GeoTech Dsize Drawing.pdf

11/08/19

N

1A

D E

P T

H

F E

E T

D E

P T

H F

E E

T

45 45

50 50

55 55

60 60

65 65

11/06/19

WOH

N

70 70

75 75

80 80

85 85

90 90

50/5

11/08/19

N

1A

11/05/19

N

1D

50/5

11/05/19

N

8D

HAND

AUGER

HAND

AUGER

23 16

1B

1B

6B

1B

5C

6C

5B

WITH TRACE SHELL

TO 1/8-INCH SIZE

WITH TRACE SHELL

TO 1/8-INCH SIZE

WITH LITTLE SHELL

WITH TRACE SHELL

WITH SOME SHELL

1B

1B

6C

5C

6B

5B

WITH

1B

WITH

1B

WITH

1B

WITH 5B

WITH SOME SHELL

WITH SOME SHELL

WITH TRACE SHELL

1B

5A

5B

6C

5B

4C

1B

WATER

WITH TRACE SHELL

WITH FEW SHELL

WITH TRACE SHELL

TO 1-INCH SIZE

WITH SOME SHELL

MOSTLY CEMENTED

NODULES WITH SHELL

WITH SOME SHELL

WITH TRACE SHELL

NO RECOVERY,

ASSUME SILTY

CLAYEY FINE SAND

WITH LITTLE SHELL

1B

2B

6C

3B

4C

6C

4C

5B

2A

WATER

WITH

1B

WITH LITTLE SHELL

WITH SOME SHELL

TO 1-INCH SIZE

WITH TRACE

AND SHELL

WITH SOME SHELL

WITH TRACE SHELL

WITH LITTLE SHELL

WITH SOME SHELL

WITH TRACE SHELL

8D

CEMENTED WITH LENSES

AND TRACE SHELL

5B

WITH TRACE SHELL

50/0.5

WATER

5B

1B

1B

6C

5B

6C

5C

5A

1B

WITH

1B

WITH

1B

WITH LITTLE SHELL

WITH TRACE SHELL

WITH LITTLE SHELL

WITH CEMENTED

NODULES

WITH SOME SHELL

WITH TRACE SHELL

WITH

1B

-200: 98

NM: 72

LL: 109

PI: 72

-200: 58

NM: 36

-200: 48

NM: 32

-200: 1

NM: 19

-200: 13

NM: 31

-200: 2

NM: 23

-200: 34

NM: 27

-200: 22

NM: 35

-200: 94

NM: 60

LL: 83

PI: 57

-200: 2

NM: 27

-200: 8

NM: 26

-200: 3

NM: 23

2B

CASING TO 25 FEET CASING TO 25 FEET CASING TO 25 FEET

-200: 93

NM: 64

LL: 93

PI: 63

-200: 57

NM: 50

-200: 21

NM: 37

1D

2D

2B

WITH TRACE SHELL

-200: 4

NM: 32

OC: 1

-200: 5

NM: 29

-200: 6

NM: 27

-200: 12

NM: 29

-200: 86

NM: 50

-200: 46

NM: 39

LL: 53

PI: 34

-200: 5

NM: 18

OC: 2

-200: 3

NM: 20

-200: 5

NM: 29

-200: 18

NM: 42

-200: 92

NM: 69

-200: 43

NM: 33

LL: 49

PI: 29

-200: 84

NM: 55

-200: 51

NM: 98

OC: 4

-200: 2

NM: 23

BORING LOCATION PLAN

4. THE SITE PLAN FOR THE BORING LOCATION PLAN WAS OBTAINED FROM THE CLIENT

AND IS TITLED "CM1 CONCEPTUAL SITE PLAN", DATED OCTOBER, 2019.

SITE LOCATION MAP

-200 PERCENT PASSING NO. 200 SIEVE SIZE (PERCENT FINES)(ASTM D-1140)

STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT

NATURAL MOISTURE CONTENT IN PERCENT (ASTM D-2216)

PLASTICITY INDEX (ASTM D-4318)

GROUNDWATER LEVEL MEASURED ON DATE DRILLED

SAMPLER ADVANCED BY STATIC WEIGHT OF HAMMER AND RODS ONLY

50 BLOWS FOR 3-INCHES PENETRATION INTO SOIL

ORGANIC CONTENT IN PERCENT (ASTM D-2974)

WOH

LIQUID LIMIT (ASTM D-4318)

PI

50/3

LL

NM

OC

N

STANDARD PENETRATION TEST (SPT) BORING LOCATION

SILTY CLAYEY FINE SAND (SM/SC)

FINE SAND WITH SILT (SP-SM)

CLAYEY FINE SAND (SC)

SILTY FINE SAND (SM)

SANDY CLAY TO CLAY (CL/CH)

ORGANIC MUCK (OH)

LIGHT GRAY TO GRAY

LIGHT BROWN TO BROWN

GRAY TO GREENISH GRAY

D

B

C

SOIL DESCRIPTIONS

FINE SAND (SP)

LEGEND

COLORS

A

I COHESIONLESS SOILS

II COHESIVE SOILS

UNCONFINED COMPRESSIVE

STRENGTH, QU, TSF

STIFF

VERY STIFF

HARD

VERY SOFT

MEDIUM STIFF

DESCRIPTION

SOFT

VERY LOOSE

MEDIUM DENSE

VERY DENSE

DESCRIPTION

LOOSE

DENSE

8 TO 151 TO 2

2 TO 4

>4

15 TO 30

>30

>50

BLOW COUNT "N"

30 TO 50

10 TO 30

4 TO 10

<4

1/2 TO 1

1/4 TO 1/2

<1/4

2 TO 4

BLOW COUNT "N"

<2

4 TO 8

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487)

ENGINEERING CLASSIFICATION

NOTES: 1.

SP,SP-SM

SM,SC,CH

3 1/2-INCH DIAMETER TEMPORARY STEEL CASING

CONTENT

TRACE: <5%

FEW: 5 TO 10%

LITTLE: 15 TO 25%

SOME: 30 TO 45%

MOSTLY: 50 TO 100%

UPON COMPLETION OF EACH SPT BORING, THE BOREHOLE WAS GROUTED

WITH CEMENT-BENTONITE SLURRY.

2. ALL SPT BORINGS WERE PERFORMED USING AN AUTOMATIC HAMMER TO THE

BORING TERMINATION DEPTH. AUTOMATIC HAMMER N-VALUES MAY BE

CONVERTED TO EQUIVALENT SAFETY HAMMER N-VALUES BY MULTIPLYING BY 1.24.

SHELL FRAGMENTS TO 1-INCH SIZE

3. SHELL TO 1/2-INCH SIZE UNLESS NOTED OTHERWISE ON THE BORING PROFILE.

SOIL BORING PROFILES

OBTAINED FROM U.S.G.S. QUAD MAP: NEW SMYRNA, FLORIDA 1956

(REVISED 1993)

SECTIONS 5 & 32

RANGE 34 EAST

TOWNSHIPS 16 & 17 SOUTH

WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR

RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS

CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND MAY

BE ENCOUNTERED. THE BORING LOGS AND RELATED INFORMATION ARE BASED ON THE

DRILLER'S LOGS AND VISUAL EXAMINATION OF SELECTED SAMPLES IN THE LABORATORY. THE

DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE

DESCRIPTION REPRESENTS OUR INTERPRETATION OF SUBSURFACE CONDITIONS AT THE

DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED.

GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER

SURFACES ENCOUNTERED ON THE DATES SHOWN. FLUCTUATIONS IN WATER TABLE LEVELS

SHOULD BE ANTICIPATED THROUGHOUT THE YEAR.

DARK GRAY OR DARK BROWN

CBR LOCATION

www.tetratech.com

19803 North Creek Parkway

BOTHELL, WA 98011

PHONE: (425) 482-7600 FAX: (425) 482-7652

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APPROXIMATE SITE LOCATION

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CBR-1

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U. S. COAST GUARD

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FACILITIES DESIGN &

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CONSTRUCTION CENTER

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5505 ROBIN HOOD ROAD SUITE K

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NORFOLK, VIRGINIA 23513-2431

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19645506.DWG

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CD

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VG

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AS SHOWN

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REBUILD UPH

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USCG STATION PONCE DE LEON INLET

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NEW SMYRNA BEACH, FL.

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GEOTECHNICAL EXPLORATION

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BORING LOCATION/PROFILES

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APPROVING OFFICER

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TECH. DIRECTOR

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BRANCH CHIEF

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MARK

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DESCRIPTION

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DATE

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ISSUE

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CONSULTANTS

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100%%% SUBMITTAL

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