1127914DWG2of15.pdf

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A/E INFO

OF

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B-101

AS NOTED

CAB CRJ DWR

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BORING B-08

BORING B-07

BORING B-09

BORING B-10

BORING B-11

DRYDOCK 6

DRYDOCK 7

1. REFER TO SHTS B-103 THROUGH B-107 FOR BORING LOG

INFORMATION.

2. REFER TO SHT B-102 FOR GEOTECHNICAL NOTES AND

LEGEND.

3. REFER TO SHT B-103 FOR SOIL BORING LABORATORY

DATA SUMMARY.

BORING B-12

DRYDOCK 4

DRYDOCK 3

SCALE IN FEET

40'20' 80'

1" = 40'

PLAN

NORTH

SCALE 1" = 40'

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DRAWFORM REVISION: 10 MARCH 2009

CHK

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ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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John A. Moore, R.A.

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AS NOTED

CAB CRJ DWR

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PARTICLE SIZE AND PROPORTION

WRITTEN DESCRIPTIONS ARE ASSIGNED TO EACH SOIL SAMPLE OR STRATUM BASED ON ESTIMATES OF THE PARTICLE SIZE OF EACH

COMPONENT OF THE SOIL AND THE PERCENTAGE OF EACH COMPONENT OF THE SOIL.

PARTICLE SIZE

DESCRIPTIVE TERMS

SOIL COMPONENT PARTICLE SIZE

BOULDER

COBBLE

GRAVEL-COARSE

-FINE

SAND-COARSE

-MEDIUM

-FINE

SILT (NON-COHESIVE)

CLAY (COHESIVE)

>12 INCH

3 - 12 INCH

- 3 INCH

#4 -

INCH

#10 - #4

#40 - #10

#200 - #40

<#200

<#200

PROPORTION/

DESCRIPTIVE TERMS

COMPONENT TERM PERCENTAGE

UPPERCASE LETTERS

(E.G., SAND CLAY)

ADJECTIVE

(E.G., SANDY, CLAYEY)

SOME

LITTLE

TRACE

>50%

20%-50%

15%-25%

5%-15%

0%-5%

MAJOR

SECONDARY

MINOR

NOTES: 1. PARTICLE SIZE IS DESIGNATED BY U.S. STANDARD SIEVE SIZES.

2. BECAUSE OF THE SMALL SIZE OF THE SPILT-SPOON SAMPLER RELATIVE TO THE SIZE OF GRAVEL, THE TRUE

PERCENTAGE OF GRAVEL MAY NOT BE ACCURATELY ESTIMATED.

DENSITY OR CONSISTENCY

THE STANDARD PENETRATION RESISTANCE VALUES (N-VALUES) ARE USED TO DESCRIBE THE DENSITY OF COARSE-GRAINED SOILS

(GRAVEL, SAND) OR THE CONSISTENCY OF FINE-GRAINED SOILS (SILT, CLAY). SANDY SILTS OF VERY LOW PLASTICITY MAY BE

ASSIGNED A DENSITY INSTEAD OF A CONSISTENCY.

DENSITY

TERM N-VALUE

VERY LOOSE

LOOSE

MEDIUM-DENSE

DENSE

VERY DENSE

0-4

5-10

11-30

31-50

>50

CONSISTENCY

TERM N-VALUE

VERY SOFT

SOFT

FIRM

STIFF

VERY STIFF

HARD

0-1

2-4

5-8

9-15

16-30

>30

NOTES: 1. THE N-VALUE IS THE NUMBER OF BLOWS OF A 140 LB. HAMMER FREELY FALLING 30 INCHES REQUIRED TO DRIVE A

STANDARD SPILT SPOON SAMPLER (2.0 IN. O.D., 1

IN. I.D.) 12 INCHES INTO THE SOIL AFTER PROPERLY SEATING

THE SAMPLER SIX INCHES.

2. WHEN ENCOUNTERED, GRAVEL MAY INCREASE THE N-VALUE OF THE STANDARD PENETRATION TEST AND MAY NOT

ACCURATELY REPRESENT THE IN-SITU DENSITY OR CONSISTENCY OF THE SOIL SAMPLE.

KEY TO BORING LOG SOIL CLASSIFICATIONS

GEOTECHNICAL:

1. THE BORING LOGS AND RELATED INFORMATION, INCLUDING WATER LEVELS, DEPICT CONDITIONS ONLY AT

THE SPECIFIC LOCATIONS AND AT THE PARTICULAR TIME DESIGNATED ON THE LOGS.

2. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS OCCURRING AT THESE SPECIFIC

BORING LOCATIONS. ANY ATTEMPT TO INTERPOLATE THE STRATIGRAPHIC CONDITIONS BETWEEN BORINGS

IS AT THE CONTRACTOR'S RISK.

3. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER CONDITIONS CAN BE INFLUENCED BY

SOURCES OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY SEASONAL RAINFALL, AND BY CHANGES IN

DRAINAGE CONDITIONS IN AND AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND SHOULD BE ANTICIPATED

BETWEEN THE TIME OF INVESTIGATION AND THE TIME OF CONSTRUCTION.

4. ADDITIONAL INFORMATION IS CONTAINED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT, WHICH

IS INCLUDED WITH THESE CONTRACT DOCUMENTS. IT IS STRONGLY RECOMMENDED

THAT BIDDERS CONSULT A GEOTECHNICAL ENGINEER REGARDING ITS USE OR APPLICATION TO THEIR INTENDED

CONSTRUCTION ACTIVITIES.

5. THE FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION DURING DRILLING ACTIVITIES AND THE MORE

DEFINITIVE RESULTS OBTAINED FROM THE LABORATORY TESTING. STRATIFICATION BOUNDARIES INDICATED ON

THE BORING LOGS ARE BASED ON OBSERVATIONS DURING DRILLING, AND EXTRAPOLATION OF INFORMATION

OBTAINED BY INSPECTING SAMPLES FROM THE BORINGS AND COMPARISONS OF SOILS WITH SIMILAR ENGINEERING

CHARACTERISTICS. LOCATIONS OF THESE BOUNDARIES ARE APPROXIMATE AND THE TRANSITIONS BETWEEN SOIL

TYPES MAY BE GRADUAL RATHER THAN CLEARLY DEFINED.

6. SOIL BORINGS AND DATA INDICATED ON DRAWINGS B-101 THROUGH B-107 WERE MADE AND LOGGED BY PERSONNEL OF

FROEHLING & ROBERTSON, INC. FROM CHESAPEAKE,

VIRGINIA ON THE DATE(S) IDENTIFIED ON THE BORING LOGS.

7. “N” REPRESENTS THE NUMBER OF BLOWS REQUIRED, AFTER SEATING 6 INCHES, TO ADVANCE A STANDARD PENETRATION TEST

SPLIT-SPOON SAMPLER A TOTAL OF 12-INCHES ACCORDING TO ASTM-D1586. ADJUSTMENTS IN BLOW COUNTS FOR DESIGN

MAY BE REQUIRED TO ACCOUNT FOR ENERGY VARIATIONS FROM HAMMER TYPE USED (CATHEAD OR AUTOMATIC TRIP HAMMER)

AS WELL AS OTHER PARAMETERS. THE METHOD EMPLOYED FOR OBTAINING THESE SAMPLES SHOULD BE IDENTIFIED ON

THE BORING LOGS AND WITHIN THE TEXT OF THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT.

8. ADDITIONAL SUBSURFACE INFORMATION MAY EXIST AT THE SITE FROM EITHER PRIOR CONSTRUCTION ACTIVITIES OR

FROM NEARBY FACILITIES. KNOWN SUBSURFACE INFORMATION, EITHER MADE AVAILABLE FROM THE GOVERNMENT, OR FROM

PRIOR IN-HOUSE BURNS & MCDONNELL STUDIES MAY HAVE BEEN RELIED UPON TO ASSIST IN DEVELOPING DESIGN

PARAMETERS. REFERENCES TO THE AVAILABLE INFORMATION ARE NOTED IN THE ENGINEER'S SUBSURFACE

INFORMATION DOCUMENT.

9. ADDITIONAL WATER LEVEL INFORMATION OBTAINED DURING DRILLING IS CONTAINED IN THE SUBSURFACE INFORMATION

DOCUMENT.

10. THE GROUND SURFACE ELEVATION AND COORDINATES OF THE BORINGS, WATER LEVELS, AND SOIL LAYERING

ARE APPROXIMATE AND SHOULD ONLY BE CONSIDERED ACCURATE TO THE DEGREE IMPLIED WITH BY METHODS

EMPLOYED OF SURVEYING AND MEASUREMENT, AS NOTED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT.

11. BIDDERS MUST CONTACT THE GOVERNMENT FOR THE PURPOSES OF PERFORMING ANY ADDITIONAL INVESTIGATION AT THE

SITE THAT THEY DETERMINE IS PERTINENT AND NECESSARY FOR DEVELOPING THEIR BIDS.

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SHEET

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DRAWFORM REVISION: 10 MARCH 2009

CHK

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APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

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A T

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John A. Moore, R.A.

568932

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AS NOTED

CAB CRJ DWR

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1. REFER TO SHT B-101 FOR BORING LOCATIONS.

2. REFER TO SHT B-102 FOR GEOTECHNICAL NOTES

AND LEGEND.

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1 2 3 4 5

1 2 3 4 5

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

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P P

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John A. Moore, R.A.

568932

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B-104

AS NOTED

CAB CRJ DWR

1. REFER TO SHT B-101 FOR BORING LOCATIONS.

2. REFER TO SHT B-102 FOR GEOTECHNICAL NOTES AND

LEGEND.

3. REFER TO SHT B-103 FOR SOIL BORING DATA SUMMARY.

F

R

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O I L

B

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L O

H E

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A

B

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1 2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

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F

A C

I L I T

I E

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R I N

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C

O M

M A

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DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

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John A. Moore, R.A.

568932

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B-105

AS NOTED

CAB CRJ DWR

F

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O I L

B

O R

I N

G

L O

H E

E

M O

L I T

I O

N

D

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D O

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2. REFER TO SHT B-102 FOR GEOTECHNICAL NOTES AND

LEGEND.

3. REFER TO SHT B-103 FOR SOIL BORING DATA SUMMARY.

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1 2 3 4 5

1 2 3 4 5

A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C

O M

M A

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DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

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John A. Moore, R.A.

568932

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AS NOTED

CAB CRJ DWR

F

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O I L

B

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L O

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M O

L I T

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2. REFER TO SHT B-102 FOR GEOTECHNICAL NOTES AND

LEGEND.

3. REFER TO SHT B-103 FOR SOIL BORING DATA SUMMARY.

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SHEET

NAVFAC DRAWING NO.

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DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

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John A. Moore, R.A.

568932

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AS NOTED

CAB CRJ DWR

F

R

S

O I L

B

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L O

H E

E

M O

L I T

I O

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2. REFER TO SHT B-102 FOR GEOTECHNICAL NOTES AND

LEGEND.

3. REFER TO SHT B-103 FOR SOIL BORING DATA SUMMARY.

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D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

T

E S

T

L

O C

A T

I O

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P

L

O

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E D

W e d n e s d a y

M a r a m

U

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R j a n a y a

N A

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BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

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T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

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E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-108

AS NOTED

AJS CRJ MJB

S

I L

I N

V E

S T

I G

A T

I O

N

T

E S

T

L O

C A

T I O

N

P

L A

N

D E

M O

L I T

I O

N

D

R Y

D O

C K

1. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY SHEETS

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEETS B-111 THROUGH B-128 FOR THE EXTENT OF BORING

LOGS, STANDPIPE PIEZOMETER OBSERVATION WELLS, CONSTRUCTION

LOGS, PIEZOMETER ELEVATIONS FROM DATALOGGERS AND

DOWN-HOLE, CPT CORRELATION EQUATIONS AND REFERENCES, SCPT

PROBE LOGS, CPT PROBE LOGS, DYNAMIC CPT DATA LOGS, DMT PROBE

LOGS, AND MASW GEOPHYSICAL SURVEY VELOCITY PROFILES RELATED

TO THE S&ME SUBSURFACE INVESTIGATION.

12715662

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C A

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H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

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N

A M

E

G

E N

E R

T

O

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W e d n e s d a y

M a r a m

U

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BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-109

AS NOTED

AJS CRJ MJB

S

I L

I N

V E

S T

I G

A T

I O

N

G

E N

E R

A L

N

O T

E S

D E

M O

L I T

I O

N

D

R Y

D O

C K

GEOTECHNICAL:

1. THE BORING LOGS, STANDPIPE PIEZOMETER OBSERVATION WELLS, PIEZOMETRIC ELEVATIONS, SCPT, CPT, DMT, MASW, AND RELATED INFORMATION, INCLUDING

WATER LEVELS AT SPECIFIC DATES, DEPICT CONDITIONS OBSERVED ONLY AT THE SPECIFIC LOCATIONS AND AT THE PARTICULAR DATE AND TIME DESIGNATED ON THE

LOGS/DOCUMENTS.

2. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS OCCURRING AT THESE SPECIFIC SUBSURFACE INVESTIGATION SAMPLING LOCATIONS. ANY

ATTEMPT TO INTERPOLATE THE STRATIGRAPHIC CONDITIONS BETWEEN BORINGS IS AT THE CONTRACTOR'S RISK.

3. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER CONDITIONS CAN BE INFLUENCED BY SOURCES OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY SEASONAL RAINFALL, AND BY CHANGES IN DRAINAGE CONDITIONS IN AND AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND SHOULD BE ANTICIPATED BETWEEN

THE TIME OF INVESTIGATION AND THE TIME OF CONSTRUCTION.

4. ADDITIONAL INFORMATION IS CONTAINED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT, WHICH IS INCLUDED WITH THESE CONTRACT DOCUMENTS. IT IS

STRONGLY RECOMMENDED THAT BIDDERS CONSULT A GEOTECHNICAL ENGINEER REGARDING ITS USE OR APPLICATION TO THEIR INTENDED CONSTRUCTION ACTIVITIES.

5. THE FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION DURING DRILLING ACTIVITIES AND THE MORE DEFINITIVE RESULTS OBTAINED FROM THE LABORATORY TESTING.

STRATIFICATION BOUNDARIES INDICATED ON THE BORING LOGS ARE BASED ON OBSERVATIONS DURING DRILLING, AND EXTRAPOLATION OF INFORMATION OBTAINED BY

INSPECTING SAMPLES FROM THE BORINGS AND COMPARISONS OF SOILS WITH SIMILAR ENGINEERING CHARACTERISTICS. LOCATIONS OF THESE BOUNDARIES ARE

APPROXIMATE AND THE TRANSITIONS BETWEEN SOIL TYPES MAY BE GRADUAL RATHER THAN CLEARLY DEFINED.

6. ALL SUBSURFACE INFORMATION PROVIDED ON DRAWINGS B-108 THROUGH B-128 WERE MADE AND LOGGED BY PERSONNEL OF S&ME HEADQUARTERED FROM THEIR MT.

PLEASANT, SOUTH CAROLINA OFFICE ON THE DATE(S) IDENTIFIED ON THE BORING LOGS, STANDPIPE PIEZOMETER, OBSERVATION WELL CONSTRUCTION LOGS, PIEZOMETER

ELEVATIONS FROM DATA LOGGERS AND DOWN-HOLE CPT CORRELATION EQUATIONS AND REFERENCES, SCPT PROBE LOGS, CPT PROBE LOGS, DYNAMIC CPT DATA LOGS, DMT

PROBE LOGS, MASW GEOPHYSICAL SURVEY VELOCITY PROFILES AND OTHER RELATED SUBSURFACE INFORMATION.

7. "N" REPRESENTS THE NUMBER OF BLOWS REQUIRED, AFTER SEATING 6 INCHES, TO ADVANCE A STANDARD PENETRATION TEST SPLIT-SPOON SAMPLER A TOTAL OF 12-INCHES

ACCORDING TO ASTM-D1586. ADJUSTMENTS IN BLOW COUNTS FOR DESIGN MAY BE REQUIRED TO ACCOUNT FOR ENERGY VARIATIONS FROM HAMMER TYPE USED (CATHEAD OR

AUTOMATIC TRIP HAMMER), AS WELL AS OTHER PARAMETERS. THE METHOD EMPLOYED FOR OBTAINING THESE SAMPLES SHOULD BE IDENTIFIED ON THE BORING LOGS AND WITHIN

THE TEXT OF THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT.

8. ADDITIONAL SUBSURFACE INFORMATION MAY EXIST AT THE SITE FROM EITHER PRIOR CONSTRUCTION ACTIVITIES OR FROM NEARBY FACILITIES. KNOWN SUBSURFACE INFORMATION, EITHER MADE AVAILABLE FROM THE GOVERNMENT, OR FROM PRIOR IN-HOUSE BURNS & MCDONNELL STUDIES MAY HAVE BEEN RELIED UPON TO ASSIST IN DEVELOPING DESIGN

PARAMETERS. REFERENCES TO SELECTIVE AND AVAILABLE INFORMATION ARE NOTED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT.

9. ADDITIONAL WATER LEVEL INFORMATION OBTAINED DURING OR AFTER DRILLING IS CONTAINED IN THE SUBSURFACE INFORMATION DOCUMENT.

10. THE GROUND SURFACE ELEVATION AND COORDINATES OF THE BORINGS, WATER LEVELS, AND SOIL LAYERING ARE APPROXIMATE AND SHOULD ONLY BE CONSIDERED

ACCURATE TO THE DEGREE IMPLIED WITH BY METHODS EMPLOYED OF SURVEYING AND MEASUREMENT, AS NOTED IN THE ENGINEER'S SUBSURFACE INFORMATION DOCUMENT.

11. BIDDERS MUST CONTACT THE GOVERNMENT FOR THE PURPOSES OF PERFORMING ANY ADDITIONAL INVESTIGATION AT THE SITE THAT THEY DETERMINE IS PERTINENT AND

NECESSARY FOR DEVELOPING THEIR BIDS.

12715663

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BRANCH MANAGER

CHIEF ENG/ARCH

DATE

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M E

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Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

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I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-110

AS NOTED

AJS CRJ MJB

S

I L

I N

V E

S T

I G

A T

I O

N

L A

B O

R A

T O

R Y

T

A

S

U M

M A

B

L E

S

D E

M O

L I T

I O

N

D

R Y

D O

C K

1. REFER TO SHEET B-108 FOR THE TEST LOCATION PLAN ASSOCIATED

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEETS B-111 THROUGH B-113 FOR SPECIFIC BORING LOGS

FROM WHICH THESE IDENTIFIED LABORATORY TESTS AND THEIR

RESPECTIVE SAMPLE ID NUMBERS, DEPTHS, ELEVATIONS, AND

REPRESENTATIVE MATERIAL DESCRIPTIONS WERE PERFORMED.

12715664

WOH

WOH

WOH

WOH

ASPHALT = 1.3 FEET

FILL: SILTY SAND (SM)

loose, light brown, fine

SILTY SAND (SM)

very loose to loose, light brown, fine

- - - Gray

CLAYEY SILT (ML)

firm, gray

Boring terminated at 25 ft

BORING DEPTH: 25.0 ft

LOGGED BY: J. Brandsen r d n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n n

R

E C

DATE DRILLED: 6/17/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES:

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465468

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-01

EASTING: 12128141

REMARKS

95.7

90.7

85.7

80.7

75.7 s t i n

R

U

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.7 ft

S

B

R

I N

G

L

S P

T G

J

M

E

G

8060302010

(blows/ft)

UD -1

UD-2

CONCRETE = .9 FEET

RIP RAP & CABC STONE

- - - SP-SM, wc = 2.3, fc= 6.8, LL = 18, PI = NP

SILTY SAND (SM)

loose, tan, fine to medium

- - - Wc = 7.2, fc = 11.8, LL = 20, PI = 4

- - - Gray, wc = 9.4, fc = 18.5, LL = 26, PI =6

- - - Very loose, greenish gray, fine, SC, wc =

34, fc = 32.4, LL = 32, PI = 17

- - - SC, wc = 32.1, fc = 41.8, LL = 39, PI = 24

- - - SC, wc = 26.2, fc = 33.6, LL= 30, PI = 15

SANDY CLAY (CH)

very soft to soft, greenish gray

- - - With some shell and wood fragments

- - - With shells, wc = 42.7, fc = 74.0, LL = 53, PI = 35

- - - SC, wc = 32.1, fc = 49.1, LL = 36, PI = 23

YORKTOWN: SILTY SAND (SM)

medium dense, greenish gray, with some shell

- - - Wc = 26, fc = 22.1, LL = 33, PI = 8

- - - Light brown, high shell content, wc = 30.7, fc = 13.1, LL = 27, PI = NP

BORING DEPTH: 100.0 ft

LOGGED BY: A. Culpepper n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 11/5/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 18-20 (2) 36-38 {No

Recovery} (3) 68-70

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465415

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-02

EASTING: 12128431

REMARKS

95.4

90.4

85.4

80.4

75.4

70.4

65.4

60.4

55.4

50.4 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.4 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

UD-3

- - - Greenish gray, fine, with shell, wc = 29.6, fc

= 12.7, LL = 23, PI = NP

YORKTOWN: SILTY SAND (SM)

medium dense, greenish gray, with some shell

(continued)

- - - Increase shell framents, SC, wc = 28.8, fc =

19.0, LL = 27, PI = NP

- - - Loose, wc = 31.5, fc = 23.9, LL = 26, PI = 3

- - - SC, wc = 19.9, fc = 26.2, LL = 28, PI = 7

- - - Medium dense, wc = 32.1, fc = 25.7, LL =

27, PI = NP

- - - Wc = 31.9, fc = 25.7, LL = 27, PI = NP

- - - Wc = 31.1. fc = 29.3, LL = 28, PI = NP

- - - SC, wc = 30.1, fc = 30.9, LL = 29, PI = 10

- - - Wc = 29.4. fc = 19.4, LL = 21, PI = NP

- - - Wc = 29.4, fc = 19.4, LL = 21, PI = NP

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: A. Culpepper n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 11/5/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 18-20 (2) 36-38 {No

Recovery} (3) 68-70

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465415

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-02

EASTING: 12128431

REMARKS

40.4

35.4

30.4

25.4

20.4

15.4

10.4

5.4

0.4 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.4 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

YORKTOWN: SILTY SAND (SM)

medium dense, gray, fine, with shell (continued)

- - - Dense

- - - Medium dense

- - - Loose

- - - Medium dense

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d i n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/12/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: No recovery at 28.5 and 38.5 ft due to wood fragments.

Tubes : (1) 7.5-9.5 {6 in. Recovery} (2) 31.0-33.0

{No Recovery} (3) 41.0-43.0 {No Recovery}

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465216

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-05

EASTING: 12128396

REMARKS

40.4

35.4

30.4

25.4

20.4

15.4

10.4

5.4

0.4 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.4 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

STANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATA

WOH

50/0.5"

WOH

WOH

50/0.5"

WOH

UD-1

UD-2

UD-3

ASPHALT = .4 FEET

CONCRETE = .7 FEET

FILL: CLAYEY SAND (SC)

loose, light brown, fine

CLAYEY SAND (SC)

very loose, gray, fine, gravel layer between

12'&16'

- - - Wc = 4.9, fc = 39.2, LL = 26, PI = 8

- - - Medium dense

- - - Very dense, no recovery

SANDY SILT (ML)

very soft to firm, gray

SILTY SAND (SM)

dense, gray, fine

- - - Medium dense, light gray to brown

YORKTOWN: SILTY SAND (SM)

medium dense, gray, fine, with shell

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d i n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/12/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: No recovery at 28.5 and 38.5 ft due to wood fragments.

Tubes : (1) 7.5-9.5 {6 in. Recovery} (2) 31.0-33.0

{No Recovery} (3) 41.0-43.0 {No Recovery}

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465216

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-05

EASTING: 12128396

REMARKS

95.4

90.4

85.4

80.4

75.4

70.4

65.4

60.4

55.4

50.4 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.4 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

STANDARD PENETRATION TEST DATA

(blows/ft)

STANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATA

SILTY SAND (SM)

medium dense, brown, fine (continued)

YORKTOWN: SILTY SAND (SM)

dense, greenish gray, fine to medium, with some shell fragments

- - - Medium dense

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d i n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/4/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 13.5-15.5 (2) 33.5-35.5

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3464964

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-13

EASTING: 12128082

REMARKS

41.0

36.0

31.0

26.0

21.0

16.0

11.0

6.0

1.0 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 101.0 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

STANDARD PENETRATION TEST DATA

(blows/ft)

F I L

E

N

A M

E

J N

N S

Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

S

E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-111

AS NOTED

AJS CRJ MJB

S

I L

B

O R

I N

G

L O

P T

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY SHEETS

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

12715665

NORTHING: 3465171

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-06

EASTING: 12128640

REMARKS

95.3

90.3

85.3

80.3

75.3

70.3

65.3

60.3

55.3

50.3 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.3 ft

S

R

I N

G

L

S P

T G

M

E

G

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

UD-1

UD-2

UD-3

UD-4

UD-5

ASPHALT = .3 FEET

CONCRETE = .6 FEET

CLAYEY SAND (SC)

very loose, gray, fine

SANDY CLAY (CH)

very soft, greenish gray

- - - Wc = 39.9, fc = 84.6, LL = 84, PI = 55

- - - SC, wc = 28.9, fc = 47.3, LL = 40, PI = 24

- - - SC, wc = 35.7, fc = 49.9, LL = 53, PI = 36

- - - Wc = 33.5, fc = 57.3, LL = 66, PI = 43

SILTY SAND (SM)

medium dense, gray, fine

- - - Loose

YORKTOWN: SILTY SAND (SM)

medium dense, gray, fine, with some shell fragments

- - - CH, wc = 41.7, fc = 89.7, LL = 50, PI = 32

- - - Wc = 22.6, fc = 21.1, LL = 28, PI = 3

- - - Dense

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 6/11/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (To 23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 6.0-8.0 (2) 13.5-15.5 (3)

23.5-25.5 (4) 28.5-30.5 (5) 43.5-45.5

UD-3 from 23.5-24 ft had timber

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

8060302010

(blows/ft)

YORKTOWN: SILTY SAND (SM)

medium dense, gray, fine, with some shell fragments (continued)

- - - Medium dense

- - - Loose

- - - Medium dense

- - - Dense

- - - Medium dense

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 6/11/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (To 23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 6.0-8.0 (2) 13.5-15.5 (3)

23.5-25.5 (4) 28.5-30.5 (5) 43.5-45.5

UD-3 from 23.5-24 ft had timber

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465171

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-06

EASTING: 12128640

REMARKS

40.3

35.3

30.3

25.3

20.3

15.3

10.3

5.3

0.3 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.3 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

WOH

WOH

WOH

UD-1A

UD-1B

UD-1

UD-2

ASPHALT = .3 FEET

CONCRETE = .7 FEET

FILL: CLAYEY SAND (SC)

very loose, light brown, fine

SANDY CLAY (CH)

very soft, gray

- - - Wc = 47.4, fc = 65.0, LL = 59, PI = 40

- - - Wc = 34.7, fc = 64.3, LL = 54, PI = 34

- - - Firm

SANDY SILT (ML)

soft, gray, with some shell fragments

YORKTOWN: CLAYEY SILT (MH)

very soft to soft, gray

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/6/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: No recovery at 93.5 due to wood fragments

Tubes: (1A) 3.5-5.5 {No Recovery} (1B) 8.5-10.5

(1) 18.5-20.5 (2) 28.5-30.5

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465155

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-07

EASTING: 12128804

REMARKS

95.5

90.5

85.5

80.5

75.5

70.5

65.5

60.5

55.5

50.5 s t

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.5 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

UD-1

UD-2

UD-3

UD-4

UD-5

UD-6

ASPHALT = .2 FEET

CONCRETE = .9 FEET

SILTY SAND (SM)

very loose, gray, fine

SILTY CLAY (CH)

very soft to soft, gray

- - - Wc = 79.2, fc = 80.2, LL = 69, PI = 42

- - - Wc = 56.7, fc = 99.0, LL = 88, PI = 58

- - - Wc = 67.7, fc = 84.7, LL = 76, PI = 49

- - - CL, wc = 62.3, fc = 85.2, LL = 47, PI = 28

- - - Wc = 59.3, fc = 91.3, LL = 77, PI = 53

- - - CL, wc = 43.5, fc = 80.1, LL = 46, PI = 27

SILTY SAND (SM)

loose, light gray and brown, fine to coarse

- - - Medium dense, brown, fine, with some shell fragments

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d i n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/18/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 26-28 (2) 28-30 (3) 30-32

(4)32-34 (5) 34-36 (6) 36-38

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465231

WATER LEVEL: 16 ft in OSP-08 At Time of Drilling

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-08

EASTING: 12128265

REMARKS

95.8

90.8

85.8

80.8

75.8

70.8

65.8

60.8

55.8

50.8 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.8 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

YORKTOWN: CLAYEY SILT (MH)

very soft to soft, gray (continued)

YORKTOWN: SILTY SAND (SM)

medium dense, greenish gray, fine to medium

YORKTOWN: CLAYEY SILT (MH)

firm, greenish gray, with some shell fragments

YORKTOWN: SILTY SAND (SM)

medium dense, greenish gray, fine, with some shell fragments

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d i n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/6/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: No recovery at 93.5 due to wood fragments

Tubes: (1A) 3.5-5.5 {No Recovery} (1B) 8.5-10.5

(1) 18.5-20.5 (2) 28.5-30.5

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465155

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-07

EASTING: 12128804

REMARKS

40.5

35.5

30.5

25.5

20.5

15.5

10.5

5.5

0.5 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.5 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

YORKTOWN: SILTY SAND (SM)

medium dense, greenish gray, fine to medium, with some shell fragments (continued)

- - - Dense

- - - Medium dense

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen r d i n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n d i n

R

E C

DATE DRILLED: 6/18/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 26-28 (2) 28-30 (3) 30-32

(4)32-34 (5) 34-36 (6) 36-38

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3465231

WATER LEVEL: 16 ft in OSP-08 At Time of Drilling

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-08

EASTING: 12128265

REMARKS

40.8

35.8

30.8

25.8

20.8

15.8

10.8

5.8

0.8 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 100.8 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

F I L

E

N

A M

E

J N

N S

Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

S

E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-112

AS NOTED

AJS CRJ MJB

S

I L

B

O R

I N

G

L O

P T

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

1. REFER TO SHEET B-108 FOR THE TEST LOCATION PLAN

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL

NOTES PERTAINING TO S&ME'S SUBSURFACE

INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY

SHEETS ASSOCIATED WITH S&ME'S SUBSURFACE

INVESTIGATION.

12715666

50/1.5"

50/1.5"

UD-1

UD-2

ASPHALT = .4 FEET

GRAVEL = .6 FEET

SILTY SAND (SM)

very loose, gray, fine to medium, CL, wc = 30.9.

fc = 54.2, LL = 47, PI = 29

- - - Greenish gray, wc = 8.4, fc = 21.0. LL = 18, PI = NP

SANDY CLAY (CH)

very soft, dark gray to greenish gray, wc = 42.5, fc = 59.8, LL = 53, PI = 33

- - - SC, wc = 47.6, fc = 48.5, LL = 46, PI = 21

- - - Dark greenish gray, SC, wc = 24.8, fc =

20.2. LL = 52, PI = 23

- - - Silt layer, dark gray, brick/wood/granite fragments

- - - SC, wc = 35.1, fc = 43.8, LL = 83, PI = 55

- - - Very stiff, SC, wc = 30.2, fc = 16.7, LL = 18, PI = NP

- - - Firm, dark gray, SC, wc = 80.3, fc = 43.0, LL = 29, PI = 13

- - - Hard, brick/wood/granite fragments

Boring terminated at 36.4 ft due to auger refusal

BORING DEPTH: 36.4 ft

LOGGED BY: A. Culpepper n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 11/7/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 5-7 (2) 18-20

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3464876

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-12

EASTING: 12128699

REMARKS

96.4

91.4

86.4

81.4

76.4

71.4

66.4 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 101.4 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

50/0.1"

50/.4"

50/0.1"

50/.4"

UD-1

UD-2

CONCRETE = .9 FEET

RIP RAP & CABC STONE

CLAYEY SAND (SC)

very loose, gray, fine to medium

- - - Wc = 25.3, fc = 29.1, LL = 36, PI = 19

CLAYEY SILT (MH)

firm, gray

CLAYEY SAND (SC)

very loose to loose, gray, fine, with some shell fragments

- - - CH, wc = 46.6, fc = 85.1, LL = 58, PI = 36

SILTY SAND (SM)

medium dense, brown, fine

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 6/4/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 13.5-15.5 (2) 33.5-35.5

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3464964

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-13

EASTING: 12128082

REMARKS

96.0

91.0

86.0

81.0

76.0

71.0

66.0

61.0

56.0

51.0 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 101.0 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

(blows/ft)

STANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATASTANDARD PENETRATION TEST DATA

SILTY SAND (SM)

medium dense, brown, fine (continued)

YORKTOWN: SILTY SAND (SM)

dense, greenish gray, fine to medium, with some shell fragments

- - - Medium dense

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: J. Brandsen n

R

Q D

G R

A P

H I C

L O

G

N

V

A L U

E

D E

P T

H f e e t

NOTES:

n

R

E C

DATE DRILLED: 6/4/13

DRILL RIG: D-50

DRILLER: M. Mosley

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon and Shelby tube

DRILLING METHOD: 3 1/4 H.S.A. (23.5)/Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Tubes : (1) 13.5-15.5 (2) 33.5-35.5

S&ME Project No. 1131-13-215

NNSY Drydock Closures

Portsmouth, Virginia

NORTHING: 3464964

WATER LEVEL: See Data Logger

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

SPT-13

EASTING: 12128082

REMARKS

41.0

36.0

31.0

26.0

21.0

16.0

11.0

6.0

1.0 s t i n

R

L E

V A

T I O

N f e e t N

N S

D

W A

T E

R

L E

V E

L

S A

M P

S A

M P

P

E

BLOW COUNT

/ CORE DATA

ELEVATION: 101.0 ft

S

R

I N

G

L

S P

T G

M

E

G

8060302010

STANDARD PENETRATION TEST DATA

(blows/ft)

F I L

E

N

A M

E

J N

N S

Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

S

E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-113

AS NOTED

AJS CRJ MJB

S

I L

B

O R

I N

G

L O

P T

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY SHEETS

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

12715667

L

E

N

A M

E

J N

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Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

O

B S

E R

V A

T I O

N

W

E L

L

S

H E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-114

AS NOTED

AJS CRJ MJB

S

A

N D

P I P

E

P

I E

Z O

M E

T E

R

O

B S

E R

V A

T I O

N

W

E L

W

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY

SHEETS ASSOCIATED WITH S&ME'S SUBSURFACE

INVESTIGATION.

12715668

L

E

N

A M

E

J N

N S

Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

O

B S

E R

V A

T I O

N

W

E L

L

S

H E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-115

AS NOTED

AJS CRJ MJB

S

A

N D

P I P

E

P

I E

Z O

M E

T E

R

O

B S

E R

V A

T I O

N

W

E L

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY

SHEETS ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

12715669

L

E

N

A M

E

J N

N S

Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

L a y o u

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-116

AS NOTED

AJS CRJ MJB

S

E

Z O

M E

T E

R

E

L E

V A

T I O

O

M

D

A T

A L O

G G

E R

S

J A

N U

A R

Y

C

O N

T O

U R

S

D E

M O

L I T

I O

N

D

R Y

D O

C K

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY SHEETS

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

4. REFER TO SHEET B-116 (S&ME'S FIGURE 20) FOR APPROXIMATE

GROUNDWATER PIEZOMETER CONTOURS CREATED BY S&ME

PERSONNEL FROM ONE-DAY DOWN-HOLE MANUAL WATER LEVEL

READINGS OBTAINED FROM ALL NINE STANDPIPE PIEZOMETER

OBSERVATION WELLS ON JANUARY 28, 2014 UPON REMOVAL OF ALL

DATALOGGERS FROM THE SITE.

12715670

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C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

S

H E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

R T

S M

O U

T H

V

I R

G I N

B-117

AS NOTED

AJS CRJ MJB

S

C

R

R E

L A

T I O

Q U

A T

I O

F

E R

E N

C E

S

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEETS B-119 THROUGH B-126 FOR FINDINGS RELATED TO

SCPT PROBE LOGS, CPT PROBE LOGS, DYNAMIC CPT DATA

OBSERVATIONS PERTAINING TO ALL CPT CORRELATIONS EQUATIONS

AND REFERENCES FOR THE PREPARATION OF S&ME'S SUBSURFACE

INVESTIGATION.

12715671

B-118

AS NOTED

AJS CRJ MJB

S

R

R E

L A

T I O

Q U

A T

I O

F

E R

E N

C E

S

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

I L

E

N

A M

E

J N

N S

Y C

I F

C n a l

D e s i g n

C o n t r a c t

C A

D D

G E

O T

E C

H D r y d o c k

S

M

E

D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

S

H E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

L

A N

T I C

H A

M P

T O

N

R

O A

T N

O R

F O

L K

V

I R

G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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568932

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I A

1. REFER TO SHEET B-108 FOR THE TEST LOCATION PLAN ASSOCIATED

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEETS B-119 THROUGH B-126 FOR FINDINGS RELATED TO

SCPT PROBE LOGS, CPT PROBE LOGS, DYNAMIC CPT DATA

OBSERVATIONS PERTAINING TO ALL CPT CORRELATIONS EQUATIONS

AND REFERENCES FOR THE PREPARATION OF S&ME'S SUBSURFACE

INVESTIGATION.

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H D r y d o c k

S

M

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D o w n l o a d

N

N S

Y

F i l e s P

D

R Y

D

B d

Y

O U

T

N

A M

E

S

C P

T

S

H E

O

T T

E D

W e d n e s d a y

M a r a m

U

S E

R j a n a y a

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

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H A

M P

T O

N

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F O

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V

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G I N

I A

PM

BRANCH MANAGER

CHIEF ENG/ARCH

DATE

D E

P A

R T

M E

T

V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

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N G

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R I N

G

C

O M

M A

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DES DRW

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

John A. Moore, R.A.

568932

N O

R F

O L

K

N

A V

I P

Y A

R D

P O

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G I N

B-119

AS NOTED

AJS CRJ MJB

S

I S

M

N

E

P

E N

E T

R A

T I O

N

T

E S

T

P

R O

B E

S

S

C P

T

S H

E E

T

D E

M O

L I T

I O

N

D

R Y

D O

C K

WITH S&ME'S SUBSURFACE INVESTIGATION.

2. REFER TO SHEET B-109 FOR GENERAL GEOTECHNICAL NOTES

PERTAINING TO S&ME'S SUBSURFACE INVESTIGATION.

3. REFER TO SHEET B-110 FOR LABORATORY DATA SUMMARY SHEETS

ASSOCIATED WITH S&ME'S SUBSURFACE INVESTIGATION.

4. REFER TO SHEET B-117 AND SHEET B-118 FOR CPT CORRELATION

EQUATIONS AND REFERENCES USED BY S&ME TO DEVELOP RELATED

SCPT, CPT, AND DYNAMIC CPT DATA OBSERVATIONS.

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