2011 and 2012 field forms · 2015. 1. 23. · ai2-1 at 1520 p project name project number h (feet)...

Watermark

APPENDIX C 2011 and 2012 Field Forms

Watermark

APPENDIX C

2011 Low-flow Groundwater Sampling Forms

Watermark

Groundwater Gauging Forms

Watermark

Monitoring Well Development Forms

Watermark

Low-Flow Groundwater Sampling Forms

Watermark

Soil Boring Logs

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




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



ML

BLOWS PER 6 INCHES

Time Depth




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:





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/


ML

PEN/REC(inches)

USCS Symbol

ML


BLOWS PER 6 INCHES

Time Depth




Notes:





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


Time Depth

Groundwater Levels




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:





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



ML

BLOWS PER 6 INCHES

Time Depth




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:





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




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.



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





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




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



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




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



ML

BLOWS PER 6 INCHES

Time

5/12/2011

AI2-108

Depth




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:





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




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



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




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


Sample at 1555


ML

BLOWS PER 6 INCHES

Time Depth




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:





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





SM


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





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




SC Sample at 0940

Sample at 0925



(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





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




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


SM


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 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




Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. (Description begins below turf)


BLOWS PER 6 INCHES

Time



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





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






BLOWS PER 6 INCHES

Time Depth



Notes:





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





Silty SAND. Trace coarse sand and fine gravel. Brown. Dry. Brick fragment at 12". Approximately 10% clay beginning at 18" bgs.



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





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





SM


(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





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



PEN/REC(inches)

USCS Symbol

SM

Date

SW-SM

SW-SM


Time Depth

Groundwater Levels


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:





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



SM

SM

BLOWS PER 6 INCHES

Time Depth




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:





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. Approximately 10% clay beginning at 18" bgs. Note: encountered rock at

12" bgs that required a 12" lateral offset from S-1 location.

Depth




BLOWS PER 6 INCHES

Time


SM


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





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








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


PROJECT INFORMATION

Sample at 1350

P

Project Name

Project Number

H(feet)

N/A





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


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



SM

SM

BLOWS PER 6 INCHES




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:





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





SM


(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





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





SM


(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





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



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

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





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


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




SM Sample at 1100

Sample at 1055

BLOWS PER 6 INCHES

Time Depth



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:





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




ML

Sample at 1030

BLOWS PER 6 INCHES

Time Depth



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:





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




ML

Sample at 1207

BLOWS PER 6 INCHES

Time Depth



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:





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





SM


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


SAMPLE INFORMATION

P

Project Name

Project Number

H(feet)

N/A

& No.Type

E





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




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



Notes:





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


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




ML Sample at 1125

Sample at 1115

BLOWS PER 6 INCHES

Time Depth



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:





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




ML

Sample at 1231

BLOWS PER 6 INCHES

Time Depth



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:





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






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:





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


Sample at 1340ML

Sample at 1335





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:





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




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.



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





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


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



SM/GP

BLOWS PER 6 INCHES

Time Depth




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:





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


Sample at 0850ML

Sample at 0840





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:





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


Sample at 0820ML

Sample at 0805





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:





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




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.


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





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





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


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





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/


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



Sample at 1240

Groundwater Levels

BLOWS PER 6 INCHES

Time

Notes:






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)


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



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.





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




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


ML

Sample at 1515

Sample at 1530

PROJECT INFORMATION

0.0

P

Project Name

Project Number

H(feet)

N/A

SAMPLE INFORMATION

& No.Type





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.




ML

Time Depth


SM


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/





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


Sample at 0855


SM

Time Depth




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:





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


Sample at 1120


SM

Time Depth




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:





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


SM






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 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





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


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




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.




SP-SM

Time Depth

Sample at 1035


SM

PID/


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


SAMPLE INFORMATION

& No.TypeH

(feet)

N/A

D

S-1

E

TBLOWS PER 6 INCHES

FID

5/11/2011

Project Name

Project Number


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

2011 and 2012 field forms · 2015. 1. 23. · ai2-1 at 1520 p project name project number h (feet)...

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