NO.
13' to 15', Medium dense, fine to coarse SAND,
some fine to coarse gravel, black staining at 15'.
Gasoline type odor.
15' to 17', Medium dense, fine to coarse SAND,
fine gravel. Very faint gasoline odor, dry.
DGP-94
KeySpan Hempstead MGP Area E
KeySpan 11175065
Fenley & Nicol
12/19/07
12/19/07
M. Meade
J. Harshman
MATERIAL REMARKS
DESCRIPTION
11' to 13', Loose, fine to coarse SAND, little fine
gravel. Faint gasoline odor.
9' to 10', Little black staining and gasoline type
odor. Fine to coarse SAND, little fine gravel.
4' to 5', Clayey SILT
5' to 6', Lightly stained black. Soft clayey SILT.
Faint MGP odor.
6' to 8', Black stained (not MGP impacted). Fine
to coarse SAND, little fine to coarse gravel.
Gasoline impact and strong odor.
8' to 9', Loose, fine to coarse SAND, little fine to
coarse gravel. Gasoline odor
10' to11' Fine to coarse SAND, with some fine
gravel. Black stained and coated interval at 10.5'
to 11' (MGP impact?), MGP odor.
19'
Hand Auger/Geoprobe
K. Connare
0-5' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7
sample.11175065
DGP-94
End of Boring: 19' bgs
Coarse gravel at ground surface.
0' to 3', MGP impacted material. Black stained
sand and gravel, ALM, lens of tarry material at 1'
to 5' no perched water. Faint to moderate MGP
odor.
3'to 4', Black stained (MGP-impacted). Clayey
SILT.
URS Corporation TEST BORING LOG
BORING NO:
PROJECT: LOCATION:
CLIENT: JOB NO.:
BORING CONTRACTOR: DRILLING METHOD:
GROUNDWATER: CAS. SAMPLER CORE TUBE TOTAL DEPTH:
DATE TIME LEVEL TYPE TYPE Macrocore DATE STARTED:
DIA. DATE FINISHED:
WT. DRILLER:
FALL GEOLOGIST:
* POCKET PENETROMETER READING REVIEWED BY:
SAMPLE DESCRIPTION
DEPTH BLOWS REC CONSIST
FEET STRATA NO. TYPE PER 6" RQD% COLOR HARD USCS PID Moist
0
S-1 Grab Black Fill 10.0 Wet
1 Stained
2
3
Grab Black Stain ML
4 Brown
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Comments: PROJECT NO.
BORING NO.
0-4' interval excavated by hand tools. Fill and ML 0' to 5' used in CS-E-7
sample.11175065
DGP-95
3.5' to 4', Clayey Silt. No visible impact.
End of boring: 4' bgs
DESCRIPTION
Coarse gravel at ground surface.
0' to 3', MGP impacted material. Black stained
and coated sand and gravel, ALM, (perched
water), sheen. Moderate MGP odor.
3' to 3.5', MGP impacted clayey SILT.
M. Meade
J. Harshman
MATERIAL REMARKS
K. Connare
Fenley & Nicol
12/20/07
12/21/07
Hand Auger/Geoprobe
4'
DGP-95
KeySpan Hempstead MGP Area E
KeySpan 11175065