Geotechnical Engineering Report MNC BOURNE MA dated July 12 2019.pdf

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X

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EC

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2.5

7.5

12.5

77.5

72.5

67.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

(GW) WELL-GRADED GRAVEL, trace sand, yellowish brown, moist, medium dense, (SM) SILTY SAND, yellowish brown, moist, loose to medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-1

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/14/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/14/19 CAVE IN DEPTH 5

WL RIG CME LC-1 FOREMAN Ken DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT80

7.5

12.5

97.5

92.5

87.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

(SP-SM) POORLY GRADED SAND WITH SILT

AND GRAVEL, yellowish brown, moist, loose to medium dense

(SP) POORLY GRADED SAND, trace gravel, trace silt, yellowish brown, moist, medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-2

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/14/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/14/19 CAVE IN DEPTH 4

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT98

7.5

12.5

167.5

162.5

157.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [12"]

(SM) SILTY SAND, yellowish brown, moist, loose to medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-3

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/14/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/14/19 CAVE IN DEPTH 4

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT172

7.5

12.5

162.5

157.5

152.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [12"]

(GW) WELL-GRADED GRAVEL, yellowish brown, moist, medium dense

(SW) WELL-GRADED SAND WITH GRAVEL,

yellowish brown, moist, medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-4

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/14/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/14/19 CAVE IN DEPTH 4.5

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT164

7.5

12.5

167.5

162.5

157.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [12"]

(ML) SANDY SILT, yellowish brown, moist, medium dense

(GW) WELL-GRADED GRAVEL WITH SAND,

yellowish brown, moist, medium dense to dense

END OF BORING @ 8'

16.8

CLIENT

Gordon

JOB #

28036

BORING #

B-5

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/14/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/14/19 CAVE IN DEPTH 4

WL RIG Truck FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT168

7.5

12.5

167.5

162.5

157.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [12"]

(GW) WELL-GRADED GRAVEL, yellowish brown, moist, medium dense

(SP) POORLY GRADED SAND WITH

GRAVEL, yellowish brown, moist, loose to medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-6

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/17/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/17/19 CAVE IN DEPTH 4.5

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

127.5

122.5

117.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [24"]

(SM) SILTY SAND, yellowish brown, moist, loose to medium dense

(SP) POORLY GRADED SAND, trace gravel, yellowish brown, moist, medium dense to loose

END OF BORING @ 8'

8.8

CLIENT

Gordon

JOB #

28036

BORING #

B-7

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/17/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/17/19 CAVE IN DEPTH 5

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT132

7.5

12.5

132.5

127.5

122.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [12"]

(SM) SILTY SAND, light brown, moist, medium dense to dense

END OF BORING @ 8'

50/4

50/4

12.0

CLIENT

Gordon

JOB #

28036

BORING #

B-8

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/15/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/15/19 CAVE IN DEPTH 5

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT136

7.5

12.5

157.5

152.5

147.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

(SM) SILTY SAND, yellowish brown, moist, very loose to loose

(SP) POORLY GRADED SAND, trace gravel, yellowish brown, moist, dense

END OF BORING @ 8'

12.0

CLIENT

Gordon

JOB #

28036

BORING #

B-9

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/15/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/15/19 CAVE IN DEPTH 5

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT162

7.5

12.5

167.5

162.5

157.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

(GW) WELL-GRADED GRAVEL WITH SAND,

yellowish brown, moist, loose to medium dense

(SP) POORLY GRADED SAND, yellowish brown, moist, medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-10

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/15/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/15/19 CAVE IN DEPTH 4

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

7.5

12.5

167.5

162.5

157.5

S-1

S-2

S-3

S-4

SS

SS

SS

SS

Topsoil Thickness [12"]

(SM) SILTY SAND, yellowish brown, moist, loose to medium dense

END OF BORING @ 8'

CLIENT

Gordon

JOB #

28036

BORING #

B-13

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/18/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/18/19 CAVE IN DEPTH 3

WL RIG Truck FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

Topsoil Thickness [24"]

(SP) POORLY GRADED SAND, yellowish brown, moist, very loose to medium dense

(SW-SM) WELL GRADED SAND WITH SILT,

trace gravel, yellowish brown, moist, loose to dense

143.4

CLIENT

Gordon

JOB #

28036

BORING #

B-11

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

CONTINUED ON NEXT PAGE.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/17/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/17/19 CAVE IN DEPTH 25

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT200

S-10

S-11

S-12

S-13

S-14

S-15

SS

SS

SS

SS

SS

SS

(SW-SM) WELL GRADED SAND WITH SILT,

trace gravel, yellowish brown, moist, loose to dense

END OF BORING @ 60'

CLIENT

Gordon

JOB #

28036

BORING #

B-11

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/17/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/17/19 CAVE IN DEPTH 25

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT200

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SS

SS

SS

SS

SS

SS

SS

SS

SS

(SW) WELL-GRADED SAND WITH GRAVEL,

yellowish brown, moist, very dense

(SP) POORLY GRADED SAND, trace silt, trace gravel, yellowish brown, moist, medium dense

(SP) POORLY GRADED SAND WITH

GRAVEL, trace silt, yellowish brown, moist, medium dense (SP) POORLY GRADED SAND, trace silt, yellowish brown, moist, loose to medium dense

(SP) POORLY GRADED SAND, trace gravel, yellowish brown, moist, dense

(SM) SILTY SAND, trace gravel, yellowish brown, moist, dense

END OF BORING @ 30'

52/4

52/4

303.4

CLIENT

Gordon

JOB #

28036

BORING #

B-12

SHEET

PROJECT NAME

Massachusetts National Cemetery

ARCHITECT-ENGINEER

Gordon

SITE LOCATION

Connery Avenue, Bourne, Barnstable County, MA

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU 20% 40% 60% 80% 100%

WL DRY WS WD BORING STARTED 01/14/19

WL(BCR) WL(ACR) DRY BORING COMPLETED 01/14/19 CAVE IN DEPTH 12

WL RIG CME LC-1 FOREMAN Kenny Bylund DRILLING METHOD HSA 4.25"

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER

TONS/FT2

PLASTIC

LIMIT WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT150

7.5

12.5

17.5

147.5

142.5

137.5

132.5

(SP FILL) FILL, POORLY GRADED SAND WITH GRAVEL, contains asphalt concrete wood, dark brown and black, moist, Contains boulders, Frozen ground conditions from 0 to 1'

END OF TEST PIT @ 10'

VD

M

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-1

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In borrow area up-slope from kettle pond. Performed along truck path.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

CONT.

7.5

12.5

17.5

177.5

172.5

167.5

162.5

Topsoil Thickness [3"] (SP POSSIBLE FILL) POSSIBLE FILL, POORLY GRADED SAND, trace gravel, dark brown and black, moist, Trace cobbles and boulders 6"-12" diam.

(SM) SILTY SAND WITH GRAVEL, yellowish brown, moist, Trace cobbles and boulders 3"-12" diam.

(SM) SILTY SAND WITH GRAVEL, yellowish brown, moist, Contains sparse cobbles 3"-6" diam.

(SP) POORLY GRADED SAND, trace gravel, orange, moist, Contains sparse cobbles 3"-6" diam.

(SM) SILTY FINE SAND, gray and orangish brown, moist

END OF TEST PIT @ 8.5'

E

D

D

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-2

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Offset to just along Lee Road. Fill in top 2 feet. Some large boulders at surface, but could have been placed there.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/16/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

147.5

142.5

137.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Contains random boulders

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, random distribution of cobbles and boulders, A 24" diameter boulder was encountered at 7'

END OF TEST PIT @ 8'

E

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-3

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Near the base of large slope, sparse more mature pine/oak 12-20" round trunks.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

182.5

177.5

172.5

167.5

Topsoil Thickness [4"] (SP) POORLY GRADED SAND WITH GRAVEL, orangish brown, moist, Trace boulders 12" - 20" diam., Root growth to 2'

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Sparse cobbles 3"-4" diam.

END OF TEST PIT @ 8'

E

M

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-4

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Located 100' south of Lee Road in the woods. Sparse tree cover and heavy under growth of shrubs.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/16/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

182.5

177.5

172.5

Topsoil Thickness [12"]

(SP) POORLY GRADED SAND WITH GRAVEL, orangish brown, moist, Root growth to 1', Contains sparse cobbles 3"-4" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and orangish brown, moist

END OF TEST PIT @ 8'

E

M

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-5

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Along side Lee Road. No apparent erratics at surface.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/16/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

192.5

187.5

182.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Few cobbles 3"-4" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Few cobbles 3"-4" diam.

(SP) POORLY GRADED SAND, trace gravel, orange, moist, Few cobbles 3"- 4" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Few cobbles 3"-4" diam.

(SM) SILTY FINE SAND, gray and orangish brown, moist

END OF TEST PIT @ 8'

E

E

E

S-1

S-2

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-6

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Located adjacent to Lee Road.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/16/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

197.5

192.5

187.5

182.5

Topsoil Thickness [9"]

(SP) POORLY GRADED SAND, trace gravel, black and orangish brown, moist, Root growth to 1.5'

(SM) SILTY SAND, gray and orangish brown, moist

END OF TEST PIT @ 8'

E

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-7

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Located in the woods south of Lee Road.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/16/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

202.5

197.5

192.5

187.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Root growth to 1.5', Contains sparse cobbles 4"-6" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Contains sparse cobbles 4"-6" diam., SILTY SAND lens at 3', 4' and 6', Cave-in collapse 3'-7' near end of excavation

END OF BORING @ 8'

E

E

E

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-8

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In the woods, top of hill adjacent to Lee Road. No erratics at surface near test pit location.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/16/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

197.5

192.5

187.5

Topsoil Thickness [3"] (SP) POORLY GRADED SAND, trace gravel, tan and orangish brown, moist

(SM) SILTY FINE SAND, gray and orangish brown, moist, 6" thick medium SAND lens at 4.75', tan, moist

END OF TEST PIT @ 8.25'

E

M

E

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-9

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

At Lee Road and above the borrow cliff. A lot of rock and pallets moved to access.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

207.5

202.5

197.5

192.5

(SP FILL) FILL, POORLY GRADED SAND, trace gravel, dark brown and black, moist

(SP) POORLY GRADED SAND, trace gravel, light to dark brown, moist, Contains sparse cobbles and boulders 6"-12" diam.

(SP) POORLY GRADED SAND, tan and light brown, moist

END OF TEST PIT @ 8'

VD

M

E

S-1

S-2

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-10

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In the stockpile yard south of Lee Road.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

207.5

202.5

197.5

192.5

Topsoil Thickness [12"]

(SP) POORLY GRADED SAND, trace gravel, yellowish brown, moist, Contains sparse cobbles 4" diam.

(SP) POORLY GRADED SAND, trace gravel, yellowish brown and tan, moist

(SP-SM) POORLY GRADED SAND WITH SILT, gray and orangish brown, moist

END OF TEST PIT @ 8'

E

E

E

M

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-11

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Located at the bottom of a stockpile in the woods. Some boulders at surface.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

207.5

202.5

197.5

192.5

Topsoil Thickness [5"]

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist

END OF TEST PIT @ 8'

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-12

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In the woods just east of stockpile area; some trash/debris in woods.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

192.5

187.5

182.5

Topsoil Thickness [14"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown and tan, moist, Contains cobbles and boulders 8"-14" diam.

(SP) POORLY GRADEDSAND, trace gravel, tan, moist, sparse occurence of cobbles and boulders, minor cave in at 5'

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Contains cobbles and boulders 6"-12" diam.

END OF BORING @ 8'

E

M

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-13

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In the woods north of the stockpile area. Sparse pine and oak growth all around. Typical tree diameter is 12"-16".

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

172.5

167.5

162.5

Topsoil Thickness [3"] (SP) POORLY GRADEDSAND, trace gravel, orangish brown, moist, Root mat to 1', Contains some 6" diam. cobbles

(SP) POORLY GRADED SAND, tan, moist, Very clean sand, Large boulder encountered at 8.25'

END OF TEST PIT @ 8.25'

E

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-14

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

On a high knoll in the woods. Well 89 nearby.í Note: Monitoring well (I labeled MW-1) located at bottom of little hill near TP-14. Will take a reading. Mike Pratt to unlock it.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

162.5

157.5

152.5

147.5

Topsoil Thickness [4"] (SP) POORLY GRADEDSAND, trace gravel, orangish brown, moist, Root mat to 1', Contains sparse cobbles 4"-6" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Contains sparse cobbles 4"-6" diam., 12" diam. boulder encountered at 6'

END OF TEST PIT @ 8'

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-15

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In a low wooded area.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

162.5

157.5

152.5

147.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Sparse boulders encountered

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Sparse boulders encountered, Cobbles 6"-8" diam. from 7.5' to 8'

END OF TEST PIT @ 8'

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-16

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In woods, low area, trees are 8" diameter oaks and pines.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

157.5

152.5

147.5

142.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown and reddish brown, moist , Roots to 3.5', boulders 12"-36" diam.

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Roots to 3.5', Trace boulders 12"-36" diam.

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Sparse cobbles 4"-6" diam., Less gravel/boulders at 7'-9'

END OF TEST PIT @ 9'

D

D

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-17

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In kind of a low spot at base of small hill.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

152.5

147.5

142.5

137.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Two boulders 4'-5' diam. at and near surface

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Less distribution of cobbles and boulders, boulders encountered were larger than 6" diam.

END OF BORING @ 8'

E

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-18

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In a flat area, small pine trees thick around location. Some erratics nearby. Biggest is 4' diameter exposed.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

147.5

142.5

137.5

132.5

Topsoil Thickness [9"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Root growth to 2', Contains cobbles and boulders 6"-16" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish, moist, Contains cobbles 4"-5" diam.

END OF TEST PIT @ 8'

E

E

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-19

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

In flat wooded area dominated by pine trees 6"-12" diameter. No erratics in the immediate area.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

162.5

157.5

152.5

147.5

Topsoil Thickness [10"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Sparse random boulders, encountered 12"-14" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Sparse random boulders, 12" boulder encountered at 5'

(SP-SM) POORLY GRADED SAND WITH SILT, trace gravel, gray and yellowish brown, moist, Fine SAND with smearing of excavation side walls

END OF TEST PIT @ 8'

E

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-20

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Wooded are on gentle down slope. No nearby erratics.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

167.5

162.5

157.5

Topsoil Thickness [8"]

(SP-SM) POORLY GRADED SAND WITH SILT, trace gravel, light olive brown, moist, Roots to 1'

(SP-SM) POORLY GRADED SAND WITH SILT, gray and orangish brown, moist, Sand lens at 5'

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist

END OF TEST PIT @ 8'

E

E

E

E

S-1

S-2

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-21

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

On a high plateau. No erratics nearby. Wide spacing between trees and very thick underbrush.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

162.5

157.5

152.5

147.5

Topsoil Thickness [8"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Contains random boulders, root growth to 1.5', 20" boulder encountered at 2.5'

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Contains random boulders, 16" boulder encountered at 7'

END OF TEST PIT @ 8'

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-22

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Wooded with sparse pine and oak. Moss grows on branches, kind of like Spanish moss but smaller.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

152.5

147.5

142.5

Topsoil Thickness [4"] (SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Root growth mostly in top 1', random sparse boulders 12"-18" diam.

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Random sparse boulders 12"-18" diam., 18" boulder encountered at 5.5', very few cobbles larger than 6" from 6' to 8'

END OF TEST PIT @ 8.25'

E

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-23

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Low woody area on small rise toward North-East. Sparse tree growth.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

142.5

137.5

132.5

Topsoil Thickness [3"] (SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Minor roots 0 to 2', sparse boulders 12" diam.

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Sparse boulders 12" diam.

END OF TEST PIT @ 8'

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-24

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Down in a low woody part. Not many erratics. Large spacing between trees.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

157.5

152.5

147.5

142.5

Topsoil Thickness [4"] (SP) POORLY GRADED SAND, trace gravel, black, moist, Trace cobbles 6"- 10" diam.

(SP) POORLY GRADED SAND, trace gravel, tan and orangish brown, moist, few cobbles in strata that were 4"-6" diam.

END OF TEST PIT @ 8'

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-25

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

On a little side plateau to a hill. Trees are spaced far apart.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

157.5

152.5

147.5

142.5

Topsoil Thickness [8"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Roots to 1.5', contains boulders 12" diam.

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Contains boulders

END OF TEST PIT @ 8.5'

E

E

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-26

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

Wooded in a small wide swale.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/15/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

7.5

12.5

17.5

182.5

177.5

172.5

167.5

Topsoil Thickness [6"]

(SP) POORLY GRADED SAND, trace gravel, orangish brown, moist, Roots to 2'

(SP) POORLY GRADED SAND, trace gravel, tan and yellowish brown, moist, Sparse cobbles from 4' to 5.5', 4"-6" diam.

(SM) SILTY FINE SAND, gray and orangish brown, moist

(SP) POORLY GRADED SAND, trace gravel, tan, moist, Very clean sand

END OF TEST PIT @ 8'

E

E

E

E

S-1

PROJECT NAME:

Massachusetts National Cemetery

TEST PIT #:

TP-27

CLIENT:

Gordon

Job #:

01:28036

SURFACE

ELEVATION (FT)

LOCATION:

Connery Avenue, Bourne, Barnstable County, MA

ARCH/ENG:

Gordon

DESCRIPTION OF MATERIAL

REMARKS:

On the side of a hill.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

GROUND WATER: ENCOUNTERED PRIOR TO BACKFILL EXCAVATION EFFORT: E - EASY M - MEDIUM D - DIFFICULT VD - VERY DIFFICULT

CONTRACTOR:

Geosearch, Inc.

OPERATOR:

Roger Jarry

MAKE/MODEL:

John Deere 60G Mini-Ex/Test Pits

REACH:

ECS REP.:

Nick Bass

DATE:

01/14/19

UNITS:

feet

Cave-in Depth: Groundwater Encountered: Groundwater Prior to Backfill:

DEPTH

(FT.)

ELEV.

(FT.)

EXCAV.

EFFORT

DCP

QP

(TSF)

SAMPLE

NO.

MOIST.

Tested By: HTN1 Checked By: NCB

Client:

Project:

Project No.: Figure

Gordon

Massachusetts National Cemetery

28036

SYMBOL SOURCE

SAMPLE DEPTH

Material Description USCS NO. (ft.)

SOIL DATA

P E

R C

E N

T F

IN

E

R

P E

R C

E N

T C

O A

R S

E R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel Fine Coarse Medium

% Sand Fine Silt

% Fines Clay

0.0 2.3 6.4 9.1 38.9 31.2 12.1

0.0 21.3 15.2 6.6 26.2 23.7 7.0

0.0 2.8 9.7 6.3 36.2 28.1 16.9 in in in

1½ in in

¾ in

½ in

/8 in

Particle Size Distribution Report

B-1 (0' to 5')

Spoils

D4S-1 0.00-0.10 Silty Sand Light Olive Brown (8.7% +4) SM

B-2 (0' to 5')

Spoils

D4S-2 0.00-0.10 Poorly Graded Sand with Silt & Gravel Light Olive Brown (21.3%

+3/4)

SP-SM

B-3 (0' to 5') D4S-3 0.00-0.10 Silty Sand Dark Grayish Brown (12.5% +4) SM

Tested By: HTN1 HNT1 HNT1 HTN1 HTN1 Checked By: NCB

Project:

Project No.: Figure

Gordon

Massachusetts National Cemetery

28036

SYMBOL SOURCE

SAMPLE DEPTH

Material Description USCS NO. (ft.)

SOIL DATA

P E

R C

E N

T F

IN

E

R

P E

R C

E N

T C

O A

R S

E R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel Fine Coarse Medium

% Sand Fine Silt

% Fines Clay

0.0 0.0 0.0 5.7 18.4 14.3 61.6

0.0 0.0 11.9 7.3 41.5 20.5 18.8

0.0 0.0 5.1 10.3 24.3 16.5 43.8

0.0 0.0 11.4 3.0 21.4 23.5 40.7

0.0 0.0 5.2 7.1 39.6 40.1 8.0 in in in

1½ in in

¾ in

½ in

/8 in

Particle Size Distribution Report

B-5 S-2 2.00-4.00 (ML) SANDY SILT, yellowish brown ML

B-7 S-2 2.00-4.00 (SM) SILTY SAND, trace gravel, yellowish brown SM

B-8 S-3 4.00-6.00 (SM) SILTY SAND, trace gravel, light brown SM

B-9 S-3 4.00-6.00 (SM) SILTY SAND, yellowish brown SM

B-11 S-9 29.00-31.00 (SW-SP) WELL-GRADED SAND WITH SILT, trace gravel, SW-SM

Tested By: HNT1 HNT1 HTN1 HNT1 Checked By: NCB

Project:

Project No.: Figure

Gordon

Massachusetts National Cemetery

28036

SYMBOL SOURCE

SAMPLE DEPTH

Material Description USCS NO. (ft.)

SOIL DATA

P E

R C

E N

T F

IN

E

R

P E

R C

E N

T C

O A

R S

E R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel Fine Coarse Medium

% Sand Fine Silt

% Fines Clay

0.0 0.0 7.0 7.7 36.4 34.6 14.3

0.0 3.7 9.6 5.9 36.7 25.3 18.8

0.0 14.1 8.9 4.3 23.4 34.8 14.5

0.0 0.0 2.6 4.0 47.0 38.1 8.3 in in in

1½ in in

¾ in

½ in

/8 in

Particle Size Distribution Report

B-12 S-8 23.00-25.00 (SM) SILTY SAND, trace gravel, yellowish brown SM

B-13 (0' to 5')

Spoils

D4S-4 0.00-0.10 Silty Sand Light Olive Brown (13.3% +4) SM

TP-2 (2' to

4.5') Spoils

D4S-5 0.00-0.10 Silty Sand with Gravel Yellow Brown (23.0% +4) SM

Silty Sand Light Olive Brown (8.7% +4) NP NP NP 43.3 12.1 SM

Poorly Graded Sand with Silt & Gravel Light Olive Brown (21.3% +3/4)

NP NP NP 30.7 7.0 SP-SM

Silty Sand Dark Grayish Brown (12.5% +4) NP NP NP 45.0 16.9 SM

Silty Sand Light Olive Brown (13.3% +4) NP NP NP 44.1 18.8 SM

28036 Gordon

MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS

Project No. Client: Remarks:

Project:

Figure

Source: B-1 (0' to 5') Spoils Depth: 0.00-0.10 Sample No.: D4S-1

Source: B-2 (0' to 5') Spoils Depth: 0.00-0.10 Sample No.: D4S-2

Source: B-3 (0' to 5') Spoils Depth: 0.00-0.10 Sample No.: D4S-3

Source: B-13 (0' to 5') Spoils Depth: 0.00-0.10 Sample No.: D4S-4

P

LA

S T

IC

IT

Y

IN

D E

X

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL o r O

L

CH o r O

H

ML or OL MH or OH

Dashed line indicates the approximate upper limit boundary for natural soils

LIQUID AND PLASTIC LIMITS TEST REPORT

Massachusetts National Cemetery

Tested By: HTN1 HTN1 HTN1 HTN1 HNT1 Checked By: NCB

(ML) SANDY SILT, yellowish brown NP NP NP 75.9 61.6 ML

(SM) SILTY SAND, trace gravel, yellowish brown NP NP NP 39.3 18.8 SM

(SM) SILTY SAND, trace gravel, light brown NP NP NP 60.3 43.8 SM

(SM) SILTY SAND, yellowish brown NP NP NP 64.2 40.7 SM

(SW-SP) WELL-GRADED SAND WITH SILT, trace gravel, yellowish brown

NP NP NP 48.1 8.0 SW-SM

28036 Gordon

MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS

Project No. Client: Remarks:

Project:

Figure

Source of Sample: B-5 Depth: 2.00-4.00 Sample Number: S-2

Source of Sample: B-7 Depth: 2.00-4.00 Sample Number: S-2

Source of Sample: B-8 Depth: 4.00-6.00 Sample Number: S-3

Source of Sample: B-9 Depth: 4.00-6.00 Sample Number: S-3

Source of Sample: B-11 Depth: 29.00-31.00 Sample Number: S-9

P

LA

S T

IC

IT

Y

IN

D E

X

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL o r O

L

CH o r O

H

ML or OL MH or OH

Dashed line indicates the approximate upper limit boundary for natural soils

(SM) SILTY SAND, trace gravel, yellowish brown NP NP NP 48.9 14.3 SM

Silty Sand with Gravel Yellow Brown (23.0% +4) NP NP NP 49.3 14.5 SM

Poorly Graded Sand with Silt Light Olive Brown (0% +4) NP NP NP 46.4 8.3 SP-SM

28036 Gordon

MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS

Project No. Client: Remarks:

Project:

Figure

Source of Sample: B-12 Depth: 23.00-25.00 Sample Number: S-8

Source: TP-2 (2' to 4.5') Spoils Depth: 0.00-0.10 Sample No.: D4S-5

Source: TP-21 (1' to 3') Spoils Depth: 0.00-0.10 Sample No.: D4S-6

P

LA

S T

IC

IT

Y

IN

D E

X

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL o r O

L

CH o r O

H

ML or OL MH or OH

Dashed line indicates the approximate upper limit boundary for natural soils

Tested By: MLK Checked By: DVT

COMPACTION TEST REPORT

D ry d en si ty pc f

Water content, %

- Rock Corrected - Uncorrected

2 4 6 8 10 12 14

8.0%, 127.2 pcf

8.7%, 124.8 pcf

ZAV for Sp.G. = 2.55

Test specification:

ASTM D4718-15 Oversize Corr. Applied to Each Test Point

ASTM D 698-12 Method A Standard

0.00-0.10 SM A-1-b 11.0 2.55 NP NP 8.7 12.1

Silty Sand Light Olive Brown (8.7% +4)

28036 William H. Gordon Assoc.

Date Received: 1/30/19 Date Tested : 1/31/19

Elev/ Classification Nat.

Sp.G. LL PI

Depth USCS AASHTO Moist. #4 No.200

ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION

Project No. Client: Remarks:

Project:

Source of Sample: B-1 (0' to 5') Spoils Sample Number: D4S-1

Figure

124.8 pcf Maximum dry density = 127.2 pcf

8.7 % Optimum moisture = 8.0 %

D ry d en si ty pc f

Water content, %

- Rock Corrected - Uncorrected

0.5 2.5 4.5 6.5 8.5 10.5 12.5

5.8%, 132.4 pcf

7.2%, 126.6 pcf

ZAV for Sp.G. = 2.55

Test specification:

ASTM D4718-15 Oversize Corr. Applied to Each Test Point

ASTM D 698-12 Method C Standard

0.00-0.10 SP-SM A-1-b 7.5 2.55 NP NP 21.3 7.0

Poorly Graded Sand with Silt & Gravel Light Olive Brown (21.3% +3/4)

28036 William H. Gordon Assoc.

Date Received:1/30/19 Date Tested: 1/31/19

Elev/ Classification Nat.

Sp.G. LL PI

Depth USCS AASHTO Moist. 3/4 in. No.200

ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION

Project No. Client: Remarks:

Project:

Source of Sample: B-2 (0' to 5') Spoils Sample Number: D4S-2

Figure

126.6 pcf Maximum dry density = 132.4 pcf

7.2 % Optimum moisture = 5.8 %

D ry d en si ty pc f

Water content, %

- Rock Corrected - Uncorrected

3 5 7 9 11 13 15

8.5%, 129.5 pcf

9.5%, 125.9 pcf

ZAV for Sp.G. = 2.60

Test specification:

ASTM D4718-15 Oversize Corr. Applied to Each Test Point

ASTM D 698-12 Method A Standard

0.00-0.10 SM A-1-b 9.9 2.6 NP NP 12.5 16.9

Silty Sand Dark Grayish Brown (12.5% +4)

28036 William H. Gordon Assoc.

Date Received: 1/30/19 Date Tested: 1/31/19

Elev/ Classification Nat.

Sp.G. LL PI

Depth USCS AASHTO Moist. #4 No.200

ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION

Project No. Client: Remarks:

Project:

Source of Sample: B-3 (0' to 5') Spoils Sample Number: D4S-3

Figure

125.9 pcf Maximum dry density = 129.5 pcf

9.5 % Optimum moisture = 8.5 %

D ry d en si ty pc f

Water content, %

- Rock Corrected…