Amendment 0003 drawings.pdf

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SH-1-90\

0 -

K L M

LEGEND

0 BORING LOCATION

1~ I c• ,· ,•:-) L ..

1-- " (.:;J\J);.':_.,,-c,, +v i

""'1 SH-2-90

i ~

___J SH-~-90

N

SH-3-90

i

+ t.; £~5,000

I

U.S.ARMY ENGINEER DISTRICT,DETROlT co,u,,; o, •~"-'NS£1t, SHEBOYGAN HARBOR

WISCONSIN

sc.cc::-,• :-,oo·-

- - ' DR.ILLIHG LOG I 1:~-~. SHEETS

!. PROJECT 10, SIZE ANO TYPE OF OIT 3-1/411 I ,D. H.S.A.

Sheboygan Harbor 11, Dl'TUM fvR E , I ovt-1 ~HOWH \ ;8~/ ~ MS .. , Z. LOCA T!OH (Coordlnalu or Slo/Jo,V -··- - - 34' N of 6+00 South Breakwater IZ. MANUFACTURER'S OESlGHATIOH OF DRILL

3. DRILLING AGENCY CME 1155 11

Coleman Engineering Company 13, TOTAL HO. OF OVER• I OISTUR IJ!l:O I UNOISTURBEO

4, HOLE HO. (Aq •ho"fl on draw/n(f I/ti&! UUROEH SAMPLES TAKEN 7 ; , ,rnd Ill• numboU I SH-1-90

' 14. TOTAL HUMOER CORE BOXES 0

S, NAME Of DRILLER

D. Gordon IS, ELEVATION GROUND WATER - - - - 6, DIRECTION OF HOLE rTARTl!.O j COMPLETED

Ui, DATE HOLE 10/12/90 l l 0/12/90 (X]VERTlCAL O1NCL1HE'.0 oe:G, FROM ve::RT.

17, ELEVATION TOP OF HOL.E - - - -

7, THICIO.ESS OF OVERBUf\oEN Unknown

16, TOT AL CORE RECOVERY.FOR SORING - - - -

8, OEPTH OR1LLED INTO ROCK 0 19, SIGNATURE OF INSPECTOR

II, TOTAL OEPTH OF HOLE 49.3 John Hllnt

CLASSIFICATION OF MATERI.ALS % CORE BOX OR REMARKS

ELEVATION CEPTH LEOENO (Do11ctfptlwi> RECOVa SAMPLE: (Dtlltln/1, tlmo, wMat fou, dop/h ,,/

ERV NO, Wo1Jl/>'ltfrtl, ote., U ,ifllnlflll<>nd

' b ' d ' ' ' - WATER - 19.3 1

- Begin Drive - Very brown, fine SAND, trace 20 - of silt, wet 2" Split Spoon --

X 1400 Hammer -

20- 3011 Drop - 1 - Jae Sample --- -- End Ori ve -- 21-- I -------- ' 22---------- 23-

= --- - Loose, brownish gray,. Begin Drive -- fine SAND, trace of silt, SPT

- wet

Jar Sample 21,--- 9S

- 2 -----

- ----- End Drive

25- ---- ----26---------

27 _::__ , ----- ----- 2B------ - Loose, gray, fine SAND~ trace Begfn Drive - of sflti ~hells, roots, wet 50 3 - 29 -

ENG FORM 18 36

MAR 71

PREVIOUS EDITIONS ARE 08SOL(:;TE,

PROJECT

Sheboygan Hilrbor

I HOLE NO,

SH-1-90

Blo w unt Co

I--t- 2 t--I- I- I- I- I- I- -- 4 ----- 2 ----- 2 --t- I-

I-f-f- I----------f-f- >---I------------- I- I-r- 3 I-

"lOlVISiQN '!HST A!..LA ~-(ON !SHEET ' DRILLitlG LOG w4 \iHEETS

1, PROJE<:T "· S!ZI! ANO TYPE Qf BIT 3-1 /ti-" LO. H.S.A, Sheboygen Harbor IL Q,.,.,MfOR ; :.liOl'IN [TUM o,-M$LJ

Z, LOC:A T!OM (Oo,:,-,,Jia1>IH <.>r $/,,tf,;,,n) - - - - 45' N of 6+00 Soutt. 6reakm1ter !;:. t,lAN!JfACTURER'S OESIGNATION Of CRILL

J, ORILLIU<J A<,ENCY CMt 11551'

Coleman En9fncerh1g Co~anv h. TOTAL Ni, oF OIi!!!\• 101s.·n1Ru&o \ IJ!1011lTVIHl&O

<1. HOt.t NO. (Ao ~h<11m -<in <tu,wl,t;! Ulfol

SH-1-90

BURDEN AMPLES 1A~l!-N 7 i t and ttt. numb<!r.l • r

14, TOTA\, NUl,lOe'.R CORE eoxe-s 0 S. HAIAE Of' ORll.t.efl.

D. Cordon . 1$. E\.E:VATIQH OROUNO WATER - - - - 6, DlRECTl◊U OF HOLE lllTARTltQ jC:-OMl"t.ltT-E'.O

1$, CATE HOLE t0/12/90 10/12/90 (X}vr:1ni<:.At. QIN(,!1..IN!l;.> oeo. F1V>M v1:an • l7, ELEVATION TOP OF' HOLE - - - -

,. THICKNESS OF OVt::RBUf{QEM Unknown 18. TOT AL C-OR£ RECOV1£RV FOR BORINO - - - -,. DEPTH DR!Lt.t.o ·uno ROCK 0 1$, SlGNATURt! OF IWSPECTOI{

1,, TOTA'~ OEl-"TH OF !{OLE 49,3 John !-lunt

CLASSIFICATION OF' MATERl/,1.S ,; CORE SOX OR RISMMKS ELEVArlON cePTH LE<Jl::NO (Dn11(1rlpU.oalV Recov .. SAMP1..E. (Dtlllln,:! !lm9, W<1l<1t l<>u, dopfh Ill

ERV ""· W<141h4tl,W, <>fc., ii t/g111lle11nJ.l

' b ' ' ' I ' - Loose, gray, fino SANO, trace 50 SPT

- of silt, few shell-frigmonts, -

X Jar Sample

- roots, ®t 3 -- Silt in top of spoon --- End Oriv6 30- Very soft, gray SILT, scme fine - s~OO• trace of c% few shell -- fragments• wet -- pp= 0

3i-- ' --------- 12--:

--- Push thin w.a1 i tt1be """' 33_: 32.7 to 35.0

0/ lfo recovery

34-=

Ori l1 to 35 1

3$-= - Soft, gray 1 silty CLAY, some Begin Drl vo -- fine sand, trace o"f'ifiel h 1 SPT - w.,t - Jar Samp1e - pp .. 0

- 100 4 --36-..

- - ~ - ~ ~ - ~- - - ~ ~ ~ - - ~ - .. - Soft, gray, silty CLAY 1 trace - of sand, trace of 1Tne gravel, End Odva -- shells, wo<.a:i 1 moist

- PP= 0.5 --37-

38 ~ Push thin wai i tube . 37 .7 to 40.0 i full recovery

100 5

Bt ow unt Co i- I-,__ 2 I- I-i- I-i-

I-i-i--i-c.-,__ -;-i--I---i-

I-----i- I----- I-e- I- I-,_ I-._ I- I- I- I-e-i---I---I-i-- --- 3 --i--i--i-- 3 i--

I- I-i-- 4 i--

=--I- I- I-i-- I---

INST ALLATIOH 3

DRILLING LOG

I UlVl~!UH I SHEET

OF 11 SHEETS

I. PROJECT 10. SIZE AHO TYPE OF BIT 3-1 /4 11 I .D. H.S.A.

Sheboygan Harbor 11, o" UM Fvt SHv"« \ ,,,,., w /IISL)

2, LOCATlON (Cootdln"I"" orS/41/on.l - - - - 45' N of 6+00 South Breakwater 12, MANUFACTURER'S OESIGHATIOH OF DRILL

3, DRILLING AGENCY CME 1155 11

Coleman Engineering Companv 13. TOT AL NO, OF OVER- I OlllTUROEO I UNOUTURBli:O

4. HOLE HO, (Aa ah,;,lffi on dr11wln/1 1111111 BURDEN SAMPLES TAKEN 7 ; .

<1nd (//<1 numbud I SH-1-90

' \,\, TOT AL NUMBER CORE BOXES 0 S, llAME OF DRILLER

D, Cordon 15, ELEVATION GROUND WATER - - - - 6, O!RE~TION OF HOLE l!ITART!i;O j COMPLET!tO

16, DATE HOLE

10/12/90 ; 10/12/90 [X)VERTlCAL QINCLlNEO DEG, FROM VERT, I}, ELEVATION TOP OF HOLE - - - -

7, THICKNESS Of OVERBUJ'iOEN Unknown

18, TOTAL CORE RECOVERY.FOR SORING - - - -

0, OEPTH ORILLEO INTO ROCK 0 19, SIGNATURE OF ltlSPECTOR

ll. TOTAi. DEPTH OF HOLE 49.3 John Hunt

CL.ASSlFICATIOti OF MATERIALS % CORE aox OR REtdARl<S ELEVATION OEPTH LEGEND (Doser/pl/an) RECOV• SA-MPL.E (Dr/I/Inf tlmo, W<1tor loou, dopti, of

ERY HO, !VoOl/l"rln;t, <1t"-, /I 11/911/1/cornJ

' b ' ' • .f ' - --- 10D 5

-- End Push 4D-- loose, gray, fine, gravelly, Begin Drive - fine SAND, trace of silt, wet -- SPT

- Jar Sample .

- 10D 6 -

41-

---- End Drive

- Dri 11 er indicates difficult - drilling; possible bedrock/ - boulder at 42.5 1 42--

43_

- Dense, dark gray, fine- Begin Drive -coarse SAND, some fine gravel, - 5PT

- trace oTsTlt, organics, wet

44- Jar Sample - - - - - - - - - - - - - - - - - --

- Dense, brown, si 1 ty, fine-- medium SAND, some coarse sand, 100 7

- fine graveT, moist

45- End Drive

4._::

-- - Very difficult drilling

-47- .

48-

-- Auger Refusal at 48,5 1 -

- Loose, gray, angular GRAVEL, Begin Drive - some silty sand, wet --- 70 B - SPT ,,, - Jar Sample

ENG FORM .. - "" ~

,.,.., 1B 1(1 . '" VIO.J; .i:-1-r1..,1 -1"1! n ,-s,)\ i

PAO.IF.CT jHOt.G IW.

Blo • uot Co f-

1-- -- 4 ----- 5 - I-

I- 5 I-

I-,_ I-

I- I- I- I- I- I- I-

I-f-f-f-f-f-f-

~ -~ 22 f-f-

-I- I- I- I--f-

I- I- 1--f- I-f-

I-,_ I-f-f-

I-f-f--· f-,_ -f-f-f-

I--

I-,_ --- 1D

\ t \ u

I l.liViJIV/i iHJIA!..!..AIIVli l!,hU.T 4

DRILLING LOG o, 4 SHEETS

\. PROJECT 10. SIZE AND TYPE OF BIT 3-1/4" 1.0. H.S.A,

Sheboygan Harbor 11, O"TUM FOR ELEV" 1vH SHOWH (1DM O¥MSL)

Z. LOCATION (Coord"1at<1a orS/o/lon) - - - - 45' N of 6+00 South Breakwater 12. MANUFACTURER'S DESIGNATION OF DRILL

3, DRILLING AGENCY CME 11551'

Coleman Engineering Companv 13, TOTAL HO, OF OVER· I Ol5TVRBEO I UNOl$TUfU}EO

4. HOLE HO, (Aa <1hO\\'f1 on d,.o,v/nij Wfo! BURDEN SAMPLES TAKEN 7 i 1 and fl/a numbot.l I SH-1-90

' 14, TOTAL HUMBER CORE BOXES 0

5. NAME OF DRILLER

o. Cordon

15, ELEVATION OROUNO WATER - - - -

6, DIRECTION OF HOLE ISTARTJ;:O t COMPLl:tT!i:O

16, DATE HOLE 10/12/90 ! 10/12/90 '

(X)vr.:,n1cAL QINCLlNla:0 oe:c. l"ROM Vt!RT, 17, ELEVATION TOP OF HOLE - - - -

7, THICKNESS OF OVERBURDEN Unknown fo. TOT AL CORE RECOVERY.FOR 80RIHO - - - -

6. OE~TH DRILLED INTO ROCK 0 19, SIGNATURE OF INSPECTOR

~- TOTAL DEPTH OF HOLE 49.3 John Hunt

CLASSIFICATION OF MATERIALS 'f,CORE BOX OR REMARKS El.EVATION DEPTH LE;OENO (Dqt1,;r/p//on) RECOVd SAMPLE (Dtl/llnd llm.,, \<'!3/ar lo~o, doplh ol

ERY HO, wo,.lh~rtn&, ole., u·a/gnlJlc,,ntJ

' b ' ' ' ' ' - Dolomite in tip of spoon; X Spoon regusal at 49.3 1

- possible bedrock 8 End Drive

- End of boring 49.3 1 --- Tremie bentonfte grout backfi 11 - from 49,3 1 to 19.3 1 - 50----------51------ -- ' - 52-=

53__:

54-ss-= ---

56-=

57--= sa_:

59 -

ENG FORM 18 36

PROJECI \ 1-lOLE fl~---f'H!':'110'.I~ !::11\'r!()!lS /•flF. OR'i0\,\".T'."..

Bl Co i--i--i--ow unt

50/4 i--i--f-i--i--

,_ -----i--f------i-------"'----I- I-- I- I- I-f---i-- .

t: ----f-f- I------,__ -I--f-

1. PROJECT 10. SIZE AND TYPE OF lllT 3~1/4 11 I ,D. H.S,A, f,c.c~c:c•:c~c:c:c;c:co("C":-:-::c:-:c,.-,-,,-,c,-_,c,o-,vcc-----------7\ 1, OA, uM FOR E S~l~W~ (~DM ot J.lSL.)

f-c7c5c'-N-o f-Z

+0

0=5 o_o_t_h_B_c_,_,_k,_,a_t_e_c __________

12, MANUFACTURER'S OESIGNA TION OF DRILL

3, DRILl..1HG AGENCY CME 115511

.__c_o_,_,cm_,_,_e_,.,_, "c'c'c'-i_o"g~C_o_m.pa_n~"~-------------< 13. TOT AL HO, OF OVER- I OISTUR e EO 4, HOLE HO. (A# •hol>Tt on dr<>wln4 1/tlo I 8UROEH SAMPLES TAKEN 7 ond (Ila oumboU ! SH-2-90

5. H"AME OF DRILLER

0. Gordon

: 14, TOT AL NUMBER CORE BOXES

IS, ELEVATION GROUND WATER

I UNOISTURtlEO l 1

6, DIRECTION" Of' HOLE IST.l,RTf:O !COMPLETED

IG, DATE HOLE 10/19/90 J 10/19/90

[X}VERTIC AL O1ttCLINEO ______ DEG, l"ROM VERT, f---------L...-------~--------, f----------~---------------j 17, ELEVATION TOP OF HOLE ·1. THICK.HESS Of' OVERBURDEN Unknown

18. TOT AL CORE RECOVERY FOR BORING '

8. DEPTH DRILLED INTO ROCK Q

19, SIGNATURE OF INSPECTOR

John Hunt 9, TOTAL DEPTH OF HOLE

ELEVATION DEPTH LEGEND . b .

25------ ---- 26------ --- 21-= -----

28------ -

29-= --30---

31_::__

32_:

33--------- 34 -

60.0

CLASSIFICATION OF MATERIALS

(Da,,ctlpt/o,V

24.S'

% CORE

RECOV

ERY .

Medium, gray brown, fine medium SAND, trace of fine gravel,sTTt, shells, wet 60

Medium, gray brown, fiQe SANO, some medium sand and silt, trace of coarse sand, shells, wet

IX

ENG_ F?RM l fl 36 f'!IC-:V!OUS l".Dl'rlOf-Vi ;,Al': (J[lSOLETE, PROJECT

BOX OR

SAMPLE

HO.

REMARKS

(Dt/1/Jnrl llnt<I, w<llat looa, dop/h o( wo<1/h<>rl11S, ,;/c,, If ,,,~o/(/c,.,.,J ' .

Begin Drive

2" Split Spoon

140# Hammer

3011 Drop

Jar Sample

End Drive

Begin Drive

SPT

Jar Sample

End Orf ve

Begin Drive

I HOLl~ NO, Blow Count

-- 3 -I- 1---- 5 ----- 7 -- -----------------I- I-

I- I-

I-

I---- 7 ----- 7 - I- I-,- ,- s I-,- 1--f-- I-------- 1---- I- I- 1----I--

I-- 2 -

I C!VISlOtl -·-- - ,r1:; r X( CAVOU 'SHEEI

DRILLING LOG Of 4 SKEE'I S

I, P-ROJEGT IO. SIZE ANO TYP1' or al'r 3-1/411 l ,O. H . .S.A.

Sheboyga~ Harbor 11, 01'10.,M FOR <;.k<:.VAT10U ;,nCWi:i I_.,,.-. ¢rh,SL.-)

I;'LOCA T IOH (C-c<>r<llmitu er $f-0!lw'V 75 1 N Qf 2t00 South aroakw~ter

T2~"MANVFACTUIH!/\'S tlESl<?;NAno« -Of ORILL

J. O&!LLutO ACEMCY CM£ 11 55" Coleman Engineering Com;::,mv 13, TOT AL NO. ◊F OVER~ lt>J;Jl"\,!Rtus:c \ UNO!i;TtJRUfl'.0

4, HOLE NO, (A11 4'h<llffl <m dt.twlnj tl!J•1 oURDl!.M SAMPt.tt.S TAKEN 7 i 1 ,nd filq nw.4>~tJ SH~2~90 - 14, TOT AL NU!.-lUEn CORE OOX£S 0

$. NAM£. ◊F O,\rLLE:'.R

D. Gordon 1$, ,ELEVATION aaou:-:o WA TEA

t. Oti<ECTLOtt OF HOLE ·1_,TARY&O IC:OMl'l.ltTiEO

hi. OA TE HOLE l0/19/90 i 10/19/90 ::xJV!:flTl(;-.1.L. Qll{(,,l./Nf'.0 bEG, f"ROM VU:JtT,

17. ELEVATION TOP OF HOLE

,. TH!CKJH~.SS OF OVEftUIJROIW Unknown lti. TOT AL CORE Rl;.COVER y i"OR aonll-lG " " " . ' 6, ()!c.?TH ORlLLEO INTO ROCK 0 ti. SIGI-IATUR!i Or' ll<SPCCTOA

~. TOTAL. OEPTH OF HOLE 60,0 John Hunt

CLAS!Jlf"JCATION ◊f UAT!iR!ALS ':l, CORE BOX Oft A£MARKS i::LEVATlOI-I .OZPTH LEGE:1-10 (O,u.i.f/ptl.-m) A:ECOV-- SAJ,i?L-!:: (Dr//111111 tltr,"• l½J/,:,r foni1, dopth a(

ERY NO, im.:lthttrl/111, <1tc., 11 Q/gnltfoarui

• ' ' ' • I • - Soft, gray, sticky ► medium SPT

- plastic, cl/Jyey SILT> so100 - crganics, trace o1'tine sandi

Jar Sd!flpl$

-- shells~ wet 100 3 -- pp "'<0.25 -- l:nd Dd ve

35---------- 36- I

----- -- I - 37-= ----- --- Be,;Jl n Push

38--- Pu:S-h thin walled tube

- 37.7 to 40.0

'9] Gray t;andy silt in tip of tt.Jbe 100 4

-- £nd Pt.Jsh 40--c:----- An attempt to push a - Shelby tube from 42,7 to -- 45.0, a strong wfnd chang~

- shifted b~;ge, re4Ulting lo

- crooked ~u9ers~ Shelby

¼1- ·tube would not pa%i. through -- augers. Wtru.1 ton straw,;

- to push barge ba~k to

- posftion. Continue with - .split .spoon. ---- " 42-------· "' -- Soft, gray, sticky# me,:Hum Begin Drive - plastic, clayey SILT, trace

43- of organic$, she'fT"'s; wet SPT -- Jar Sample -- 3" Cray, fine- sand seam -- Softi gray, stickf• medlun - plastic, clayey S LT; trace .

of organicst shaTT'i'; wet 44 - ENG FORM Ja 36

PROJl::GT ! HO,_.\,,,_,£ H0_, MA :1 •

PREVIOUS EO!TIOUS MU! Otm)Ll!TE, e

R

81 cw nt C<>u

I- 3 ,_ r--f---,_ -,_ ----------f-f-

~ -f-

I-f-f-f-f-i-i-i------I----f-f--,_ c-i-,._ ,_ -~ -

I

.. ~.~ ' '" I OJVISIOU

IH.sTALLATION \ SHE:ET }

DRILLING LOG Of 4 SHEETS

1. PROJECT 10. SIZE ANO TYPE OF 01T 3-1/4 11 t.D. H,S.A.

Sheboygan Harbor 11, DATUM FOR EL"v", ,ON SHOWN (Til/4 w /,ISi,.,J

- - - -2, LOCATION (Coord/nlllU orS1nf1on)

75' N of 2+00 South Breakwater 12, MANUFACTURER'S OESlGNATIOH Of DRILL

3, DRILLING AGENCY CME 1155"

Coleman Engineering Company 13, TOTAL HO. OF OVER• 10111TVRD0:P J VHOtll'rVRB&O

4. HOLE HO, (,h Ghown on draw/n/J //f/o!

BURDEN SAMPLf':S TAKEN 7 i 1 and I/la numboU \ SH-2-90

\4, TOTAL HUMBER CORE BOXES 0

S. NAME OF DRILLER IG, ELEVATION GROUND WATER

D. Cordon

6, DIRECTION Of HOLE lllTARTEO !COMPLil:Tli:D

16, DATE HOLE 10/19/90 ' 10/19/9D

[X)VERTICAl. QlHCLINEO 01!:G, l'ROM V!!AT, 17, ELEVATION TOP OF HOLE . . . -

7, THIC.KNESS Of OVERBURDEN Unknown 18, TOT AL CORI!.: RECOVERY.FOR 80RINO - . . .

8. OEPTH OA!LLEO INTO ROCK D 19. SIGHATURE OF INSPECTOR

9. TOTAL DEPTH OF HOLE 60.0 John Hunt

CLASSIFICATION OF MATERIALS o/, CORE aox OR REMARKS

ELEVATION DEPTH l.EGl:'.HD (Duo,;1/pflon) RECOV• SAMPLE (Dtlllln{l Umo, walar /Qao, dapth ol ERV HO, wua/hulP.d, o/c,, If oi{lnfll,;anU

' b ' d ' f ' - Gray fine sand in tip of spoon 100 5 End Ori ve

45------ --- , - 46------ -- ' --47_

48------ - Soft, gray, medium plastic, Begin Drive

- fine, sandy CL'\ Y, some s i1 t, SPT

49 ~ trace of organfcs, ·shells, Jar Samplo wet -- pp =<0.25 - 10D 6 -- ---- End Drive

SD------ ----51-

52 - -

53 - ----- -- 10D 7 Begin Ori VO

54 - . - -f 1<1)•,t." '!0

:1, r !' ' . !>f<J}_\f:r'"

810 w eat

Co

1--

-----1-- 1--

1----1---- 1---,----1-------,_ I-,-..

1--

1--

1-------t-f-------- } --f--- 1--

1-- 3 1--

1--,__ 1--

1-- } 1--

1--

1-- 1-- 1--f---1---,...... - I- I- I-,-..

I-r- 1--

1--

1--

1------1------- I- I-

-1--

1-- 35

I"'"'"" <t!~!ALLi,llVt! I ~111:.t.. ! 4

DRILLING LOG o, 4 SHEETS, I, PROJECT 10, SIZE AN.D TYPE OF 81T 3-1 /411 I.D. H.S.A.

Sheboygan Harbor 11, DATUM FOR . SHv"<I (lDM wMSL)

2. LOCATION. (Coordln.-10• ,,r St,i(lon) - - - - 75' N of 2T00 South Breakwater 12, MANUFACTURER'S OESICHIATLON Of DAILL

3, DRILLING AGENCY CME 115511

( Coleman Engineering Company 13, TOTAL NO, OF OVER• IOlSTURDEO I UNOISTVROti:O

4. HOLE HO, (Ao ilhown on drawln/1 Ullo I . OUROEH SAMPLES TAK~H 7 ' 1 11nd 1/111 numb11U ! SH-2-90

' 14, TOTAL HUMBER CORE OOXES 0

$. NAME OF DRILLER

o. Gordon

15, ELEVATION GROUND WATER - - - -

6, OlAECT!ON Of-' HOLE \$TARTED ! CO_MPLETEO

16. DATE HOLE 10/19/90 - : 10/19/90

[X}VEflTICAL QINCLlNEO DEG, FROM VERT, 17, ELEVATION. TOP Of-' HOLE - - - - 7, THICKNESS OF OVERBURDEN Unknown

16, TOTAL CORE RECOVERY FOR BORIHO - - - - ' 6, DEPTH DRILLED INTO ROCK 0 19, SlGHATURij OF IN.SPECTOR

'• TOTAL OEPTH OF HOLE 60.0 John Hunt

CLASSIFICATION OF MATERIALS ~ CORE aox OR REMARKS ELEVA Tl OH DEPTH LEGEHO (D011orlp/lonJ RECOV9 SAMPLE (Ddtlln/1 tlmo, w,i/ot fou, doplh ol

ERV NO, wo<>lhot/fl.4, olo,, U llf./lnltloon/)

' ' ' ' • f ' - Very soft, gray, medium SPT

- plastic, sticky, clayey ?J.!:!, Jae Sample - some fine sand, trace of shells - 100 7 - pp =<0.25 ---- End Drive

55- Fine gravel in tip of spoOn ----- ----56- I -

57----

58------ - Begin Drive - Dense, gray, sandy GRAVEL,

- some silt, wet 5PT

59-= 75 Jar Sample ----- B

- Dense, red brottn, slightly - plastic, clayey, fine SAND, X -

60 - trace of gravel, moist-- End Ori ve -- End of boring 60.0 1

-- Tremie bentonlte grout backfil 1 - - from 60.0 to 24,S

61--= ----- ----62- .

63--------- 64 -

E~:.}~RM 18 3 6 PROJECT ! HOU: NO,

PREVIOUS Etl!TIOUS AAF. 08SOLEIE< ., Bio Co, w ot

I 01\/~IUH

rus T /,L\..A. l iON I ~Hl:.I:. T 1

DRILLING LOG o, 4 SHEETS

1. PROJECT 10, SIZE ANO TYPE OF BIT 3-1 /4" l.D. H.S.A.

Sheboygan Harbor 11,D , vM f ,., >HO " 01 MSQ

2. LOCATION (Coo,d/nMoa or S/.o!lon)

80' S of 5+00 South Breakwater \:Z. MANUFACTURER'S OESLGHATIOH Of OR\LL

3, ORlLLIHG AGENCY CHE 1155 11

Coleman Engineering Companv 13, TOT AL HO, OF OVER• I OlSTURlll~O IUHOISTUROED

4. HOLE NO, (Aa ahown on d,-awlng /l!fo[

SH-3-90

BURDEN SAMPLES TAKEN 7 ; 0

and (/lo numboU !

' 14, TOTAL HUMBER CORE BOXES 0

S. HAME Of DRILLER o, Gordon

IS, ELEVATION GROUND WATER

,. OlRECT!ON Of HOLE \STARTED ICOMPt.ETEO 16, CATE HOLE l 0/22/90 ; 10/22/90

OJVe'.RTICAl. OIHCLIHEO OEG, FROM VERT, 17, ELEVATION TOP OF HOLE

7. THICIOiESS OF OVERBUflOEH Unknovm

18. TOT AL CORE RECOVERY-FOR SORING ' . . .. ' 8. OEPTH ORll.LEO l!HO ROCK 0 19. SIGNATURE OF INSPECTOR

g. TOTAL OEPTH OF HOLE 45.0 John Hunt

CLASSIF1CAT10H OF MATERIALS ¼ CORE BOX OR REMARKS

ELEVATION OEPTH LEOEHO (Doactlptton) RECOV- SAMPLE (Dr/lt/ntJ 1!1110, 1.,,i/or /000, dopth ot

ERY HO, w~alhor/flll, otc,, /( o/J.ln/{/~a,u)

0 b ' ' 0 f ' - WATER ----

- 14. 7 1

- Loose, brown, fine-medium Begin Drive - 15- SAND, trace of coarse sand, 40 zu Split Spoon

- silt, wet

- 140# Hammer

X 1 30" Drop

- Jar Sample - --- ! 16-

' - End Ori ve ---- --

17---

18.-

---- - Medium brown, fine-medium Begin Drive - SANO, trace of silt, shel 1 - SPT

- "fragments, wet

19- 65 Ja, Sample

- 2 -- - iX --- End Drive

20- --21 _

22- ----- --( --23_ ----- - Begin Drive --,,, -

ENG FORM 18 36 PROJ!!CT ! HOLE HO.

PRCVIOUS EDl"flO!JS ARE QU$0LETE.

Cou i--f----f-f-f--f-f-f---i-i--f----i---f-f-i-i-f----------- -------f-------f-f-----'T r,--i-----------------------f- I-

" nt

I \JP,o~,s.-,, tt.Sf ii:I.:,..,\li:in" I ~;iC.£ T z DRILLl~G LOG Of 4 ;';HEETS

~. 11}, 5171! All◊ )"{PC OF srr 3-l/4" J.O, H.S.A. I. PR(,)JECi

Sheboygan HMb-Or \ l. DATUM r0R cl:.1'.i?A~sLJ

i. LOCATION (Cowdl,u,t,M ,,r Sr♦l/on.l SO' S of 5+00 South Breakwater

1%, MANUFACTURER'$ 0€'.S\(,HAT\ON O!' DRU.I..

J. OfU\.LlN<J AOCNCY CM€ 11SS1

Co1ern3n !:.rtgineerfog Comp.i!nY !).. TOTAL NO, OF OVER« lO!fi•T\.1101&0 l v,,miT1Jl\tu::o

(. HOLE NO, (A♦ 4hown <>n d;11w/n;j lf1lol S-H-3-90 8UR0EN SAMPL£S TAKEN j 1 ! 0 tlfld fjlo m,mbtd -' U. YOT AL WUM(P!R CORE UOXl!S 0 S. HAM!! Of OfW,.t.ff!.

O. Cordon 1S, S:LE.VATl◊tt GRO\JNO WATER - - - -

,. otm;;cnott OF ;mu: rT,\AT'SO 1czoi..1>l..sT1.:o lei, DA TE HOLlt 10/22/90 i 10/22/90

CXJYER'l'JCA1.- QINCL.rnt:o tittG. trR◊l.l vtta;, 17, ELCVATION TOP OF HOLE - - - -

1, TH!CICWESS Of' OViH'tSUROl!N Unlu10wn ta. TOTAt. CORE R(COVCRY'FOR BORING - - - -

ll. DEPTH ORlLLEO ono ROCI( 0 lll, SIGNA.1'URE Of INSPECTOR

ll. TOTAL OEPTH OF HOLE 45.0 John Hunt

CLASSlFlCA1'10H OF MAiER!AI.S: v. conE eox Oft REMARKS

ELEVATJO!i DEPTH Ltll~N'J (DIID.,:1/pfl,)W i't.ECOV~ SAMPLE!. (Dtillfoll !lm!l, W<'tdt fou, tfoplh Q{ <RY N-0, wa,;tfm/1'./f, M':1 /l Q/4r;Wca-rtt>

' ' ' J '

- Medium brow,'}? fine-medium SP!

-, SANO, traco of ooarse sand, 65 - Jar' Sample

- Sn~, or9anfcs, shell frag.-nents,

- •et l - IX -- 2S-=

End Drive

--26 "-.----

.1 .j S◊ft, 91'<1Yr medium plastic, Oegll1 Driv-e sticky, silty CLAY: tra'ce SPT of fine-coarse und, sheli fragments 1 wet Jar Ss1mplc pp ""<0.25 80 ' ---- Loosef brm~n, fine-medil.lfli - SANO, trace of gravel, X - 30-= coa'rso sand, siH, wood, ~et End Ddvo --------

31-= ----= ---- 32-

J :l ..l ,,_ { ------ Soft, gray; plastic, stlc!,:;y, : s.,:mdy CLAY, trace of orgnnfcst 100 5 -

34- wet

FHG FOR. . P/l;Qli':Cl' 4 "''',,. _\!!", /.\ 1,1 If.. """'""'*"' ,(, B1 ow

"' Cou

-- " ----- 14 -- --------I-f-..

I-.... ,... ,_ 1--,_ --I- C I-,_ ...... ---c..

1--

I---- I- I- I- ' I-,_ I- I- 3 I- '--I- 4 ---C'" -------'""- I-,_ I- I-,-.. --'--·~ ------------- !- 1 t--

DRILLING LOG I Cl\!~ION IHSTALL/,11011 1:~L:T S.H~E:TS

1. PROJECT 10.SlZEANOTYPEOl'BIT 3•1/4" 1,0, H,$.A.

Sheboygan Harbor 1 \, On I UM F ,,. , SHvwr,i I ,u,., or /,!Sf..,) k, •. 'L'O'C"A'T;,;o;H'("c·,-,,-d'm',',o',',','S",-.,.,. • .,,~-----------4 1-c-~'~'.'~5~o~fc5~+c.O~O~S~o:":'ch_8c'c'c'c'cwc'c'c'c' __________ 412, MAHUF ACTURER' s OESIGHA TIOH OF DRILL

J. ORlt.LING AGENCY CME 1155 11

\..-cc:'o~•~•~m~,~"cc;'~"'~'"~'c'c'c'.:">'','C~om~p~,,,,Y,,_~----------113. TOTAL NO. OF OVER- I Ol3TUR DEO 4, HOLE HO. (A<t Gholl-fl on draw/nll 1/flo] 8UROEN SAMPLES TAKEN 7

<trtd (1/o numborJ ! SH-3-90

S, HAME OF DRILLER

D. Gordon

: U, TOT AL HUMBER CORE BOXES

IS, ELEVATION GROUND WATER

! UHOISTURDEO

: 0

6, OlRECTIOH OF HOLE j STARTU:O [ COMPLETEO

CXJ vER Tic AL □ 11-1c LtN Eo ______ or::G. 1<Ro1.1 v ERT. 1--"-· _0_A_T_,_"_

_'_' ___ 1L·_l000/_2_20/_9_o ___ 0i __ 1_0_/_2_2_/_9_o __ -;

17, ELEVATION TOP OF HOLE

7. THICKNESS OF OVERBURDEN Unknown

18, TOTAL CORE RECOVERY"FOR BORING

~•c·coc'c'_TcH::Oc•c•:'L::':Oc•c"cTcO_R:OcC:'c' _____ ....;:o _______ ...j111. SIONATURE OF INSPECTOR

II, TOTAL DEPTH OF HOLE 45,0 John Hunt

ELEVATION DEPTH LEGEND

,s - ----- ---- 36 ---:

37------ ---- 38-

-= ---39 _

40- ----- ----41-

42------ ---- 43 ---=

411 -

EHGF0RM1~?l p .sF" ,.,.

CLASSIFICATION OF MATERIALS

(Dt1ocrlp/lo/V

J

Medium, gray, sandy, fine GRAVEL, wet

Stiff, red brown, friable, sandy CLAY, trace of grav~l, s i1 t, iiiofst loose, gray, fine SAND, some clay, silt, wet pp =(0.25

Dense, gray, sandy GRAVEL, wet

Stiff, reddish brown, sandy CLAY

Dense, gray, sandy GRAVEL, wet

't. CORE

RECOV• ERY

PROJECT

BOX OR

SAMPLE HO,

f s

REMARKS

(Drlllin/1 flaw, Wd/ot /ou, dop/h of wa<1/l>nJn,g, ole,, U a/iJnl/lc<lnl)

SPT

Jar Sample

End Drive

Begin Ori ve

SPT

Jar Sample

End Drive

Begin Drive

Blow Count

-= 12 ~ 11 I-

-I- I I I- I I I I I I I-t I I- 1-- 1-

I--I----- 1-- -= 10

I------------= --------------------

I DIVISION

DRILLING LOG

WSTALLATION I.SHEET 4

OF' 4 SHEETS

1. PROJECT \0, SIZE AHO TYPE OF BIT 3-1/4 11 1.0. H.S,A,

Sheboygan Harbor 11. DATUM FOR SHOWH (TD/,/ wMS/...)

",-. 7L'o"c"A"T"l'07N"("C'o-o,-,-,,,-o-,o-,-o-,-,-,-o'<l-,nJ~------------i 1-,-,';0c'__cS__;o~f...:.S+CO~O~S;oc"c'ch:__B_,c•_ack'c"ctc'c' __________ -j 12. MAHUF ACTURER'S OESlOHA TIOH OF DRILL

J, DRILLING AGEHCY CME 115511

f.,..CC~o~lc•;•c'~"c...:'c"e'c; 0c•c•c'c's"o9c_:Cc0cmcpcaocwL..~-------------l 13. TOTAL NO. OF OVER• louiTuRoEo

4. ~:;,1...i,~~;J.t:i/h,rnn on dr<1wlnd ell/OJ SH-:3-gQ BURDEH SAMPLl!:S TAKEN 7

I UN011'TUROl.t0

! 0

",".'N"A"M"E~o","o"R=IL'L'E"R~-----.-1' -----------114, TOT AL HUMBER CORE BOXES

D, Cordon 15, ELEVATION GROUND WATER'

6, OlRECTJOH OF HOLE lllTAATED I COMPL.ETED

16, DATE HOLE 10/22/90 ' 10/22/90

GrJ V ERTIC Al. Q INCL.IN ED ______ 01/;G, P"ROM VERT, l------------L...:.::.=_.:.::__ __ Jl _ __:,::_=_.:.::___-1

17, ELEVATION TOP OF HOLE

7, THICKNESS OF OVERBURDEN Unknown 10, TOT AL CORE RECOVERV'l'"OR 80RIHO

~•-·_o_<_P_r_,_o_R_I_L_L_E_o_,_H_T_o_R_o_c_, ____ ~--c'o~--------1'9· SIGNATURE OF INSPECTOR

s. TOTAl. OEPTH OF HOl.E 45.0 John Hunt

El.EVATIOH OEPTH LEGEHO b

45-

46-

47~ ---

48------._

49----------SO------ ----51---

I

!!! i! --; -,· ----52------

53------ --- '

54 -r-f.Jr. i::rii:;,u , ".,, CLASS!F!CATIOH OF MATERIALS

(Doacrlpt/o/V

J

Dense, gray, coarse to fine SAND, some gravel, trace of clay, silt, wet

End of boring 45.0 1

Tremie bentonite grout backfill from 45,0 to 14,7

'1. CORE

RECOV•

ERV

X

BOX OR

SAMPLE

HO,

I

REMARKS

(Dtl/t/nt;f 11m,., W,5/Uf foao1 dap/h o/ waa/Z,.,t/n4, <1lc,, JI a/anWc-oni>

' SPT

Jar Sample

End Ddve

I HOLF. NO,

Coo t I- I-f---t t- I-,_ ,_ L ,_ f---,_ L.

t-- L

" ot

I. ,·- ~·· ···~' ,,_ -"' ,..,., 1:,··s 1

DRILLING LOG S.HEEt'S

~f'Ro1cc1· l(l, StlE Ar!C rYPE OF Bl\ 3~1/4 11 1,0. H.$.1\, Sheboygan Harbor ~ATOM FOR ELEVATloA SttoWH ( tiJSi .,n:m:r--· ,:7:ccmoH (C<>mdlfl.ruH "'s1.,11,;'.!fl,)

~·· SE of 0+00 South Breakw,1ter 12, MAMUfACiUREfl.'$ OElllGHA.i!OH Of ORtL~

3, OfHl.t.!HG ACl!ttCY CME 1155 11

Coleman Engfrieerlng Comoanv tJ. '(OTAL HO, CF ovi.m~ 1011'.iTUR.0¢0 ! v1101:nuuor.:o

4. HOLE NO, (A-, ~lltt""'1 04 .Jr"winH tHfo I D!JROEN SM.tPLES l'A~l!W. 7 : 2 am! M"' numb♦d ! SK-4M90 ' 14, TOT AL tHJM8ER CORE BOXES 0

:;. HAWE QI! ORILLER

o. Gordon t5, E;LEVATIOH CROUttO WATER . - . .

ij: omecnOM ◊F µOLE \'JT/<RTEO !COMl>I..C'fli:O t&, CATI; HOLE 10/15/90 J l 0/15/9:0 ll)VCRUS:A!... Qrnct.HU:O OE(h i'l'H)M YltRT,

11. lll...EVAilOH TOP or HOLE 1, THlCt;NE.SS OF OVER81JROEN Unknown 1~. TOT AL CORE RECQ\/EftY FOR aoRrno-

e. OEPn1 OR!LLE::l !HYO ROCK 0 tg, Sl(Hfi\TURE O':' \IUPt:C'l'Ofl

9, TOTAL Otf"YH OF HOI..E 60.0 John Hunt

Cl.MSlF!CATIOtf Ofl IM,l'ftflLAl.'S %CORE: aox OR REMARKS

ELEVATION Oli:PTH LEGEMO (OMicrfpttm:> RECOV~ SAMPLI:!: (DttWn/i tlm", wst"r fon11, dt;pl/r al ,ev RO, W<J<]//IQdM, <1l-", If dinWeand

' s ' ' ' ' ' - NATER ---_ ..

- Hi.7 1

... Very loo&e 1 brown., fimr Begin Drive

19- medlum SAND~ trace of silt, ,o 211 Sp1 it Spoon

- wet --

- 140,f Hammer

X 3011 - Drop

- 1 Jar Sample ----20- I

- End Drive

21----

---------n------- Medium grayish bro~m, iine~ Begin Drive - medium SAND> trace of silt - and ffo'e'g'rave1, wet SPT - 24- 65 Jar .Sample ---- ' - - X -- 2' -

End Drl ve -----------,._ .

27----- , ---- 16 -

ENG FORM 1 n " . . " . \YROJV.CY l HO/,;;;- HO, Ole w nt Cou

I------ I- I- 1--,... ---------- I- I- I--;.---,,-' --I-

~ ------- a - I---I- I-----------------e-- I----

I

I I ' I I

I GIVtSIOt< 01.H Al LA TION !Sj-{Lt;'; ;

DRILLING LOG OF 5 $HCET5i

\. f'llOJCCT N, Sl?.E AHO TYPE OF SIT 3-J/4° l ,O. H.S . .J\, Sheboygan Harbor rri7' oAtvM f()R ia:CTVrno'irffiot1N {tnM ,,/MSI-)

2, L◊CATl◊tt (,:q()n1lrttt!u <J: Slt1U<'N - - - - 90' SE of 0+00 $¢uth BraakwAter i:Z, MANUf'ACTURER'S OfSIVNATtON OF DRILL

l. ORtLUNG ME-HCY CME o5511

Coleman Enginecr!no· Corr,pa1w t ,. TOT At.. NO. OF OVER- I 01nu1t a &o ! VNOISTUABEO

4. KOLE NO. (A4 tb,,..n ,m df1JW/ng tWoj SH~tH}O

SUAtHZ:Ji SAMPLES TAK EH 7

' 2 ,,1>4 ltl• ru,mb.W i

H, 'TOTAL NUMBER CORI! BOXES 0 ,. NAMt: ◊f ORtLLJ.::R

D. Cordon HS, ELEVATIOl'l GROUND WATEll - - . - ,. O!R€CT10H 01' H.OL.E l*TART!i:O j,;;O!,«'t.ll'.Yl!;O

1G, OATE HOLE 10/15/90 j i0/15/90 (X}\•t:ftT1¢AL O!NCL(Hfi:0 0fi:Q, PftQM VU:RI•

TH!C,KNESS 01' OVlHrnll'ROEN 17, ELEVATION TQf> OV HOL.E - -.. ,. Unknown - . . - • 18, TOTAL CORE RECOVERY FOJ\ 80RI.HO

(I, oe:wn1 OR!LLEO litTQ R◊C:K 0 19. SIVHATUllE OF lttSPECTOR ~. TqTAL DEPTH OF HOL~ 60,0 John Hunt

C!..AS!HPICAT1QH Of MATERIAL$ ¾CORE UOX OR RE;t+ARKS El,J;:VATtOtt OEl>TH LEGl.':«O l'l.ECOV~ $AMl"LE (Drllllr111 Um<¼ W4f,;, kuit, 4llpU1 <J.l 61 (D(<1,,,r/p!fcn) ,.,

• ' ' J ' ------- Loose brown, fl ne~medi uro

- SANO, trace of si1t 1 coarse - saiiil, wet

29 - - 75 ---- --

IX --

30-:

31---------- 32~

33-------- Loo~e grayish brcwn. fine• -- medium SANO, trace of silt, - fine-coarse gravel~ wet 34-:: 65

35] [X Very soft, g~ay, sticky, - plastic, silty CLAY, trace

- of ~find, shells, wet -- Pf' "'0 -- .

36---------- 47-:

38 -

ENG FOR1,; .,:; ;1 ' PTI<">lt:'C":"

NO,

I

WIMll/<11tl~, ~,e., u d~nUica.W aegin Drive

SPT

Jar Sample

End Drive

Bogin Drive

SPT

Jar Samµla

Efld Drfve ow nt CO<J

I- I- I-f-

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

I- I- I-

I-

I- I- I- I- -I- I- I- I- I- I-

I-

I- I- I- I- 9 I- 1--- I-,___ I- 6 I-i::--- I- I- • I-l- I-

I- I- I-t i::-- I- I..

I- I-

I-,__ I- I- I- I-i

I CIV!S,HlV -- ·-· l>l:i;ALLATIO« • I S:i!CCT ' DRiLLlNG LOG Cf S SHEETS

I, PflOJtCT 10. SIZE MIO TY?£ CF llli J.wl/4" l .J, H.S.A.

Sheboygan H~rbor lf.··oAi'GM FOtt i!.:LEVX'i'!OtfsITOWtt:Tfmr~o\1)4> z~TION7.::ootdf.1,1lu or Sla!fCW .. .

so• St of 0+00 South Breakwater 12, UAN!JfAci'ur«;R.•s 0€.SlG!iAilOhl OP Dfl.lt.L

3. OfJ.!L!.lllG MifWCY CHE: ,,55u

Coleman £n9ineerfn9 Compatrv 1.), TOTAL, NO, OF OV£R• I ornTV!HHl:O I UNDltTURtHtO ~~ ,KOLE NO, (A.t •1W\\'1 Q{l ,1,,...,;,,4 1/ll<>l SH~4-SO nu1rnrn $AMPLE$ TAxe1, 7 ' 2 1>1Wf {th AIPl1l.><ttJ

' 14_, rou.L NuMaen cont ao:<es 0 s. HAJ4E OF om1.l.tR

0. Cordon Ill, eLEVATION GROUttO WATER

~- Olfl~CT!OH Of' HOL£ t5TART!.O I COMP!..U:H.:o 14, DA i E. KOLE 10/15/90 I 10/15/90 (Xj¥£/HICAL QIN~t.lt-1£0 Olt<.l, ffflOM Vltf!T, 11, ELEVATION TOP OF }!Ol.l!

1, THlCKllESS QF 0-VEREIUROeN Unknown

16, TOTAL t◊RE RECOVERY FOR BORINO ' s. ()t!PTH 1.mo .. Lt!O l!HO !{QC)< 0 19. SlOMAl'URE -OF INSPECTOR

$, TOTAL Ot:PTH QF liOLE 60.0 John Hunt

CLEVATIOH Cl-.ASSlFICA'nOli OP :.lATC:RIA\,$ %-CORE aOx OR fU::MAfU\$ OEPTH Li:;:GENO REcov~ SAMPLE (Dttllfo,1 ,im.., ,..,.,,,, /ou, d,,r,11, of 81 (f}oa~lptlon)

• • • ' - Soft~ gray, sticky, pl3stic, -- siity CLAY; trac-:i of saod, _, wot -- Pf'""' 0.5 -- Loose., 9r<1y, fine-mediu~ SANO

39-:

Soft, gray, sticky, plastic, -- silty CLAY, trace of sand, . ,trace ~i;;iots, shells, wet -- pp"' o.s --- 40- ' ---- I -

41 ---=

42--.

-- Gr,w sandy SfU~ trace of - clay i o bottCiiil of tube ---

43-.

'4-

45-• .

46-:

47--------- 4B -

ENG FORM HI , ._ " ,

<RY NO, w,,,i,1/»tll'l/1, el~, ff alarilt/,::a,i/)

Begin Drive

SPT

Jar S311ipta

100 5 t::nd Orive

Begin Push

1. Pu;,h thin wall tube

42.7 to 45~0 {2.3 1 }

100 6

End Push

Begin Push

PftOJl::C y lt;tt>"" 'H'-

Co "" unt

-- 2 ----- I-

::-,_ ,_ 2 I-

I- I- I- I-..... ,.... ,.... , I- 1--, ,_ i- I-c-, I- I-

I-, I-,_ 1-- 0-c...

I- I--,_ I-,_ I-,_, I- I- I- I-,__ , I-,_ I-

I-,-. , r- I- I-,_, I-,.__ I-- I- I-,_ I--c..

~· I DlYlSlOtl lHSTAl-\..AllOll T'a-KE~T ' DRILLING LOG Of ' SKEE'TS

I. P-flOJECT 10, $1Ze Mm TYPE OP' ll,IT l~l/'1-" 1.0. H.S.,\, Shel,oygen !fod.ior- 1.1, oATOM F61'i. EC!NA.'t!OR SHow'A (TBM w !.W,J

2. LOCA1'10N (C,;<1tdb>at,><1 <11 SU<I/M.) . - - - 90' SE of 0+00 South Breakwater \1, MAtHll'ACTURER'S Ot:~!GtlAl'lOH OF DRILi.

l. Oftll..J.lr<G AGI:tiCY CME 115511

Colem,rn Erv•irteerinn Co,,,.,anv 13, TOTA!.. NO, OF" OV<.::R· iOl$TVtHICO I 1JNOl$TVIH!liO

,. ~!\~,:~~t;/""Ml <>n w .. wtas 1/ih! SH-4-90 a,.moe:n SAMPLl!S TA.KEH 7 i 2

' 14. T-Oi AL HUl,\!lE'R CQRt!. 00-XES 0 S. NAME'. OF b.Rlt.LER

O. Cot<lon "· ELEVA:nou GROot{O WATltR 6, O!Rf:CTICH OF HOt.E \$TARTEO !<:Qt.!Pl.'i;;T.CO

"· OP.TE HOi.t:: 10/15/90 1 10/15/90 (X!vtRTICI.\. OINl,'.l..1>11;;0 OEG, FR◊M </&fiT, 17, ltLEVA'fJON TOP OF ttOLE J, l"HICKttESS CF Q\fEltBUROf'.tt Unknovm ta. TOTAL C-OHlt RECovrrnv FOR OORIHG ~. OEPYH ORtLt.EO lNTO ROCK 0 111, SIQNATl,,\RS: OF IRSPECTOR

9, TOTAi. Of:Pi;l OF HOU: 60,0 John Hur.t

Ct..ASS!l'!GATIOH Of' MA1'C.:RIAL$ ~COftE OOX OR RF.MARKS

ELEVA;J¢N DEPTtt LE.::;END (J>,,,..irfptlcr,) ru::cov- S.AMP\..E {Drill/mi 11,,w, w..<M fou, doplh ot £RY NO. W..lllh>tt<\'I, ¼lo.., U M$1'i/l/t>o!W

' b ' ; . ' ' - Pu1,h thl n wa 11 tube

= 47.7 to 50.0 {2.3')

49-:: 100 1

---- --- Cray 1 sandy SILT, trace - of End Push so-: -clay in tfp Oftube

Si-:: Odil er indicates drilling

- becomes more di fricul c

52----------5'----,.

-- Begin Drive - Mediuu, gray• fine-coarse

- SAND, scme gravel, traco 40 SPT

54~ {»Sn t, ~,et Jar Sample

:=J X

----- En<l Odve 5S------ --- 56-

\sol . -- ~··--.. .. -a,, Co, ... ---i-,- I-r--~ -~ ----

" at

---- 6 ----- 6 -------------------------