WH Geotech Southport Channel.pdf

I Hole No, BHCC-06-V-2

MAR 71

DRILLING LOG IDIVISION II;"T ALLATION

SOUTH ATLANTIC

1 PROJECT 10 SIZE

WILMINGTON-INNER - OUTER HARBOR

11 DATUM

2. LOCATIOl'" tcoaatrateo or Station) MI.LW NC Coord, E 2298417 N 56690 NAD 83

,~ MANUF ACTURER'S

3 DRILLING AGENCY VIBRA

WILMINGTON DISTRICT'

13, TOTAL

4 HOLE NO, (As sroen on drawing title BHCC-06-V-2 BURDEN and (lie number)

14 TOT AL NUMBER

5 NAME OF DRILLER

LESTER GAUGHF CRANE OPERATOR 15 ELEVATION

6 DIRECTION OF HOLE

10 DATE

I)j VER TICAL 0 INCLINED DEC. FROM VERT

17, ELEVATION

7 THICKNESS OF OVERBURDEN N/A ( 42,0' of Water) 18, TOTAL

B DEPTH DRILLED INTO ROCK 0,0' 19, SIGNATURE OF

9, TOTAL DEPTH OF HOLE 62,0' LARRY

CLASSIFICATION OF MATERIALSELEVATION DEPTH LEGEND

(Description)

MIcLW feet c d

0_

0.0 1 TO 420' WATER-

42(\ RIVER BOTTOM AT 420'-42,0

- • SP Ton, c oor se po orly groded- .

sand With shell fragments-

44.g.::: · .

- Trace of shell fragments-

46 g.::: · .

I - I

48.~

50.~

52~

54.G --54,0

CONTINUE ON SHEET 2-

- SOILS ARE FIELD VISUALLY

- CLASSIFIED IN ACCORDANCE

-, WITH THE UNIFIED SOIL -

I

CLASSIFICATION SYSTEM-

ENG FORM1836 PREVIOUS EDITIONS ARE OBSOLETE, WI[MINCTOI\J INNER 'BHCC-06-V-2

OUTER HARBOR

I~HEET 1

WILMINGTON DISTRICT OF ':1 ~,HEETS

OF BIT 4" Dio, Vibr oc or e £LEVATIOIIl SHOWflTBM or AlSLJ

DESIGNATION OF DRILL

SNELL

OVER ,DISTURBED ,UNOISTURBED

TAKEN 6 0

CORE BOXES I~/ A

GROUND WATER N/A

'STARTED ,COMPLETED

5/20/2006 5/20/2006

OF HOLE 00' MLLW

CORE RECOVERY FOR BORING N/A I

INSPECTOR

BEN,IAMIN

BOX OR REMARKS

SAMPLE rDrllJlng ttme,water loss. depth of

NO, weattertnq. etc.. if sh)nffirirlflf) I 0

Tirne begin vibrororino I I

1015 hrs, I- Soils described by Lorl'Y I-

Benjamin, Civil Engl , Tech, NOTE: I

I

420' Scale changed at 42,0', I

1 I --- I 42 5' I

NOTE: TOP OF HOLE is de' I-fined as sur t oce of water I-and compensation is made I-for the tide such that I 440' l-top of Hole is 0,0 EL MLLW I- 2 I

I

VIBRACORE BORING I-

Fl'om 0.0' to 200' I I-

Ran 20 0' Rec: 1", 0' ~

I I

460' I- Top of vibr or.or e s oii I-

3 sample IS logged as be l-qmrunq at Ocean Bottom I-

46,5' I- When Run is gl'eCiter than I- Recovery, the differ ence I-

I-is depicted CIS Assumed I- Not Recovel'ed, I

I- I-

"¥ I~~ I-

LAB CLASSIFICATION l- I- I- Jar I-

Number Classification I

1 SP I-

I-

2 SF' I

3 SP I

I

4 SP I-

Ilf

NOTE: r-'

HOLE TERMINATED r- I

AT PREDETERMINED l- I-

AT 20,0' I-DEPTH I-

l- I I- I- I- I r- I I f- L

---L r-r-

I I

I

I

530'

5 -- 53.5'

L_

AND TYPE

FOR

CORE

NO, OF

SAMPLES

HOLE

TOP

I CORE

RECOV

ERY

I

ELEVATION TOP OF HOLE

DRILLING LOG (Cant SheetJ 00' MLLW

I Hole No. BHCC-06-V-2 PRG,/ECT IINSTALLATION lSHEET 2

WILMINGTON INNER OUTER HARBOR WILMINGTON DISTRICT IOF 2 SHEETS

CLASSIFICATION OF MATERIALS ELEVATION DEPTH LEGEi<D rDescriptlon)

54"0 l SP Tan, coarse poorly graded sand, troce of shell fr cqrrients

56~

570'-57 0

NO RECOVERY

8.0.-=

150.0-=

-62.0 152.0- ] IMH~"

DU I I UIVI OF HOLE AT 62.0'

SOILS ARE FIELD VISUALLY

CLASSIFIED IN ACCORDANCE

WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

REMARI<S

RECOV

I CORE IBOX OR I

SAMP.LE rDrlllfng time. water 10$s. dept/) of ERY NO weattertrq. etc.. If slgnlflcant}

I , 15~0'

56.5'

I

I I, f-r !HOLE NO. ENG FORM 1836 - A PREVIOUS EDITiONS ARE OBSOLETE. PR'WfEMINGTON INNER BHCC-06-V-2

MAR 71 OUTER HARBOR

l

100 U.S. Standard Sieve Oneninn in Millimeters

7l> f',."", ~2

\ 1.L l- I:

~O 3= >m

II:

1150 z ii:

l-z w ~O W D..

1 O~

I ~ .71

1\ '1\0 50 , \ .35

100 10 1GRAIN SIZE IN MILLlMETERSl·1

I'll n~'4

0.01 0.001

Sample No.

Depth (It)

42-42.5

Classification

Olive gray poorly graded sand with some

Project Area

USACOE

Wilmington Inner/Outer Harbor shells, SP 38.34% Shells CATLIN Geotechnical laboratory

Boring No. BHCC-06-V-2

Date 7/3/2006

100 u.s. Standard Sieve Onenlna in Millimeters

~ .76 r-, n

K

I J:

~O 3:

> m

II:

lqjO Z u::

l-z w ~O W l1.

\ 1.'

1 0)

I ~ .71

1\ fvV

'\ '."0

~O 25

~Hj

100 10 1GRAIN SIZE IN MILLIMETERSJ·1

r 0 4

0.01 0.001

Sample No.

Depth (ft)

44-44.5

Classification

Olive gray poorly graded sand with some

Project Area

USACOE

Wilmington Inner/Outer Harbor shells, SP 38.71% Shells CATLIN Geotechnical Laboratory

100 U.S. Stan ard Sieve Ooenlna in Millimeters

'\.1.4

80 \

~ , ..,11 i\

1\ nl<::n I 1\J:

~O \3: D.35

> ,m a:

~O z

~ii:

I

\0 z w ~O 25 w

D.

~ 0.18

\..0 ? CO 4 0

100 10 1GRAIN SIZE IN MILLIMETERSJ·1 0.01 0.001

Sample No. Depth (ft) Classification Project USACOE

3 46-46.5 Olive gray poorly graded sand with little Area Wilmington Inner/Outer Harbor shells, SP 14.72% Shells CATLIN Geotechnical Laboratory

100 U.S. Standard Sieve Oneninn In MlllimAters

~ .76 i"o...

x 80 \

\ 1.L 1

70 \

I \1:

~O , >m a:

U50 z ii: lI , Z W

~O 1\w

II..

30 ~ \0 50

20 ~

~ 25

N.:18 C.O 4 0

100 10 1GRAIN SIZE IN MILLIMETERSl·1 0.01 0.001

Sample No. Depth (ft) Classification Project USACOE

4 48.5-49.0 Olive gray poorly graded sand with little Area Wilmington Inner/Outer Harbor shells, SP 23.79% Shells CATLIN Geotechnical Laboratory

Date 6/30/2006

Hoi. No. B S ?f5f - a:IDIVISION A,LANl'lC

INSTALLATION 1SHEET ,

DRILLING LOG sourH 50 uc-H POfLT, NG OF I SHEETS

I. PROJECT \IV I L MIN <:?-~ 1'-1 HAn.. J3c:.) fL 10. SIZE AND TYPE OF BIT /'lONE- A Ln::;-A.N ;1 re CH A N H,EL 11. ATUM FOR t::Lt::VATION SHOWN CH:IM orMSL)

2. LOCATION ~oordlnete. or Statlon) .../ .2J LLW X-;). 2 0 9'S-?,'''SJ. \ - - r.fJ ~'s J 12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLlNG AGENCY DrSTI1/CJ FAI L 'Ncr 3/45A\lANNAI-J

13. TOTAL NO. OF OVER IDISTURBED I UNDISTURBED

4. HOLE NO. (Ae .110..... on dreorln4 titl.! B S 9 ~p ;l.. BURDEN SAMPLES TAKEN: tJ · 0·end fIl_ IIUll1berl I - ·

14. TOT AL NUMBER CORE BOXES 05. NAME OF IDRILLER

P. R()UN'1l.t:~ 15. ELEVATION GROUND WATER tv/A

6. DIRECTION OF HOLE !STARTED I COMPLETED

16. DATE HOLE i t rs»: 18 : }7.5$P '18~VERTIC:AL DINCLINED DEG. FROM VERT.

17. ELEVATION TOP OF HOLE O.Of MLLlIJ

7. THICKNESS OF OVERBURDEN ~-1.7 '[ WA']1!IL t-( t. I 1

18. TOTAL CORE RECOVERY FOR BORING IV/A 'I.

0.0'II. DEPTH DFIILLED INTO ROCK

19. SIGN~E 0r'JYJOR

9. TOTAL DI::PTH OF HOLE J'/,?i ~ _ - I P,C-·

CLASSIFICATION OF MATERIALS C17" CORE BOX OR

REMARKS

ELEVATION DEPTH LEGEND (D".crlptlon) RECOV· SAMPLE (Drlll1~ time. weter 1088. depth 01ML.l}.t.J ERY NO• .....thod",••tc., II .I,nllicenl> r').Oo ....--It:. e d • f II

- LV~'- 5 G."'3Lff Sf-J~f.{O-€ f

- '-- IJT L{o,Q ' r

4°--= Svr 'Ie VIfl M~. iY-/l.

f-- 5 f"D~L c~ fI'..i a.... f

- T'O"?7 &""I? • f-

I - {7ulfl)M 19p' I/I}.Itf)O'A-. L.{ ( .l I I

_ qt,1 - u.../.MIt'll? 1..vCrH 0 Pil ,4.) f-- O/l.I\..l (LOf)s To (1~- I

- lA..rfrS;( I- r::;v $.A<" flY SJ, 'i. efJP I c...1~ or2 (\.OP j#Jr> r-Mc,l- 01:' I-- f

- G-,,;:;[.l '5o P T / ~P'1 I- L U"C' S r-o I--- "- I Dq(C'IlItli'OU.s , >

- I

- >-- I

- I

- I ttl.J--= I- I-- BPS CoofLDI NATF-5 I

- I-

L /1T: )'}£) l.(s's». ')0 8"D: I

- I-

- L t : 7t::t.:J,2' ;2. 1Ho(, I-

- I-

- c..?/'-. -- 1<115: C). 00.5 -- IJ '" te }.lA/I): /2.) 7 t7 -l{b -,;)../po -- r;,EAlll1-(C- ~ . i'To Si JC I- -- Dr$TAJ.-ICa .... /I TV 5J/i!. I-

- -- r--

~r---= ~ f-

- I-

- I-

- I-

- I-

- f-

- I-

- I-

- I- I-

..rv-= I

- I-

- I

- I

- ( to- I-

I - /L'P of f't-ociL 5>-/ •') I -S-1.7 -- f;:;.?/LJ ,,-i.c.. >-/.J'

I

.s'~ 1?~ T TO ~'4 ;91 l- I- I-- -- --. -- .-r-t- L ...

Hole No. SPC-06-V-l

DIVISION INSTALLATION ISHEET 1

DRILLING LOG I SOUTH ATLAi'H1C WILMII\lGTON DISTRICT OF 1 SHEETS

1 PROJECT 10 SIZE AND TYPE OF BIT 4" Dio. Vibrocore

WILMINGTON-iNNER-OUTER HARBOR 11. DATUM FOR ELEVATION SHOWN'BM or MSL!

2. LOCATION (Coordinates or Station) MLL W NC Coord. E 2298797 N 56257 NAD 83 t-- ,- M- A"N"'UF"'A"'C"-T-UP- E-P-'S- DE- S-IG-N-A-TI-ON- 0-F- D- R-, IL-L- - - - - - - - -I

' 2

3. DRILLING AGENCY VIBRA CORE SNELL

WILMINGTON DISTRICT 13 TOTAL ~O OF OVER, ,DISTURBED ,UNDISTURBED

4. ~n~L?I!~~~~::rJIKM'n on drawIng title Sp C 06 V-1 BURDEN SAMPLES TAI<EN 6 0

5. NAME OF DRILLER 14. TOTAL NUMBER CORE BOXES 1\1/ A

LESTER GAUGHF CRANE OPERATOR 15. ELEVATION GROUND WATER N/ A

6, DIRECTION OF HOLE 16. DATE HOLE :STARTED ,COMPLETED

tzj VERTICAL D INCLINED DEG FROM VERT 5/20/2006 5/20/2006

17. ELEVATION TOP OF HOLE 0.0' MLLW

7. THICKNESS OF OVERBURDEN N/ A ( 43.3' 0 f Wate r) 18. TOTAL CORE RECOVERY FOR BORING N/ A %

8. DEPTH DRILLED INTO ROCK 0.0' 19. SIGNATURE OF INSPECTOR

9 TOTAL DEPTH OF HOLE 54 3' LARRY BENJAMIN

1 CORE BOX OR REMARI<S

ELEVATION DEPTH LEGEND CLASSIF1CATIO~. OF MATERIALS RECOV- SAMPLE (Qrillfnq time,water loss.depth of

Wescllpflon) ERY NO. weafferlng, etc.. If sfqnlt"lcol1tJ

MIcLW feet 0 d I , 0:: 00' TO 433' WATER Time begin vibr ccor inq :=

- 09,55 hr s I

- Soils described by l.orr y L--= Ben jorni-i. C,vil Engl' Tech I

_ NOTE, =

43 ,,- Scole chonged ot 43.0'.

LL- RIVER BOTTOM AT 43.3' 43.3'

-43.3 433_ SP Tid d _ on, coarse poor y gro e 1 _

- • sand with shell fragments "-----

- '438' NOTE TOP OF HOLE is c1e-

- • fined os sUI·!~?II_ ut. WI-J -

- C1llcl {~UI1~I:J~' 1:,1 1,1r' ,'. !1,,:,=. ,for the (1(1 such thnl _

45g.: ~ top of Hole IS 0.0 EL MLLW I-

- 2

:= . ~ VIBPACO~E E:UPII~(; _

_ • Fr orn O.U to II.U _

- Ponl1.CI' Pee: IU 4'

,,- 4 '/()' r i ,i4 7.et- f--'--'-'~' 'I" ,I!'·, I

- 7, ';OITl.plp I~·, r> e= f--- qinnmo ot U'j ce.' f

- 475' When'Run IS qr eot er thon i.;

- • Recovery, the difference :==. is depicted as Assumed e

- Not Recovered. := 49.g:1I .,.49::1 .. OJ' I'------------~L_c

51~ ~ LAB CLASSIFICATiON :=

- 5 .Jcn- f

-54 3 54.3 f'= BOTTOM OF HOLE AT 543' NOTE e

.: HOLE TERMINATED t..

- SOILS ARE FIELD VISUALLY AT PREDETERMINED i;

- CLASSIFIED IN ACCORDANCE ~

:: WITH THE UNIFIED SOIL DEPTH AT 110' f

- CLASSIFICATION SYSTEM I-

- I-

- f

- I

- I

- I

- I-

- f

- f

- I-

ENG FORM1836 PREVIOUS EDITIONS ARE OBSOLETE IWII'MINGTON INNER SPC-06-V-1MAR 71

OUTER HARBOR

I J:

~O :l:

III

a:

u.oo z u::

I Z W

~O W Q.

Depth (tt)Sample No.

43.3-43.81 u.s. Standard Siev." Cln.. nine in Millimeters

~ Ii () roo. " ,1.71 l

~, 0

\ .35

U.i:!b

\ 0.18

0.0 4

10 0.011GRAIN SIZE IN MllliMETERSl·1

Classification

Olive gray poorly graded sand with trace shells, SP 4.59% Shells

Project USACOE

Area Wilmington Inner/Outer Harbor

CATLIN Geotechnical Laboratory

Boring No. SPC-06-V-1

Date 6/30/2006

0.001

100 U.S. Standard Sieve Onenlnc in Millimeters

~ .76

90 "-.2

~.4, 1 oo

80 ,, .71

I

J:

~O ~:i=

>m

IX:

~O 050 ii: ~ I

1\z w ~O , W D.

1\

~ <" ,'.-'0 , 1\ \0 25

10 \ ~18

0.0 4

100 10 1GRAIN SIZE IN MILLIMETERSl·1 0.01 0.001

Sample No. Depth (It) Classification Project USACOE

2 45.0-45.5 Olive gray poorly graded sand with little Area Wilmington Inner/Outer Harbor shells, SP 17.67% Shells CATLIN Geotechnical Laboratory

Boring No. SPC-06-V-1

Date 6/29/2006

100 U.S. Standard SieIa! ODel:l ina in MiUimeter~

~r' "I "''' r\

1 .35

I J:

~o 3:

III

II:

utiO z ii:

I Z w ~o w a

\..0.18

0.0 4

100 10 1GRAIN SIZE IN MILLIMETERSJ·1 0.01 0.001

Sample No. Depth (ft) Classification Project USACOE

3 47.0-47.5 Olive gray poorly graded sand with trace Area Wilmington Inner/Outer Harbor shells, SP 1.53% Shells CATLIN Geotechnical Laboratory

Boring No. SPC-06-V-1

Hole No. SPC-06-V-2

DRILLING LOG IDIVISION

SOUTH ATLANTIC

1 PROJECT

WILMINGTOI'J-INNER - OUTER HARBOR

2 LOCATION tcoordtrotes or Statton) NC Coord. E 2298417 N 56690

3 DRILLING AGEI<CY

WILMINGTON DISTRICT

4. HOLE NO. (As slr;wn on drawIng title SPCand (lie number)

5. NAME OF DRILLER

LESTER GAUGHF CRANE OPERATOR

6. DIRECTION OF HOLE

tzj VERTICAL 0 INCLINED

7. THICKNESS OF OVERBURDEN N/ A ( 41.1' of

B. DEPTH DRILLED INTO ROCK 00'

9. TOTAL DEPTH OF HOLE 51.1'

CLASSIFICATIONELEVATION DEPTH LEGEND

MlLW feet , 0_

00' TO-

4: 1 Q - RIVER BOTTOM

-41.1 1.1 _

- SP Grayish

- poorly-

43.g....:

45 g..=:

~7.G-

49g....:

-49.5 49.5_

- NO

51.'"'

- 51.1 511 = BOTTOM OF

- SOILS ARE-

CLASSIFIED-

- WITH THE UNIFIED

- CLASSIFICATION

SPC-06-V-2WIIMINGTON INNER

OUTER HARBOR

MAR 71

INST ALLATION I~HEET 1

WILMII~GTON DISTRICT OF 1 SHEETS

lD SIZE AND TYPE OF BIT 4" Dio. vibr oc ore

11. DATUM FOR ELEVATION SHOwrrBM or MSLJ

MLLW

NAD 82,

12 MANUFACTURER'S DESIGNATION OF DRILL

VIBRA CORE SNELL

13. TOTAL NO OF OVER' ,DISTURBED ,UNDISTURBED

06-V-2 BURDEN SAMPLES TAI<EN 4

14. TOTAL NUMBER CORE BOXES N/A

15. ELEVATION GROUND WATER N/A

16. DATE HOLE :STARTED ,COMPLETED

DEG. FROM VERT. 5120/2006 5120/2006

17. ELEVATiON TOP OF HOLE 0.0' MLLW Woter) 18. TOTAL CORE RECOVERY FOR BORING N/A !

19. SIGNATURE OF INSPECTOR

LARRY BENJAMIN

OF MATERIALS

1. CORE BOX OR REMARKS

RECOV, SAMPLE ([JrllJino tkre, water foss,depth of

(Description) ERY NO. wentl'rJring. etc.. if srgni(lcant) d , g

411' WATER Time b e qin vibrocoring -

1015 hrs. I-

Soils described by Lon y I I-

Benjamin, Civil Engr Tech. I

NOTE, I

I

AT 41.1' 411' Scale changed at 41.0' l- I-

I-tan. coarse I-graded sand -- I

416' I NOTE: TOP OF HOLE is de l-fined as surfac.e of water l- I-and compensalion IS mode I-for the tide such thot I-top of Hole is 0.0 EL MLL W. I-

I435' I

VIBRACCJRE BORII'JG -2

Fr'om 0.0' to WU' - 44.0' RanIO.D' Rec: t~ 4' -

I

Top of vibr o c ore soil I-somple is loqged CiS be l &l I qinnino at ClCeon Bo t t orn 3 When Run I,,: W~CltF'I' thr:n

46.0' Recovery, the' cllffel~PI'I("o is c1!?pic:tecJ (I~:; A~;s\ Irnp( I Not Recovered. I

~~ I~ 4e ')' I

L ,'\E! ': Li~, :,IFI'.A ill :1',1 il ,Inr

Number Ctoasit.ccr.ion ~ RECOVERY I SF' l i--

2 SP I

I

3 SP I

I4 SP I-

I

HOLE AT 51.1' I-

l-

IFIELD VISUALLY I-

IN ACCORDANCE NOTE: I

SOIL I

TERMINATED ISYSTEM HOLE I

AT PREDETERMINED I-

I

DEPTH AT 10.0' I

I I I- I I

I I- I I I I I- I I-l- I I- I I I I I- I

I

100 U.S. Standard Sie fa OOl>J:linn in llliUimet"r~

1IooI~

90 I1\

.35 l- X

~o 3=

III

II:

~o ii:

I Z w filO 025 w D.

~ 0.18

0.0 4

100 10 1GRAIN SIZE IN MILLIMETERSJ·1 0.01 0.001

Sample No. Depth (ft) Classification Proiect USACOE

1 41.1-41.6 Olive gray poorly graded sand with trace Area Wilmington Inner/Outer Harbor shells, SP 1.62% Shells CATLIN Geotechnical Laboratory

Boring No. SPC-06-V-2

100 U.S. Standard Sie H! ODQJ1ino in MiUimeters

~~ ~1 r\ ~'"'V

1\ ,,,'"

I J:

~o 3:

ID

a:

~o ii:

I Z w 025 ~O w Q.

\ 0.18

0.0 4

100 10 1GRAIN SIZE IN MILLIMETERSl·1 0.01 0.001

Sample No. Depth (ft) Classification Project USACOE

2 43.5-44.0 Olive gray poorly graded sand with trace Area Wilmington Inner/Outer Harbor shells, SP 2.13% Shells CATLIN Geotechnical Laboratory u.s. Standard Sie U> O\1QJ;linn in MiUimet"r.

IlooIS 1 I "I",,, r\

"0.35

I :c ~O

III

II:

~O ii:

I Z w ~O W 0.

30 Ul'::O

I

I

\0.18

1GRAIN SIZE IN MILLIMETERSl·1

0.0 4

0.01 0.001

Sample No.

Depth (ft)

45.5-46.0

Classification

Olive gray poorly graded sand with trace shells, SP 1.84% Shells

Project USACOE

Area Wilmington Inner/Outer Harbor

CATLIN Geotechnical Laboratory

100 U.S. Standard Sie II!! OOQlJina in Millimeters

"""""'IK

'Z. , 1 OD

~ ''''11

70 ~

I 1\:I:

~O ~ 0 50

3: \>m 1\a:

1150 ,z u:

I Z

~W

~O

\w .35Q.

30 \

20 \ \0 1':>1;

10 \, 1~18

.... n

0.0 4 0

100 10 1GRAIN SIZE IN MILLIMETERSl·1 0.01 0.001

Sample No. Depth (ft) Classification Project USACOE

4 48.0-48.5 Tan poorly graded sand, SP Area Wilmington Inner/Outer Harbor

0.0% Shells CATLIN Geotechnical Laboratory

Date 6/27/2006