2011 and 2012 field forms · 2015. 1. 23. · ai2-1 at 1520 p project name project number h (feet)...
TRANSCRIPT
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Watermark
APPENDIX C 2011 and 2012 Field Forms
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Watermark
APPENDIX C
2011 Low-flow Groundwater Sampling Forms
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Watermark
Groundwater Gauging Forms
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Watermark
Monitoring Well Development Forms
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Watermark
Low-Flow Groundwater Sampling Forms
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Watermark
Soil Boring Logs
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/13/2011
Boring Co. Watermark Environmental Boring Location North of east end of Bayside StreetDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH Type(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Sandy SILT: 60% fines (with little clay). 40% poorly graded fine sand (trace medium to coarse sand). Trace fine gravel. Dark brown. Dry. Pieces of
wood observed.
Sandy SILT: 65% fines (with little clay). 35% well graded fine-coarse sand. Trace fine gravel. Reddish-brown. Dry.
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
BLOWS PER 6 INCHES
Time
Groundwater LevelsDate
ML
USCS Symbol
ML
PEN/REC(inches)
PEN/REC(inches)
PID/
N/A
N/A
5/13/2011
0.0
0.0
AI2-101
SAMPLE INFORMATION
& No.
AI2-101
SAMPLE INFORMATION
S-1
N/A
FID
PROJECT INFORMATION
P
Project Name
Project Number
H(feet)
N/A
DE
T
Sample at 0825
S-2S-2 Sample at 0829
REMARKS (e.g., Well Info)
Log A12-101 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/13/2011
Boring Co. Watermark Environmental Boring Location Northeast of Bldg. 624 (against the fence)Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 0752
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
Sample at 0805
AI2-102
SAMPLE INFORMATION
& No.Type
D
S-1
E
T
S-2
5/13/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
Groundwater LevelsDate
ML
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND: 70% well-graded fine-coarse sand. 30% fines. Trace fine gravel. Brown. Dry. Pieces of coal and wood present.
Sandy SILT: 55% fines (with little clay). 45% fine-medium sand. Trace fine gravel. Reddish-brown. Dry. Pieces of coal and wood present.
Notes:
Log A12-102 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/13/2011
Boring Co. Watermark Environmental Boring Location Northeast of Bayside StreetDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 0845
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
S-2 Sample at 0855Sandy SILT: 70% fines (with little clay). 30% poorly graded fine sand (trace
medium to coarse sand). Brown. Dry.
AI2-103
SAMPLE INFORMATION
& No.Type
5/13/2011
N/A
D
S-1
E
T
0.0
0.0
N/A
N/A
FID
Sandy SILT: 70% fines (with little clay). 30% poorly graded fine sand (trace medium to coarse sand). Brown. Dry. Pieces of wood observed.
PID/
REMARKS (e.g., Well Info)
ML
PEN/REC(inches)
USCS Symbol
ML
Groundwater LevelsDate
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Notes:
Log A12-103 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/13/2011
Boring Co. Watermark Environmental Boring Location North of Bldg 624Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 0730
P
Project Number
H(feet)
N/A
DE
T
BLOWS PER 6 INCHES
PROJECT INFORMATION
Project Name
S-2 Sample at 0735
AI2-104
SAMPLE INFORMATION
& No.Type
S-1
USCS Symbol
(inches)
5/13/2011
0.0
0.0N/A
PEN/REC
N/A
N/A
FIDPID/
ML
Date
ML
REMARKS (e.g., Well Info)
Time Depth
Groundwater Levels
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Sandy SILT: 60% fines. 40% poorly graded fine sand (with little medium to coarse sand). Trace fine gravel. Brown. Dry. Pieces of coal present.
Sandy SILT: 65% fines (with little clay). 35% poorly graded fine sand (with little medium to coarse sand). Trace fine gravel. Brown/reddish-brown.
Dry. Pieces of coal and wood present.
Notes:
Log A12-104 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/13/2011
Boring Co. Watermark Environmental Boring Location West of Bayside StreetDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 0945
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
Sample at 0950
AI2-105
SAMPLE INFORMATION
& No.Type
D
S-1
E
T
S-2
5/13/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
ML
REMARKS (e.g., Well Info)
Groundwater LevelsDate
ML
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Sandy SILT: 80% fines (with little clay). 20% poorly graded fine sand. Brown. Dry. Pieces of coal present.
Sandy SILT: 75% fines (with some clay). 25% well graded fine to medium sand. Trace fine sub-rounded gravel. Pieces of coal present.
Notes:
Log A12-105 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/13/2011
Boring Co. Watermark Environmental Boring Location west of former Bldg. 624Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
Groundwater LevelsDate
ML
Sample at 0915Sandy SILT: 65% fines. 35% poorly graded fine sand (trace medium to
coarse sand). Brown. Dry. Pieces of coal present.
Sandy SILT: 55% fines. 40% well graded fine to coarse sand. 5% fine sub-angular gravel. Reddish-brown. Dry. Pieces of coal and metal present.
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
PEN/REC(inches)
USCS Symbol
MLN/A
N/A
FID
N/A
PID/
5/13/2011
0.0
0.0
D
S-1
E
TP
H
AI2-106
SAMPLE INFORMATION
& No.Type
S-2 Sample at 0920
Project Name
Project Number
(feet)
N/A
PROJECT INFORMATION
Log A12-106 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location northwest of former Bldg. 624Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Dark brown silty SAND. Trace coarse sand and fine gravel. Wood and plastic fragments present.
Dark brown silty SAND as above containing wood and plastic fragments. Change at 20" bgs to yellow silty SAND with little clay.
BLOWS PER 6 INCHES
Time
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
PEN/REC(inches)
USCS Symbol
SMN/A
N/A
FIDPID/
5/11/2011
0.0
0.0N/A
D
S-1
E
T
S-2
AI2-107
SAMPLE INFORMATION
& No.Type
Sample at 1034
PROJECT INFORMATION
Sample at 1000
P
Project Name
Project Number
H(feet)
N/A
Log A12-107 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED
Boring Co. Watermark Environmental Boring Location West of Bldg 624, east of Bayside StreetDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 1515 Collected DUP-AI2-1 at 1520
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
Sample at 1535 Collected DUP-AI2-2 at 1530
& No.Type
S-2
D
S-1
E
T
SAMPLE INFORMATION
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
Groundwater LevelsDate
ML
BLOWS PER 6 INCHES
Time
5/12/2011
AI2-108
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
5/12/2011
Silty SAND: 80% poorly graded fine sand (with some medium to coarse sand). 20% fines. Trace fine sub-angular gravel. Brown. Dry. Coal, slag,
metal, ceramic, wood pices identified.
Sandy SILT: 60% fines (with little clay). 35% well graded fine to coarse sand. 5% fine sub-angular gravel. Brown. Dry. Coal, brick, glass pieces
present.
Notes:
Log A12-108 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location west-southwest of former Bldg. 624Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Fine to coarse GRAVEL, angular. Possible former sub-base.
Asphalt layer from 6-18". Below that, light brown silty SAND, trace clay. Majority of sample collected below 18".
BLOWS PER 6 INCHES
Time
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
PEN/REC(inches)
USCS Symbol
GPN/A
N/A
FIDPID/
5/11/2011
0.0
0.0N/A
D
S-1
E
T
S-2
AI2-109
SAMPLE INFORMATION
& No.Type
Sample at 0920
PROJECT INFORMATION
Sample at 0851
P
Project Name
Project Number
H(feet)
N/A
Log A12-109 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED
Boring Co. Watermark Environmental Boring Location East of Bldg 264Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 1550 with MS/MSD
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION AI2-110
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
T
5/12/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
ML
REMARKS (e.g., Well Info)
Sample at 1555
Groundwater LevelsDate
ML
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Sandy SILT: 65% fines (some clay). 35% poorly graded fine sand (with little medium to coarse sand). Trace fine gravel. Brown. Dry. Pieces of
coal and glass present.
Sandy SILT: 75% fines (some clay). 25% poorly graded fine sand (with little medium to coarse sand). Reddish-brown. Dry. Small coal pieces.
5/12/2011
Notes:
Log A12-110 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location southwest of former Bldg. 624Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Dark brown silty SAND. Well graded, sub-rounded. Trace to little coarse sand and fine gravel.
Dark brown silty SAND as above. Coal and brick fragments at 10" bgs.
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
PEN/REC(inches)
USCS Symbol
SMN/A
N/A
FIDPID/
5/11/2011
0.0
0.0N/A
Sample at 0826S-1
AI2-111
SAMPLE INFORMATION
& No.Type
S-2 Sample at 0907
PROJECT INFORMATION
P
Project Name
Project Number
H(feet)
N/A
DE
T
Log A12-111 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location south corner of former Bldg. 624Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Dark brown silty SAND. Trace coarse sand.
Light brown clayey SAND (20-30% clay). Trace fine to coarse gravel.
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
Groundwater LevelsDate
SC Sample at 0940
Sample at 0925
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
(inches)
USCS Symbol
SM
PID/PEN/REC
N/A N/A
E
TP
5/11/2011
0.0
0.0
AI2-112
SAMPLE INFORMATION
& No.Type
S-2
PROJECT INFORMATION
Project Name
Project Number
H(feet)
N/A
D
S-1 N/A
FID
Log A12-112 Last Update: 10/10/2007
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BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location East of Bldg 614Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry.
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Approximately 20% clay beginning at 18" bgs.
BLOWS PER 6 INCHES
Time
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
PEN/REC(inches)
N/A
N/A
FIDPID/
0.1
0.1N/A
D
S-1
E
T
AI3-101
SAMPLE INFORMATION
& No.Type
5/10/2011
USCS Symbol
SM
S-2 Sample at 1025
PROJECT INFORMATION
Sample at 1005
P
Project Name
Project Number
H(feet)
N/A
Log AI3-101 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location Northeast of Bldg. 612Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Approximately 15% clay beginning at 18" bgs.
BLOWS PER 6 INCHES
Time
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
PEN/REC(inches)
USCS Symbol
SMN/A
N/A
FIDPID/
5/10/2011
0.0
0.0N/A
D
S-1
E
T
AI3-102
SAMPLE INFORMATION
& No.Type
S-2 Sample at 1115
PROJECT INFORMATION
Sample at 1105
P
Project Name
Project Number
H(feet)
N/A
Log AI3-102 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location West of Bldg. 612Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 1525
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
Sample at 1545
AI3-103
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
T
0.1
0.0N/A N/A
FIDPID/
5/10/2011
PEN/REC(inches)
USCS Symbol
SMN/A
SM
REMARKS (e.g., Well Info)
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
BLOWS PER 6 INCHES
Time Depth
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Approximately 15% clay beginning at 18" bgs.
Notes:
Log AI3-103 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location East of Bldg. 611 and Bldg. 612Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Time Depth
BLOWS PER 6 INCHES
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Brick fragment at 12". Approximately 10% clay beginning at 18" bgs.
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
PEN/REC(inches)
USCS Symbol
FIDPID/
N/A
N/A
N/A
SM
D
S-1
E
T
AI3-104
SAMPLE INFORMATION
& No.Type
5/10/2011
0.0
0.1S-2 Sample at 1200
PROJECT INFORMATION
Sample at 1130
P
Project Name
Project Number
H(feet)
N/A
Log AI3-104 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location Beneath deck east of Bldg. 611Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
(inches)
USCS Symbol
SMSilty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description
begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Glass bottle fragments at 12". Approximately 10% clay beginning at 18" bgs.
PEN/REC
N/A
N/A
FIDPID/
0.0
0.2N/A
D
S-1
E
T
AI3-105
SAMPLE INFORMATION
& No.Type
5/10/2011
S-2 Sample at 1255
PROJECT INFORMATION
Sample at 1235
P
Project Name
Project Number
H(feet)
N/A
Log AI3-105 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location West of Bldg. 611 (N of flag pole)Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2.0 6-24"
3.0 2-4'
4.0
1)2)3)4)
H(feet)
N/A
E
BLOWS PER 6 INCHES
PROJECT INFORMATION
Project Name
Project Number
Sample at 1340
Sample at 1345
AI3-106
SAMPLE INFORMATION
& No.Type
S-2
N/A
D
S-3
S-1
TP
5/11/2011
0.0
0.0
0.0
N/A
Sample at 1335N/A
PID/
48/26
FID
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
PEN/REC(inches)
USCS Symbol
SM
Date
SW-SM
SW-SM
REMARKS (e.g., Well Info)
Time Depth
Groundwater Levels
STRATUM / SAMPLE DESCRIPTION
Silty SAND. 70% fine-medium sand. 30% fines. Brown. Dry. Some vegetation and roots present. No odors. No stains.
Well graded SAND with Silt. 80% well-graded fine-coarse sand. 10% fines. 10% fine-coarse, sub-angular gravel. Pieces of brick and coal observed.
Well graded SAND with Silt. 80% well-graded fine-coarse sand. 10% fines. 10% fine-coarse, sub-angular gravel. Pieces of brick and coal observed.
Notes:
Log AI3-106 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location West of Bldg. 610 (W of flag pole)Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2.0 0-4'
3.0
4.0
1)2)3)4)
Sample at 1410
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
S-2 Sample at 1415
Sample at 1420
AI3-107
SAMPLE INFORMATION
& No.Type
D
S-1
E
T
5/11/2011
0.0
0.0
0.0
N/A
PEN/REC(inches)
USCS Symbol
N/A
48/33
FIDPID/
SM
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
SM
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND: 70% fine-medium sand. 30% fines. Brown. Dry. Some vegetation and roots present. No odors. No stains.
Well graded Silty SAND. 75% well-graded fine-medium sand. 20% fines. 5% fine, sub-angular gravel. Brown. Moist. No odors, no stains. Pieces of
brick and coal observed.
Silty SAND. 65% fine-medium sand. 35% fines (trace clay). Trace fine, sub-rounded gravel. Brown. Moist. No odors, no stains. Pieces of coal
observed.
Notes:
Log AI3-107 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location East of Bldg. 610Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Approximately 10% clay beginning at 18" bgs. Note: encountered rock at
12" bgs that required a 12" lateral offset from S-1 location.
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
BLOWS PER 6 INCHES
Time
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
N/A
N/A
FID
T
5/10/2011
0.0
0.0N/A
PID/PEN/REC
D
S-1
E
AI3-108
SAMPLE INFORMATION
& No.Type
(inches)
USCS Symbol
SM
S-2
Sample at 1320. Collected DUP
AI3-2
PROJECT INFORMATION
Sample at 1258. Collected DUP-
AI3-1
P
Project Name
Project Number
H(feet)
N/A
Log AI3-108 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location Top of slope east of Bldg. 610Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
Time Depth
BLOWS PER 6 INCHES
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Approximately 10% clay beginning at 18" bgs.
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
PEN/REC(inches)
USCS Symbol
FIDPID/
N/A
N/A
N/A
SM
D
S-1
E
T
AI3-109
SAMPLE INFORMATION
& No.Type
5/10/2011
0.0
0.1S-2 Sample at 1430
PROJECT INFORMATION
Sample at 1350
P
Project Name
Project Number
H(feet)
N/A
Log AI3-109 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location West of Bldg. 110Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2.0 6-24"
3.0 2-4'
4.0
1)2)3)4)
Sample at 1445
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
0.0
5/11/2011
0.0
0.0S-2 Sample at 1450
Sample at 1455N/A
D
S-3
S-1
E
T
SAMPLE INFORMATION
& No.Type
N/A
N/A
48/32
SM
FIDPID/PEN/REC
(inches)
USCS Symbol
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM
SM
BLOWS PER 6 INCHES
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Silty SAND: 65% fine-medium sand. 35% fines. Brown. Dry. Some vegetation and roots present. No odors. No stains.
Silty SAND. 65% fine-medium sand. 35% fines. Brown. Moist. No odors, no stains. Some roots. Pieces of brick observed.
Time Depth
AI3-110
Silty SAND. 70% fine-medium sand. 30% fines (trace clay). Trace fine gravel. Brown. Dry. No odors, no stains. Pieces of coal observed.
Notes:
Log AI3-110 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location Southwest of Bldg. 610Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
(inches)
USCS Symbol
SMSilty SAND. Trace coarse sand and fine gravel. Brown. Dry.
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry.
PEN/REC
N/A
N/A
FIDPID/
0.0
0.0N/A
D
S-1
E
T
AI3-111
SAMPLE INFORMATION
& No.Type
5/10/2011
S-2
Sample at 1640. Collected MS/MSD
PROJECT INFORMATION
Sample at 1630
P
Project Name
Project Number
H(feet)
N/A
Log AI3-111 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Watermark Environmental Boring Location Southeast of Bldg. 610Driller Larry Pannell Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
(inches)
USCS Symbol
SMSilty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description
begins below turf)
Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Approximately 5-10% clay beginning at 18".
PEN/REC
N/A
N/A
FIDPID/
0.0
0.0N/A
D
S-1
E
T
AI3-112
SAMPLE INFORMATION
& No.Type
5/10/2011
S-2 Sample at 1515
PROJECT INFORMATION
Sample at 1500
P
Project Name
Project Number
H(feet)
N/A
Log AI3-112 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/9/2011
Boring Co. Watermark Environmental Boring Location West of Bldg. 625Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
SM: Silty SAND with gravel. Approximately 60% well-graded fine-coarse sand. 25% fines. 15% well graded, sub-angular gravel. Brown. Dry.
SM: Silty SAND with gravel. Approximately 55% well-graded fine-coarse sand. 30% fines (trace clay). 15% well graded, sub-angular gravel. Brown to
reddish brown. Dry to slightly moist. Pieces of brick and coal observed.
BLOWS PER 6 INCHES
Time Depth
Groundwater LevelsDate
REMARKS (e.g., Well Info)
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and
plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
PEN/REC(inches)
USCS Symbol
SMN/A
SMN/A
FIDPID/
0.0
0.0N/A
D
S-1
E
T
AI4-101
SAMPLE INFORMATION
& No.Type
S-2 Sample at 1745
PROJECT INFORMATION
Sample at 1720
P
Project Name
Project Number
H(feet)
N/A
5/9/2011
Log AI4-101 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location Northeast corner of Bldg. 625Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION AI4-102
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
5/12/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM Sample at 1100
Sample at 1055
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
SM: Silty SAND. 75% well-graded fine-coarse sand. 20% fines (trace clay). 5% fine, sub-angular gravel. Brown. Dry. Pieces of brick and metal
present
SM: Silty SAND. 60% well-graded fine-coarse sand. 35% fines (little clay). 5% sub-angular fine gravel. Reddish brown. Dry to slightly moist. Pieces
of brick and metal observed. Possible ash.
Notes:
Log AI4-102 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location East of Bldg. 625Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
Sample at 1035
AI4-103
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
H PID/
5/12/2011
0.0
0.0
N/A
N/A
FID
N/A
PEN/REC(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
ML
Sample at 1030
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
SM: Silty SAND. 80% well-graded fine-coarse sand. 20% fines (trace clay). Trace fine gravel. Organic material present. Brown. Dry. Pieces of glass
present
ML: Sandy SILT: 65% fines with little to some clay. 35% poorly graded fine sand (trace medium-coarse sand). Trace fine gravel. Reddish brown.
Dry.
Notes:
Log AI4-103 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location South of Bldg. 625Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
Sample at 1215
AI4-104
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
H PID/
5/12/2011
0.0
0.0
N/A
N/A
FID
N/A
PEN/REC(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
ML
Sample at 1207
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
SM: Silty SAND. 75% well-graded fine-coarse sand. 25% fines. Trace fine gravel. Organic material present. Brown. Dry.
ML: Sandy SILT: 75% fines with little to some clay. 25% well graded fine-coarse sand. Trace fine gravel. Reddish brown. Dry.
Notes:
Log AI4-104 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location southeast of Bldg 625Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
SM: Silty SAND. Trace coarse sand and fine gravel. Dark brown. Dry.
SM: Silty SAND. Trace coarse sand and fine gravel. Brown. Dry.
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
PEN/REC(inches)
USCS Symbol
SMN/A
N/A
FIDPID/
T
5/11/2011
0.0
0.0N/A
Sample at 1046
D
S-1
S-2 Sample at 1055
PROJECT INFORMATION AI4-105
SAMPLE INFORMATION
P
Project Name
Project Number
H(feet)
N/A
& No.Type
E
Log AI4-105 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location east of Bldg. 625Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
Sample at 1130
AI4-106
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
H PID/
5/11/2011
0.0
0.0N/A
FID
N/A
N/A
PEN/REC(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
SM/SW
Sample at 1113SM: Silty SAND. Trace coarse sand and fine gravel. Brown. Dry.
SW-SM: Brown Silty SAND as above overlying and intermingled with angular crushed stone to 18" bgs. Clean fine-medium SAND beginning at
18" bgs (appears to represent a prepared bed for the crushed stone).
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
Notes:
Log AI4-106 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location East side of Bayside StreetDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION AI4-107
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
5/12/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
ML Sample at 1125
Sample at 1115
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
SM: Silty SAND. 75% well-graded fine-coarse sand. 25% fines (trace clay). Trace fine gravel. Pieces of brick present. Organic material present. Brown.
Dry.
ML: Sandy SILT: 70% fines (with little to some clay). 30% poorly graded fine sand (trace medium to coarse). Trace fine gravel. Reddish brown.
Dry.
Notes:
Log AI4-107 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location Ctr of field between Bldg 625 and AbbottDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
Sample at 1240
AI4-108
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
H PID/
5/12/2011
0.0
0.0
N/A
N/A
FID
N/A
PEN/REC(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
ML
Sample at 1231
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
SM: Silty SAND. 60% poorly graded fine sand (trace medium-coarse). 40% fines. Trace fine gravel. Brown. Dry.
ML: Sandy SILT: 65% fines (with some clay). 35% poorly graded fine sand (some medium to coarse). Trace fine gravel. Brown. Dry. Pieces of brick
present.
Notes:
Log AI4-108 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location North of Former Bldg. 609Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Sample at 0908
P
Project Name
Project Number
H(feet)
N/A
PROJECT INFORMATION
Sample at 0925
AI4-109
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
T
0.0
0.0N/A N/A
FIDPID/
5/12/2011
PEN/REC(inches)
USCS Symbol
SMN/A
ML
REMARKS (e.g., Well Info)
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
BLOWS PER 6 INCHES
Time Depth
SM: Silty SAND. 75% well graded fine-coarse sand (mostly fine-medium). 25% fines (trace clay). Trace fine gravel. Organic material present. Brown.
Dry.
ML: Sandy SILT: 55% fines with little clay. 40% well graded fine-coarse sand. 5% fine, sub-rounded gravel. Reddish-brown. Dry.
Notes:
Log AI4-109 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location Corner of Bayside and Abbott StreetsDriller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
H(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
AI4-110
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
5/12/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
Sample at 1340ML
Sample at 1335
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
BLOWS PER 6 INCHES
Time Depth
SM: Silty SAND. 70% poorly graded fine sand (with some medium-coarse). 30% fines. Trace fine gravel. Organic material present. Brown.
Dry.
ML: Sandy SILT: 80% fines (with some clay). 20% poorly graded fine sand (trace medium-coarse). Trace fine gravel. Brown/reddish-brown. Dry.
Notes:
Log AI4-110 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location west of former Bldg. 609Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
Groundwater LevelsDate
ML
Sample at 1355SM: Silty SAND. 70% well graded fine-coarse sand. 30% fines. Trace fine
gravel. Brown. Dry. Pieces of coal observed.
ML: Sandy SILT: 65% fines (with some clay). 35% poorly graded fine sand (some medium-coarse). Reddish-brown. Dry.
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
PEN/REC(inches)
USCS Symbol
SMN/A
N/A
FID
N/A
PID/
5/12/2011
0.0
0.0
D
S-1
E
TP
H
AI4-111
SAMPLE INFORMATION
& No.Type
S-2 Sample at 1400
Project Name
Project Number
(feet)
N/A
PROJECT INFORMATION
Log AI4-111 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location northeast of Fmr Bldg. 609Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
P
Project Name
Project Number
H(feet)
N/A
& No.Type
E
PROJECT INFORMATION AI4-112
SAMPLE INFORMATION
Sample at 1220S-2
D
S-1
T
5/11/2011
0.0
0.0N/A
Sample at 1152N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
Groundwater LevelsDate
SM/GP
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
SM: Silty SAND. Trace coarse sand and fine gravel. Brown. Dry.
SM-GP: Brown Silty SAND as above to 12" bgs. Coarse GRAVEL from 10-18" bgs. Small black coarse GRAVEL from 18-24" bgs possibly
representing old asphalt.
Notes:
Log AI4-112 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location SW corner of former Bldg. 609Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
H(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
AI4-113
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
5/12/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
Sample at 0850ML
Sample at 0840
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
BLOWS PER 6 INCHES
Time Depth
SM: Silty SAND. 80% poorly graded fine-medium sand. 20% fines (with little clay). Trace fine gravel. Brown. Dry. Organic materials present.
ML: Sandy SILT: 60% fines (with little clay). 40% fine-medium sand. Trace coarse sand. Trace fine gravel. Reddish-brown. Dry.
Notes:
Log AI4-113 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/12/2011
Boring Co. Watermark Environmental Boring Location SW corner of former Bldg. 609Driller Jason Raimondi Drilling Method Hand AugerLogged By Emily Pratt Drilling Equipment Hand AugerChecked By Larry Pannell TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
H(feet)
N/A
PROJECT INFORMATION
Project Name
Project Number
AI4-114
SAMPLE INFORMATION
& No.Type
S-2
D
S-1
E
TP
5/12/2011
0.0
0.0N/A
N/A
N/A
FIDPID/PEN/REC
(inches)
USCS Symbol
SM
REMARKS (e.g., Well Info)
Sample at 0820ML
Sample at 0805
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate
BLOWS PER 6 INCHES
Time Depth
SM: Silty SAND. 80% poorly graded fine-medium sand. 20% fines (with little clay). Brown. Dry. Organic materials present.
ML: Sandy SILT: 65% fines (with some clay). 35% poorly graded fine-coarse sand. Trace fine gravel. Brown. Dry.
Notes:
Log AI4-114 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Watermark Environmental Boring Location southeast corner of former Bldg. 609Driller Jason Raimondi Drilling Method Hand AugerLogged By Larry Pannell Drilling Equipment Hand AugerChecked By Katie Thomas TOC Elevation (feet)
DEPTH(inches)
0.5 0-2"
1 6-24"
1.5
2
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
Groundwater LevelsDate
SM
Sample at 1215SM: Silty SAND. Little coarse sand and fine-coarse gravel. Brown. Dry.
SM: Silty SAND. Little coarse sand and fine-coarse gravel. Brown. Dry.
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION USCS
Symbol
SMN/A
N/A
FID
5/11/2011
0.0
0.0N/A
PID/(inches)
D
S-1
P
AI4-115
SAMPLE INFORMATION
& No.Type
S-2 Sample at 1230
PROJECT INFORMATION
Project Name
Project Number
H(feet)
N/A
E
TPEN/REC
Log AI4-115 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Tristate Drilling Boring Location northeast side of Bldg. 615Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-6"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Notes:
BLOWS PER 6 INCHES
Time Depth
Groundwater LevelsDate
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
SM: Well graded Silty SAND with gravel: 70% fine-coarse sand. 15% fines. 15% fine-coarse gravel. Black. Moist. No odor.
ML: Sandy SILT. 60% fines (trace clay). 40% fine sand. Reddish-brown. Moist. No odors, no stains.
ML: Sandy SILT. 70% fines (little clay). 30% fine sand. Trace fine gravel. Moist. Reddish-brown. No odors, no stains.
ML
ML
PEN/REC(inches)
USCS Symbol
SM
48/48
24/12
FIDPID/
S-3
0.2
0.0
0.0
N/A
5/10/2011
REMARKS (e.g., Well Info)
S-1
N/A
AI5-101
SAMPLE INFORMATION
& No.Type
Sample at 1110
Sample at 1115
Sample at 1120
PROJECT INFORMATION
P
Project Name
Project Number
H(feet)
S-2
N/A
DE
T
Log A15-101 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Tristate Drilling Boring Location northeast side of Bldg. 615Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Project Name
Project Number
H(feet)
N/A
D
S-1
E
T
PROJECT INFORMATION
S-2 Sample at 1245
Sample at 1300
AI5-102
SAMPLE INFORMATION
& No.Type
5/10/2011
0.3
N/AS-3
P
0.1
0.0
N/A
(inches)PEN/REC
24/19
48/48
FIDPID/
REMARKS (e.g., Well Info)
Date
SM
SM
SW-SM: Well graded SAND with Silt. 85% fine-coarse sand. 10% fines. 5% fine, sub-angular to sub-rounded gravel. Dry. Dark brown. No odor.
SM: Poorly graded Silty SAND. 80% fine sand. 20% fines. Trace clay. Reddish-brown. Dry. No odors, no stains.
SM: Poorly graded Silty SAND. 80% fine sand. 20% fines. Trace clay. Trace fine sub-rounded gravel. Reddish-brown. Moist. No odors, no stains.
USCS Symbol
SW-SM
Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency
and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
Sample at 1240
Groundwater Levels
BLOWS PER 6 INCHES
Time
Notes:
STRATUM / SAMPLE DESCRIPTION
Log A15-102 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Tristate Drilling Boring Location East of Bldg. 615 cornerDriller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
PROJECT INFORMATION AI5-103
SAMPLE INFORMATION
& No.
Project Name
Project Number
PID/
Sample at 1400
P
H
Sample at 1405
Sample at 1415N/A
N/A
(feet)
24/11
S-2
E
T
D
S-3
S-1
48/48
N/A
Type BLOWS PER 6 INCHES
5/10/2011
0.3
0.1
0.0
PEN/REC(inches)
USCS Symbol
SW-SM
SMSM: Silty SAND. 65% well graded fine-coarse sand. 35% fines. Trace
clay. Moist. Reddish-brown. No odors, no staining.
FID
SM
REMARKS (e.g., Well Info)
STRATUM / SAMPLE DESCRIPTION
Time DepthGroundwater Levels
Date
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and plasticity]
evidence of contamination (visual, olfactory), formation name, other observations
Notes:
SW-SM: Well graded SAND with Silt. 85% fine-coarse sand. 10% fines. 5% sub-angular to sub-rounded fine gravel. Dry. Dark brown-black. No
odor.
SM: Well graded Sity SAND. 80% fine-coarse sand. 15% fines. 5% sub-rounded fine gravel. Dry. Brown. No odor. No staining. Bits of coal
observed.
Log A15-103 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Tristate Drilling Boring Location East side between Bldg 615 and Bldg 614Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Sample at 1510
Notes:
SM: Well graded Silty SAND with gravel: 70% fine-coarse sand. 15% fines. 15% fine-coarse sub-rounded to sub-angular gravel. Black. Dry. No odor.
Bits of coal observed.
ML: Sandy SILT. 70% fines (with some clay). 30% fine-coarse sand. Trace fine gravel. Brown. Moist. No odors, no staining. ML
SM
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and plasticity]
evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
Groundwater LevelsDate Time
AI5-104
Depth
BLOWS PER 6 INCHES
ML: SILT with Sand. 75% fines (with some clay). 25% fine-coarse sand. Trace fine gravel. Moist. Brown. No odors, no staining.
PEN/REC(inches)
24/17
FIDPID/
USCS Symbol
N/A
D
S-3
S-1
E
T
48/30N/A
5/10/2011
0.5
0.2S-2
REMARKS (e.g., Well Info)
ML
Sample at 1515
Sample at 1530
PROJECT INFORMATION
0.0
P
Project Name
Project Number
H(feet)
N/A
SAMPLE INFORMATION
& No.Type
Log A15-104 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location East side between Bldg 615 and Bldg 614Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Notes:
SM: Well graded Silty SAND. 80% fine-coarse sand. 15% fines. 5% fine sub-rounded to sub-angular gravel. Dark brown-black. No odor. Pieces of coal
observed.
SM: Silty SAND. 65% well graded fine-coarse sand. 35% fines with little clay. Trace fine subangular-subrounded gravel. Brown. Moist. Piece of
brick observed.
ML: Sandy SILT. 55% fines. 45% poorly graded fine-medium sand. Trace fine gravel. Moist. Reddish-brown. No odors, no staining. Piece of organic
material observed.
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and
plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
ML
Time Depth
Groundwater LevelsDate
SM
REMARKS (e.g., Well Info)
Sample at 0940 Dup at 0945
USCS Symbol
SM24/24 0.0
0.0
0.0
N/A
S-3 N/A
S-2
P
AI5-105
SAMPLE INFORMATION
& No.Type
5/11/2011
Sample at 1000
Sample at 1005
PROJECT INFORMATION
48/20
PEN/RECH(feet)
N/A
D
S-1
E
T
BLOWS PER 6 INCHESFID
Project Name
Project Number
(inches)PID/
Log A15-105 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location between Bldg 615 and Bldg 614Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-6"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
FID
Project Name
Project Number
(inches)PID/H
(feet)
N/A
D
S-1
E
TBLOWS PER 6 INCHES
PROJECT INFORMATION
48/36
PEN/REC
5/11/2011
Sample at 0900
Sample at 0920
AI5-106
SAMPLE INFORMATION
& No.Type
S-2
P
S-3 N/A
24/17 0.0
0.0
0.0
N/A
REMARKS (e.g., Well Info)
Sample at 0855
Groundwater LevelsDate
SM
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and plasticity]
evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
ML
USCS Symbol
SW-SMSW-SM: Well graded SAND with silt. 75% fine-coarse sand, 15% fines,
10% fine subangular-subrounded gravel. Brown-dark brown. Dry. No odor.
SM: Silty SAND. 75% well graded fine-coarse sand, 25% fines (trace clay), trace subrounded fine gravel. Brown. Moist. No odor, no staining.
SM: Silty SAND. 70% well graded sand (fine-coarse), 30% fines (with little clay). Brown, Moist. No odor, no staining.
Notes:
Log A15-106 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location southeast side of Bldg 614Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
FID
Project Name
Project Number
(inches)PID/H
(feet)
N/A
D
S-1
E
TBLOWS PER 6 INCHES
PROJECT INFORMATION
48/33
PEN/REC
5/11/2011
Sample at 1125
Sample at 1135
AI5-107
SAMPLE INFORMATION
& No.Type
S-2
P
S-3 N/A
24/22 4.0
0.0
0.0
N/A
REMARKS (e.g., Well Info)
Sample at 1120
Groundwater LevelsDate
SM
Time Depth
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and plasticity]
evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
SM
USCS Symbol
SMSM: Well graded Silty SAND. 75% fine-coarse well graded sand, 15%
fines, 10% fine subangular gravel. Black. Dry. No odor. Dense.
SM: Poorly graded Silty SAND. 75% poorly graded medium sand (trace fine-coarse). 20% fines (trace clay). 5% fine subrounded gravel. Reddish
brown. Moist.
SM: Well graded Silty SAND. 70% well graded fine-coarse sand, 25% fines (little clay). 5% fine, subrounded gravel. Brown. Moist.
Notes:
Log A15-107 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/11/2011
Boring Co. Tristate Drilling Boring Location east wall btwn Bldg 614 and Bldg 615Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Notes:
SW-SM: Well graded SAND with Silt. 80% fine-coarse well graded sand, 10% fines, 10% fine subangular-subrounded gravel. Brown. Moist. No odor, no
staining.
SM: Silty SAND. 70% well graded sand. 30% fines (little clay). Brown. Moist. No odor, no staining.
SM: Silty SAND. 70% well graded sand. 30% fines (little clay), trace fine subrounded gravel. No odor, no staining. SM
USCS Symbol
SW-SM
Time Depth
Groundwater LevelsDate
SM
Sample at 1145 with MS/MSD
REMARKS (e.g., Well Info)
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and
plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
24/12 0.2
0.0
0.0S-3 N/A
S-2
P
AI5-108
SAMPLE INFORMATION
& No.Type
5/11/2011
Sample at 1155 with MS/MSD
Sample at 1205
PROJECT INFORMATION
48/22
PEN/RECH(feet)
N/A
D
S-1
E
T
BLOWS PER 6 INCHESFID
Project Name
Project Number
(inches)PID/
N/A
Log A15-108 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED 5/10/2011
Boring Co. Tristate Drilling Boring Location northeast corner of Bldg 614Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Notes:
SM: Well graded Silty SAND. 75% fine-coarse well graded sand, 15% fines, 10% fine subangular-subrounded gravel. Dark brown. Dry. No odor.
SM: Silty SAND. 70% well graded fine-coarse sand. 30% fines (trace clay). Trace fine subrounded gravel. Brown. Moist. No odor, no staining.
SM: Silty SAND. 65% well graded fine-coarse sand. 35% fines (with some clay). Brown. Moist. No odor, no staining.
SM
USCS Symbol
SM
Time DepthGroundwater Levels
Date
SM
Sample at 1605
REMARKS (e.g., Well Info)Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture
state [density, max particle size, angularity, and shape] or [consistency and plasticity] evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
24/15 0.0
0.0
0.0S-3 N/A
S-2
P
AI5-109
SAMPLE INFORMATION
& No.Type
5/10/2011
Sample at 1610
Sample at 1625
PROJECT INFORMATION
48/36
PEN/RECH(feet)
N/A
D
S-1
E
TBLOWS PER 6 INCHES
FID
Project Name
Project Number
(inches)PID/
N/A
Log A15-109 Last Update: 10/10/2007
-
BORING NO.SHEET 1 of 1
Fort Totten Coast Guard Station DATE STARTED
DATE COMPLETED
Boring Co. Tristate Drilling Boring Location west of Bldg 614Driller Wayne Bolger Drilling Method GeoprobeLogged By Emily Pratt Drilling Equipment Geoprobe 54LTChecked By Larry Pannell TOC Elevation (feet)
DEPTH(feet)
1.0 0-2"
2 6-24"
3 2-6'
4
5
6
1)2)3)4)
Notes:
SW-SM: Well graded SAND with Silt. 80% fine-coarse well graded sand, 10% fines, 10% fine subangular gravel. Dark brown-Black. Dry. No odor.
Pieces of slag and coal observed.
SM: Silty SAND. 75% well graded fine-coarse sand. 25% fines (trace clay). Trace fine gravel. Brown-reddish brown. Moist. No odor, no staining.
Pieces of coal observed.
SP-SM: Poorly graded SAND with silt. 90% poorly graded medium sand. 10% fines. Trace fine gravel. No odor, no staining. Reddish-brown. Moist.
Grading term (if applicable), SOIL GROUP NAME, other soil groups, color, moisture state [density, max particle size, angularity, and shape] or [consistency and plasticity]
evidence of contamination (visual, olfactory), formation name, other observations
STRATUM / SAMPLE DESCRIPTION
SP-SM
Time Depth
Sample at 1035
Groundwater LevelsDate
SM
PID/
REMARKS (e.g., Well Info)
24/15
PEN/REC(inches)
USCS Symbol
SW-SM0.0
0.0
0.0
N/A
48/36S-3 N/A
S-2
P
5/11/2011
Sample at 1040
Sample at 1045
PROJECT INFORMATION AI5-110
SAMPLE INFORMATION
& No.TypeH
(feet)
N/A
D
S-1
E
TBLOWS PER 6 INCHES
FID
5/11/2011
Project Name
Project Number
Log A15-110 Last Update: 10/10/2007
-
Watermark
APPENDIX C
2012 Low-flow Groundwater Sampling Forms
-
WLD0794- App C - 2011 Field Forms.pdfGroundwater Gauging Forms Monitoring Well Development FormsLow-Flow Groundwater Sampling FormsSoil Boring Logs
APPENDIX C2012 Low-flow Groundwater Sampling Forms