ML20268A121

Amendment 26 to Updated Final Safety Analysis Report, Chapter 2, Appendix 2.5A, Boring Logs & Data Summaries

ML20268A121
Person / Time
Site:	Saint Lucie
Issue date:	09/11/2020
From:	Florida Power & Light Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML20268A114	List: L-2020-123, Amendment 26 to Updated Final Safety Analysis Report, Chapter 18, Aging Management Programs and Time-Limited Aging Analyses Activities ML20268A115 ML20268A116 ML20268A117 ML20268A121 ML20268A122 ML20268A124 ML20268A125 ML20268A126 ML20268A127 ML20268A128 ML20268A129 ML20268A130 ML20268A132 ML20268A133 ML20268A134 ML20268A135 ML20268A136 ML20268A137 ML20268A138 ML20268A140 ML20268A143
References
L-2020-123
Download: ML20268A121 (300)

Text

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--*--tlt-1AAI.&-tn. 1123f69 DAOHIWO

.101NO. tJ-1127

<4 - * - - 2. SA-80

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B-108 UD 87.5 23.6 132.6 2.70 GRAY FINE TO MEDIUM SAND B-108 UD 97.5 18.6 137.9 2.70 GRAY FINE TO MEDIU~ SAND WITH SHE;LL B-108A UD 64.0 19.6 142.8 2.73 GRAY FINE TO MEDIUM SAND WITH SHELL a-108A UD 68.0 20.6 112.0 2. 71 GRAY FINE TO MEDIUM SAND WITH SHELL B-108A UD 82.0 24.1 111.0 2.77 GRAY SHELL WITH SAND B-~08A UD 88.0 30.3 120.3 2.73 GRAY FINE TO MEDIUM SAND WITH SHELL B-114A UD 207.5 26.1 117.7 2.67 DARK GRAY CLAYEY FINE SANDY SILT B-114A UD 257.5 41.0 110.7 2.64 GRAY CLAYEY FI.NE SILTY SAND B-ll4A UD 282.5 23.8 105.9 2.63 GRAY FINE TO MEDIUM SANDY CLAYEY SILT B-114A UD 307.5 35.4 112.2 2.62 GRAY FINE SANDY SILTY CLAY LAwEN***uo*NoToOTowoCoMPANY AI..AaAMA

.IN4&NGHAM.

SOIL DATA REPORT HUTCHINSON ISLAND JOB NO. J-112 7 SAMPLE DEPTH WATER CONTENT PCF SPECIFIC BORING (WET) GRAVITY VISUAL CLASSIFICATION Nut(BER NUMBER (FT.) PERCENT 83.5 20.4 132.5 2.79 GRAY FINE TO MEDIUM B-107 UD SANDY SHELL 152.5 18.8 133.0 2 .. 76 GRAY AND GREEN FINE TO B-107 UD MEDIUM SILTY CLAYEY SAND 78.0 19.9 104 .. 2 2.74 GRAY FINE TO MEDIUM SANDY B-111A UD SHELL El4.0 20.7 102.6 2.75 GRAY FINE TO MEDIUM SANDY B-111A UD SHELL 88.0 21.2 103.0 2.74 GRAY FINE TO MEDIUM SILTY B-111 A UD SAND N

67.0 17.8 132.6 2.75 GRAY.FINE TO MEDIUM SAND U'1 B-113 UD WITH SHELL

>I DARK GREEN FINE SANDY 0:>

UD 357.5 35.7 116.2 2.62 U'1 B-114 A SILTY CLAY 407.5 43.7 109.9 2.60 DARK GREEN FINE SANDY B-114A UD SLIGHTLY MICACEOUS CLAY-EY SILT 67.5 18.0 132.0 2.76 GRAY FINE TO MEDIUM SANDY B-115 UD SHELL 77.5 20.6 133.1 2.74 GRAY FINE TO MEDIUM SANDY B-115 UD SHELL 16.1 105.7 2.76 GRAY FINE TO MEDIUM SAND B-115 UD 87.5 WITH SHELL 24.7 127.9 2.72 GRAY FINE SILTY SAND WITH B-115 UD 107.5 SHELL 2.69 GRAY FINE SILTY SAND B-115 UD 107.5 GRAY FINE TO MEDIUM SILTY 137.5 27.2 125.2 2.69 B-115 UD SAND 26.0 127 .. 2 2.67 GRAY FINE TO MEDIUM SAND B-115 UD 147.5 2.74 GRAY FINE TO MEDIUM SANDY 77.0 19.9 103.4 B-117 UD SHELL LAW iENG<NhOONO TUTONO COMP ANY AU.8AM A IDUI!MIN OHAM,

HUTCHINSON ISLAND J-1127 (UD SAMPLES)

REPORT OF RELATIVE DENSITY BORING DEPTH MIN. DENSITY MAX. DENSITY IN PLACE DENSITY RELATIVE DENSITY (%)

NUMBER (FT.) (lcf) \ymin) (fcf) ( Y max) (fc£2 P) DRY METHOD WET METHOD I

B-106 137.5 69.70 95.47 104.77 122 .. 94 B-106 147.5 73.70 101~50 90.63 68.20 75.81 B-106 157 .. 5 68.70 91.29 91.98 102 .. 28 B-107 152.5 72.31 113.25 111.95 97.95 B-107 S3Q5 72.91 112.83. 110.05 95.39 B-107A 7~L5 73.86 95.60 104.08 127 .. 68 B-lOB 67.5 72.00 113.87 113.86 99.98 B-108 87.5 83 .. 62 105.76 107.28 105.35 101.44 B-108 97 .. 5 85.80 117.65 116 .. 27 96.80 B-108A 64.0 84.28 111.66 119.40 119 .. 95 B-108A 68.,0 85u24 117.00 92.87 30.27 B-l08A 82o0 83.87 117.16 85 .. 19 54.54 53.33 B-10BA 88.0 75.82 97.01 96.97 99 .. 63 B-111A 78a0 79.80 111.53 86 .. 91 28.76 B-111A 84 .. 0 72.90 107.78 85.00 4Je99 B-111A ea.o 84.00 107.78 84.98 $ .. 23&

B-113 67.0 80.64 113.66 112.56 97.61' B-114A 207.5 75.60 98.08 93.34 82.92 B-114A 257.5 71.40 92.44 78.51 39~79 38.77 B-114A 282.5 73.25 91.22 85.54 72.95 B-114A 307 .. 5 68.89 89.01 82.87 7*L63 68.59 B-115 67a5 85.20 113.85 111.86 94o7l B-115 77.5 . 76.21 107.86 110.36 105 .. 45*

B-115 87.5 fl6. 40 114.54 91.04 20.75 B-115 147.5 76 .. 65 109.92 100.95 19.53 B-117 17~0 12 .. 18 ' 111.89 86624 45.94

~ *CEMENTED SAND AND SHELL 1..0 0

SUHHARY OF LABORATORY TEST DATA Compaction Test ASTMD 2049-64T Grain Size AASHO,T-180-57 Max., Min. Den.

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A-1 S-1 12'-27' Gy med to fi sa 24.9 2.68 0.6 96.9 2.5 D 14.5 97.6 102.3 76.5 A-1 S-2 27 1-47' Gy & tan si med 22.1 2 .. 69 15.7 85.8 8 .. 5 c 14.1 118.3 106.5 80.3 to fi sa w/shell A-1 S-3 47'-67' Gy &. tan si fi 24.2 2.75 3.5 87.5 9 .. 0 D 14.2 118.0 115.1 83.8 sa w/shel1 & LS A-3 S-4 12'-27' Gy fi sa w/ 28 .. 0 2 .. 65 1.0 96 .. 4 2 .. 6 D 14.6 100.3 102.1 77.1 shell A-3 S-5 27'-47 I Tan c1 si fi sa 16 .. 9 2.65 50.8 37.0 12.2 D 9.6 126.3 }.14.3 80.6 w/she11 & LS A-3 S-6* .47 1 -67' Tan c1 si fi sa 9 .. 6 2.65 20.0 60 .. 3 19.7 D 11.0 123.3 113.4 72.4 w/shel1 & LS A-4 .S-7 12'-27' Gy fi sa w/shel1 12.9 2.68 1.8 95.0 3.2 D 15.9 103.4 103.2 76.0 A-4 S-8 27 1-47' Gy & tan si fi 16.3 2 .. 69 12.0 75.0 13.0 D 10.0 121.0 113.3 78.8 sa w/shell & LS A-4 S-9 47'-67' Gy &. tan si fi 13.6 2.72 18c0 68.7 13 .. 3 D 8.2 129.7 122.1 78.5 sa w/shell & LS A-2 S-10 12'-27' Dk gy med to co 20.2 2.65 2.9 94 .. 4 2.7 D 13.7 106.0 107.4 79.7 sa A-2 S-11 27'-47 1 Br & tan sl clsi 25.4 2.70 5.9 68.3 25 .. 8 A 13.4 120.1 107.8 78.8 sa w/she11 & LS A-2 S-12 47'-67' Gy & tan si cl 20.9 2 .. 65 .17 .o 78.. 3 4 .. 7 D 9.0 125.4 117 .. 8 76.9 fi sa w/LS &

shell LA\-1 ENGINEERING TESTING COMPANY Jacksonville. Florida I HUfCHINSON ISLAND I J-1127 I

File No ..

Table No.

TEST aOitiNG lltECOitD

• * . . . . . . . . . . . . . &ell . . . . .

Ill uo

• • 0

• . o II il

• o I I II

• 1.0 I ~H lORING F~)M 0 - 98.5 FEET, NO ~~PLES TAKEN II I I I I Ill!I

• • 6 I I I I I IiIll I

• Jt.O

• • • 0

~I II II III

• lUI

• zc.o  ! I Ill

• Jt.O BORINGNUMBEAAG 100 ST. LUCIEPLANT JOB NUMBERSA-737 PloQit t OF A 2.5A-G8

J' *Sill T *

• 41 II I II I

• 43" I

VERY tl~l:i!: ~1'.'\Y CALCJUtEl')l'S F!'NE SA:IC A~;o C~-*!"";';D

• " 0 II SANDY LI~!tSTO~:F. WI~If Nl'~'J:!lt!'JS l~l':I'>J:l':-'1 TO IJ\WU: Sllr.Lt. FJ>,V:-

MENTS A::D PIIOSPilATENODULES

• av.o I

" I I

I

. u.o I

• 71 0 II

.... ~------ *16.$ II

• 11.0 VERY DV.ZSE CAAY CAI.CUEOUS FINE SA:ID AND Ct~1r.'!ITF.D SANDY J:.U'.ESTONE WITH SHALI.

SHELL FRAGi~U:tr.S i

11.0 IILO

~----- -- -- ** , 0 I

~

BORIN GNUMB ERAG 100 ST. LUCIE PLANT JOE NUMB ER SA~737 2.SA V9

A IV *tt.o I VERY DDSE G!t.\Y CA:tc:AJU':OUS rx:otsA:;o A=:o c:,-*~..n SA..,DY tl:'<t.ESTONE WI':'H Nl.~tEROUS H!Dil-:1 ':'0 t:.itCE SH!:U. FRAG-M.E...TS ~lD PHOSPHATENODt.J'LJ:S I

• 101.0

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• tt 1.0 11 *. 0

' 11 I

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• 121.0  !/

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• I

!I 770 0

17 C,\U£\1L'S r:~;r. ":'0 ~'!::Nt:'l $,\:SO

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CA~F! OF l~OtP'FF~"'";':'t****pn s,\.'IIOj; rn*.~

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~ Ita * !sot*"

,**..~---- -- - l:.L&u VERY FtRH GJttr.f SLIGHTLY SILTY FINE SA.'ID

.,.!W ... * ** u no.c

---

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BORINGNUMSER AG 100 ST. LUCIE PLANT JOB NUMBER SA*737 2.5A-90 f'AO. S OF

• PIRM '1'0 f\Y.N~F. t:'tP:r.!'f~T.IC:fM't.Y f)'

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• 1411 '

-*If** 0 1151

• ' J4 as.c *11t.J ...

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SLIGHTLY SA!'lDY, SILTY CLAY

>>iD SILTY CLAY

~,ton

• J

• a11.o

- ---- -- .;!!W

• IM.a ,.... * .. to ITIFP '1'0 VERT STIFF GRJ:En CAL-CAU:OUS SLIGHTI.Y SANllY SILTY :ot.o 1---

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FRAG!1ENTS

,*to6.0 .... 0

• f1

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• tl BORING NUMBER AG 100 ST. LUCIE PLANT JOB NUMBER SA*737 2.5A-91

TI:ST 801111NG aECOIItO 4.0 I 0 to

." (

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• 21.0

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.

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SANDY t.I~'.!:STONB WITJI SMALL SHEU.. FRAGMENTS.

IWtD GRAY SILTY CLAY SJIULFR.AGMr.tl'S

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\

J50RING NUMBE'R AG 101 ST. LUCIE !l'LANT JOB NUMBER SA*737 Z.5A-Y3

• -------------------~

V!:JlY DENSE TO D~SE ~MY *

.....1 IIIII1\1111 I'J:!i£ S~:O A."iD WITH SHE.t.I. FRAGM.&NTS.

SA~::;y LI:~S'l'ONE

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STO~£ \/I't'U :O:MA.LL Sb::;u. 1-"AAG-

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'J'OP OF HAW't'KOM£ft;!'.:~ttON

\"E!tY FIRM GRD!f SLlGtrrLY SILTY FI~E SIND.

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• • • • • ~--- - - - -- -- o;J.S.U tonS! TO rtlt"4GR!EN SILTY FIR S.i\=10

~ .... * ' s V'

BORING NUM9ER AG 101 ST. LUCIE PLANT JOB NUMBER SA-737 2.5A-94

Ill .*

~-- ._~------

if ~

1*176 IIH e a

• t.oo~r.; TC l":ti\H ON:n 8:U.TY VEIItY ri~": Si\~D

~

938

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• • • • c1 - - -

VERY Pl'U~ GREEN SLIGHTLY CAL-l*lt!C CAIU:OUS SILTY rn:E SAND WITH SOME Sfi.\LL SHELL FRAGMENTS

~ *

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(l!OG.e I!IZ:l

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SORtNG NUMBER AG 101 ST. LUCIE PLANT JOB NUMBER SA-737 2.SA-95

fl nu

--- -- -- -- ~

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~ .... .... *

• SMALL ~HEt.L FRAGMENTS

• UI.

~ ta** II lliC!t W~ TE!'J1n!.'\.T!'!~

JJORING NUMBER AG 101 ST. LUCIE PLANT JOB NUMBER SA-737

?.SA-96 -**.....

TltST aOIUNG RltCOIItO

....... . . . . . . N*"rGA1'11&1 e 8

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\/'

BORING NUMBER AG 102 ST. LUCU:: PLANT JOB NUMBER SA*737 2.5A-97

• " -no

• 100

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.

• 71.0

• • 10.0

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• 90.0

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--- *100.0

~ I 1\

• 101.0

~

DENSE '10 VERY DENSE LtGtn' GRAY CALCAREOUSFINE SAND

• ttO.O I

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BORIN G NUMBE R AG 102 ST. LUCIE PLANT JOB NUMBE R SA-737 2.5A 98 PAGI: Z 01' 4

111.0 1-

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• UOG

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• • • • c *f40.0 ll

~----- --

FIIIH CltAY AND BLACK SP:frKUO I C/ILC!,PI':'iiiS F't!:P. S-'*:o Cvuy Fl!l& SIU:Ll. PRAGt1ENT~) ll l/

\}

I'...= iii 8 IBACIIISSfll

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.... ----- * ~

rtJII.'1G'AAY AND BLACK SI'ECXUO cJ\!...:

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('.'£::!Y FINE Sdu.L FR.AG.'tENTS) ftiiiiO It&

,'lf' ~~lF!"~r.!iTIA~O S~:r.IS"

• • a. jn:-..~n:

TOP OF IL\WTH\Jil."U: FO!I.::ATION

• IGOO 1--

DENSJt r:~ Slt.'l'Y P'INZ SAND

(""**

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trs.c 1- - - - - -- 1*170.0 I.OOSI! CREJtR SIL'ft' Ptn SAND V'

,.,.,... ...

• II: Ill BORING NUMBER AG tCZ ST. LUCU:: PLANT JOB NUMBER SA*737 2.5A-99

,**..1 - -

~

-- -- - 1*111 LOOSE ~l'tr.t:N SLit:H'rt.'l ' CAL*

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C..\R!Jl'S SLI":K'l"LY CLAYEY SU.T¥ Fil>E SAND 111C

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VERY D~SZ ~~~t~ SLIGHTLY SlLTY Pl::E SAND

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• II II

.... -- - -- ~-

~

D~S! ~EN SLIGHTLY CAt*

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• • • • • • tOll

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BORING NUMBER AG 103 ST. LUCIE PLANT JOB NUMBER SA*737 2.5A-101

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• r.IGH'1'LT an,TY

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~* *~-- - -- - - -* IllS BORING NUMBER AG 103 ST. LUCIE PLANT JOB NUMBER SA*737 2.5A-102

J *113.0 TrTillr I

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~-- ---- HltJl.C!

VIRY DE!-ISI CR.I\Y C:AX.C:AIU:OUS FI~E S~.!ID WITll SOI!E BLACK SPECICS AND SHELL FltAGMHTS -toe o vu.o

--- *UliO

~

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Pim.: TO VERY DENSE CRD:!f S_LICR'1't.Y SILTY FINE SAND f*U.It IUI4 . 31!1' 10/3-

. **413.0

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-BORING NUMBER AG 103 ST. LUCUE PLANT JOB NUMBER SA*137 2.5A-103

~ ~ ... * * ..

Pitnl 'fO VERY DENSE C:U:D S.LIGHTLY SILTY FINE SAND

• • • • • ~

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BORING NUMBER AG 103 ST. LUCIE PLANT

.JOB NUMBER

• SA*737 PAGil .t Otr .t 2.5A-104

~

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wUB BOP.ING FROM 0 'rO 10~

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J rv r **

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...... Ill 01" 12

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1. . . . . .

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2. SA*-112 ...

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• 1:11.1 1---

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APPRDXIP!ATE ARE LIGHT BROWN PHOSPHATIC SIS.O Pld GaAll't.1'LAR SA.>fO AND ,

fOSSILIFEROUS LIMESTONE

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1*1710 *-

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LIGH'l' GRAY cm:r.: SANDT tzXTURED FRIABLE MICRO- **

FOSSILIFE ROCS, !'.ASHY OP L.(~r:STO*;r:;

• CO:""OSI!' !l:l MARINE DETRITCS, POORLY IOROUS

~--------------~~~~~---

__ .( _ _ _ _ _ _ _ _ _ _ _ _d -

BORIN G NUMB ER AG t 04 ST. LUCIE PLAN'!

JOB NUMB ER SA*737 PAGC I 1 01" \2 2.5A-1 15

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'l"U1lED CHALICY LI,...!:STONE 1 . -cu.o MODERATELY FOSSILIFEROUS. !UI SOME vuc;s BT.C':::IVZ5 !'IOFX "M~:ut.AJit DARK GRAY CREE~ GLAU-CONITIC MO":':'L£0 A.-.D TA:I C:WUJCY LI.U:STON!:

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'1'0 DAJUt GRAy; :nuu:o POSSILIFEROUS LI!tESTONE

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• 1100 aGIUIICftNUNA'l'ED

.. 1....0 BORING NUMBEftAG 104 ST. LUCIE PL.ANT JOB NUMBER SA-737 2.5A-116

8.aV. M:llll't'GIAYIJ: .....C ........ Ha fl. . .

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• 08,5

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BORING NUMBER AG 10!5 ST. LUCIE PLANT JOB NUMBERSA*7l7

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• t7.0

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51Ll'TFITiE $AltO. t07.0 Oil

DORING NUMBER AG 10:1 ST. LUCIE PLANT JOB NUMBER SA-737 2.5A-118 PAGC 31 Of' U

V'EP.'l D£l'ISt CRE~ A."IO ISI.ACJt SIL'll FI!;£ SAND.

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112.0

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-- - - - - ,,.,. . ~

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1\ .

141.1 1 - - - - ----- *- 13!.0 GREEN CA.t.C.\REOUS SILTY CLAY I~

v *111'.0 I.~

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Ill" Cl II BORING NUMBER AG 105 ST. LUCIE PLANT JOB NUMBER SA*737

2. SA-119

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GU£N C:.::.CAEU:Ot:S SLIGiiTLY CLAYEY SILT

• 117.0 IUU ,*.. 0 0 I

I I*ZIIZ.O i

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--- --- -- - -- *ZII7~ lltiUI

- *- 0 JOSC

-- - _ . _ . _. .....~

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v CRF.r.l St.fr:lm.Y CALC'ARr.OUS SLIGHTLY SILTY CLAY 1211. net ,...

• 0 BORING NUMBER AG 105 ST. LUCIE PLANT JOB NUMBER SA-737 2.5A-121

A

'N C:RF.F.~ SLII'7!!':'LY CALCAitF.OUS SLIGHTLY SILTY CLAY

- sozo

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• 107 0 uu ,...

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• 1:1~ 11111 *

• II GR!EN SLIGH"!'t.'! CAI.CIJtEOUS *141.0 I

SLIGHTLY CLAYEY SILT I

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v BORING NUMBER AG 105 ST. LUCIE PLANT.

JOB NUMBER SA-737 ftAGC I o!P tl 2.5A-122

rJ  ;!!!.!

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• '11'2 o.

~204>1 18" c ttl.ll Jill!.$

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1 l-4f1.0 lUI? i !.. 0 V'

BORING NUMBER AG tO!

ST. LUCIE PLANT JOB NUMBER SA*7~7 2.5A-123

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LIGR'1' G'REE!l AND TAN SPEC:~

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SILT A~D n*:E SA~:D WI'l'H SOME .... * *

~r SHELL FRAGHENTS

~*

l

• --- - *U'fO .1123 0 _o uo.a LICHT GR£~ A..'fD TAN SPtCltt..ED -442 0 VERY CALCAREOCS SLI~H~~

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...f4?.0

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LICHT C!tEE~l s:.IGH~Y CM.-

CAREOUS SLIGHTLY SILTY CLAY

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I ....

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---

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,.,. ,... 0 CLAYEY n:;c; SA!>::> WI'::'H SO~

PROS?HAT! GIWW'L£5

.I

-401.0 V' Jf!L

• 4011 BORING NUMBER'AG 105 ST. LUCIE PL.ANT JOB NUMBER SA-737 2.SA-124 PAQ. e 0 .. 12

• 'I.

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lltlf'T l':'Ar:T.N '1'(1 l"MJK t:~F.M

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--- ~~

CALCAREO~S S~~CY SI~~- II S'TONE, PHOSPHATI C, SOH!

ri Sw.t.L FOSSILS

~ ._ . _

---

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i

~~~

YIRY SOrt DAIUt CR.EEN CAL*

CAUOUS CLAY

..... ~.-.------------

501'11'0 MEDit1!'1ftARl) GRAY

'1'0 GRAY TAN V!:RY PROS- -

PHATIC F t::E GRA:>t;tt.J\.R MODERATELY FRIABLE FOSSIL-IF!P.OUS LI~.ES':"C:;&,

SLIGHTI.Y POROUS

~

BORING NUMBE R AG 1OS ST. LUCIE PLANT JOB NUMBE R SA-737 2.5A-12 5

~*~--------~----------+-~

JWU) TO  !'"DOEAATtt.Y SOFT GltAY CREE!<< SA!:~y TO Stt.TY

~XTUR£~ SLI'-H~~y PHCS- IS P~'TIC FOSSILitEROCS LI~~STO:.E, POROUS* Sr.ALL WGS

- .;UZ.I.

CltADES n:-ro A SO" GRAY Glt£EN FRIABLE SILTY ftlC"l'URED LI~!tSTO~E, ~ICRO n rossx:.xn:~o::s, i'JOI>.I.Y POROUS, SOME SMA.I.L BUCX SPICU

• • • • • - \"!RY !Or.' DARK GREEN *

\ tl!.':Y C!....'!! i 1-

\ I ltlD!JIAT!:LY liARD TO RA!U>

GMY TA.'( SA:fOY TO SILTY **

TE~P.F~ FCSS!~!!~~CS SOMEWHAT FRIABU: TO WEI.L CC!£:":1'!::>uv-;::;-:-c,;!:,

NUMEROUS FOSSIL l'~LOS AND CASTS. MODEAATELY':"'

VIRY POROUS, OCC:ASIO~!ALLY VUCGc~**Tt~~~~~;~~..,..,........;>>

AL THl~ ~

VV"' u~.A.J

..... ~--- - - - --- 00 fCDF.PJ\Tn'l SOrf ClAY r:RL;t;:, FP.JA!lLt sn.n T!XTUPF.n L t!"~STO,.£. ~

Gr.HIUU\LLY I'U~t>l*S "m NOH*

ro~-.os , sor4E rosstL lA CASTS

---

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BORING NUMBER AG 105 ST. LUCIE PLANT JOB NUMBER SA-737 f'AGC 10 0 .. II Z.SA-126

~ "11

- )

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Ul.l VERY HARD GRAY '1'~1 FI~:t GP.A!It1t.AR, VE:tY WELL Ct* -

r MENTED LI!!ESTO!;E, VERY OU ~ ,~:~; ~~.R~~=O~~$G~L

, _ - - - - _, 10 MODERATELYSOFT GRAY T.ll,N FRIABLE SILTY 7tX~~REO LIMESTONE. SO~m FOSSILS, VER.Y FINE GP.ANUt.AR POOR.LY POROUS lOCI

• • nut

\

, ..("\""~.. ct,'!"f:LY F:~F'~

FRlii.BLE SILTY TE~"":'UR!':O r'--!\'t I

f':'!":T'~:

• j LI':t.S:'.:'!:F.. ?OC~t.Y PC'?"l~'S.

r:r:no: ('IIV*:lt't.J\ft, St.%1"1!-:"t.Y FOSSILIFEROUS

!'Ol'IT.RJ\TELY SC"F'!' CAAY I":RtFI FRl~BL! SILTY T£~~U~n LI~tESTONE, POOIU.Y P<'!'<<>US, FINE G~~ULAR, SLIGHTLY FOSSILIFEROUS

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BORING NUMBER AG 105 ST. LUCIE PLANT JOB NUMBER SA*737

2. SA-127

....* mo GAAY 7A.~"!U c~m-GIIA."WLAR WELL C't!'!!:~Ef)

• • ~tUIESTON!

• CO!"POSED OP FOSSIL BAS&. PO~US I* ..I .

~

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MOOtiiATELY RARD LIGHT TA.'I SILTY Ttxrt*~ED SLt~HTLY FOSSILit£JtOUS t.t:'.!:S'l'O:<E *

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CJW.rl

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....,. '1'01' OF CCALA L111EST0.SE INCREASE XII MODERATELY MARD CR!.A!~-TA.~

r*no AR'ttSIA:O rt.OW

!10'1'Ia:D MD GAAY ~LEO

• SPEC:1CLEO PINE GAA!ltJLAR G'X)t:l~lOID

t. t!-'.E!M'O'IJ£."!!['J£li.A'l'£LY P!ttAitE

• FOS~ILIFEROUS

~ 1

• • ~

• DORIIIG TF.Pl!IMAT!D BORING NUMBER AG 105 ST. LUCIE PLANT JOB NUMBER SA-737 PAGit sa OP *a Z.SA-128

TEST 80ftUIG ftECOfUII iiiY¥o N*v.,.v.-. ..o~ ..ae o oev

• • 110 ...... 110 . . . . . . . . . -

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,. e 11.1 I II '

... I I '

i!

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• %11.0 I

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BORING NUMBER AG 106 ST. LUCIE PLANT JOB NUMBER SA~737 2.5A-129

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• • • J

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. ,. . I 71.0

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u loU

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VZU DAalt I

SPten .EO CA:.:A~r:**s 5tr-:r .:,y

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.... \ II

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• tlt.l V'

BOR ING NUM BER AG 10&

ST. LUC IE PLA NT JOB NUM BER SA*7 37

. . . . . Z Of' ta 2.5A -130

__ -- -~

U..SI Of' t."!!OIFPI!:U::rl'IAT!:D SAHOS 11 I

• \

/

I I v l If

• 1060 t&I.O ~-~,_,

Ill IIII TOP OF HAWTHORNEP'C~TtON

\

\'ERY STIFF r.R...~ Sl.Inll't'LY tti.O CALCI.lEOCSFl~E SA."iDYCLA~

• HI 0 '.

~-------

1111.0

~

V!:P.Y C~S! '!'0 PJ\1'0 Glttt'!f C.U..OP.EOt:S FI!IE SA:;oy CLAY lft'l'MSHELL FRAGI1ENTS ,_,_, 0

-*a*.*

I I

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a.

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,*... uta * " II 1\

BORIN G NUMB ER AG 106 ST. LUC~E PLANT JOB NUMB ER SA*73 7 2.5A-131

111.1 ~ ....__ ......;,

r'" o 1*1110 uu * . .,

I'7G 0

!., ** 0 ,.,. * :sa u f'****

HAlO TO \'ERY HARD GR!n CALCAREOCS SILTY CLAY WITH

az SOME SHELL FRAGMENTS 1. . . . . . 11 It!:!:.:

I ZOI.O .... * .. n

• ll II I

1111.0 1177

1. . . . .

IUI.O ,,...

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~

BORING NUMBER AG 106 ST. LUCIE PLANT JOB NUMBER SA-737 Z.SA-132 Pacaa

• o,.. ta

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uo.o 141.0 tillS 0 !10/S" IUI.O VEftY MllQ GSU:EN SX.!:C:Wl't.'f CALCAREOUS SILTY Ct.\Y I*Ut,O .... * .,.."

(UI.O I ~ '"'

• lOIS" I

(111.0

. I 1*%71" 11tl

• SOli"

~

I I

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(171.0 I

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• 42 SO/I"

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• llf 10

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v BORI NG NUM BER AG 106 ST. LUCI E PLAN T JOB NUM BER SA-73 7 2.5A- 133 PAGE II 011' f2

f) I*JM,O YEn' liARD GRR1t St.ICJITLY CAt.CA.lEOCSSlt.T'lCLAY u:u 1.,,, * ..... ... .,,. ..

1.,,*.*

. (JII,O a*n .... * **

Ul,

-:-- c'u~

I Uf.O ISU .... *

• II IJH.O l* ..,.-

I P.JI.R::> 't'O VERY UJt!)G1t!:r!tS n':T ClAY I

.I 141.0 ..... ** 11 I

I t4e,o I sst.o 107 .~ I Hlr

,,.,.1 - - - -- - -- ,,. .

ano .... *

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BORING NUMBER AG 106 ST. LUCIE PLANT 2.5A-134 JOB NU~B£R SA-737

CRE'~ St.IG!ITL't C'Af.CARF.OCS SILTY CLAY WITII SOME LAAGI SIIEU. FJU\CMEN'tS r!

( , ** 0

.,, 0 ll8413 Ul"

.... c I""- - --- - - ~

CP.!:!:~J SLI~H':':.Y CA!.C.\P.!,t"S SILTY CLAY <liTH rt~:E TO MEDIC!'! SA.'iO SEA!!$ AND PI!OS-PRATE NODULES ,*311.0 2116 ** M

• n.c !""-

-- -- -- ,*3811.0

~IGHT G~EN CALCA~US SILTY CLAY WI'l'll FINE SAND SEAMS 391 0 2911 tO" 0 I

J

• u.o- - -----~--

lU 0 tiGHT GP.t!:!'f SA~OY Slt'l:'Y CLAY WITH SO!tE LARGI GRAY

• C:HEft'Z'PE88&:.ES

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• r*t-----

tiGHTGIU:EN CALCAUOUSCLAYEY ME."'TS A::o SO~tE SMALL PilOS*

PHA'l'E GRANULES SILTY :SA:;o WITH 51'1&1.1. l"RAii-

~Me

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nu ,... 0 0

-41C.O Ul.t

~- -~~------

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V' i"""'-

BORING NUMBER AG 106 ST. LUCIE PLANT JOB NUMBER SA*737 2.5A-135

• LICH'!' Cltnll ILIGRTL1' c:u&OUS llLft CU.1' cu.-

A

- - - ---- --** *- ~

~ * *

" LlCJIT CM!EN ILIORTL1' c:u.c:AitEOC!

SILTY CLAY

~**** ~-

LIGlft' CUD CALCAUOUS St.IGHTt.l

~ uu *II" CLAYEY FINE SA..,D WlTII SOMa iN' PHOSPMTI:GDHULES

• • ~

~--~ ~

ltn.o 1 ' - - - ~

II .... *

• L!CRT GUD SLIGRTLY CAL*

CAUOUS SU,t'Y CU.Y WITH SOl"-

r.uc& DAJUtGIIAYCHJ:Il1' PEUIZS t-****

~ ""

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I tI LlGH'f GREU C:.U.C:.UZOOS SLIGftLY CLAYEY SAMDY 111.!'

I~

un

~

. ~,. ..

CJUanf C.U.CJUWOUS Cl.AYft' SANDY liLT t:!.****

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v BORIN G NUMB ER AG 101 ST. LUCIE PLANT JOB NUMB ER SA-737 PAOli: 6 OV ta 2.5A-1 36

. __ rv" 101.0 LIG!!"!' CtU:t:: CA.t.C.U.EOUS

- ~

SILTY CU.Y

-"-'-'4 1-- lp *491.0 17UI

"* .. )( *4'1U 01\

110 0 SOFT r.MT GK!~~::-~ sn.n TO F'l'lr. l':JINIW~J:x-tl'~rn ~*oor:n-ATF.LY Pll(l$1'11..\TIC LIM.&* as r~~ o STONE 116. I 1-- (~*' 0 M<'N*:AATF:L'I' JI,\RO GRAY I;I~T.E!I!

st:.TVTf.X':'tll::r:n t.!Y!':~""O"'f.

-. Nt'~11':-:l0l'S :'I'LOS A~!'l Ci\~TS 100 IU

\ v;.*,;.;y, i'OROl'$, SLXGII":LY ~-

J::.O~~ATZ _ ._ .__ _

c:'* m:r.r.~; ~

MC:)£~\TEL'i s,1~*-:-

f-

--- ---I

~- 3!;..'!"': ":'r::o-~t~~'t!"'!" ~:..I~tt"rLV

~SPl!A':'IC LI~'!:S70>JE MOi'IEAATEL'! 50FT !.141!1'~AAY SILTY TO SIIS!'I'fT£~Tt'R£0 *!111.0 100 SLIGI!':'LY ro~s n.rn:Mt*s LI"!E~~o.;::, *;:py :"""'"~~;""..~.~'!\....

S:!.\LL ANO L,\t<C:t PHO:SPHA':'il PEBBLES, GENERALLY NON-POROUS 1*1111.0 1--

ne. * *321.0 traP OP SUWANMZI!!

~I"!!S~~'!:

HARD LIGHT ~RAY COQUINOID to .

LI!~STO~£. vt*cr;y. POROUS, IU.'!'E~IATI'IC': WI':'K MODEMTEL'! f'.ARO SANOY '!'0 LI!'CSTO U£,

51LTY ':'F::~CRCD

,.sz *. o MODERATELY TO SLI:::i?.'!'LY POROUS, SO!'S PKOSPRATE 1--

NODULES.

100 t*SJI 0 GRADUALLY BECO~~S SOFT GRAY GR.E£~ PHOSPRATIC 1--

v S.l\!:oY TEX'!'t'~!::O LI!~S':'O~lE, l"OOJU.Yro110~*s

• SLICH"!LY I'OSSILIFE~OUS.

BORIN G NUMB ER AG 106 ST. LUCIE PLAN T JOB NUMB ER SA-73 7 PAOli S OP' t3.

2.5A-137

..... ~--

ll~!)f'*A~.Y

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lflll"'1'0 ~I"J'ft- IOC

~w ATF.I.Y S ...M' Y.r ~liT f'!R.\'t 5*\:iOY 'ttr.t'RP'~ FOSSrt.I*

FtfiOtJS t.t ..!:S':'.>NF., SC~

S:'.\LL V"l1':S, Nt!!'..t:ROCS F.:'liSU* .:'MTS.

IECO~S ~~EIATtLY HARD TO KiUtDCHALrt TO \~~y FI~:!: G!i'.;t.~;t:!.A~ CC"'t:t~:*JtD ~

Ll!1F.STOSE,~"!Y VUCGY, POIOl'S * !'".A.Vf FOSSIL ~LOS A.\'D CAS":S*

-~-- ***'-"

1---

1.,....

I-

• 171.0 MODERATELYsorr 'ro 50FT SANDY TO SILTY T!::'t'Tt:!tED.

I SLIGHTLY POSSILt:EROUS ,:!!!.;!.

110 Ll~t!STO~!

• POO:!'.LY POROt:S

• SOME lORIS OF POSSIL KlLDS

. I- ~*.!

--- ~

~RftStM WA'l'ft FI.CW APP"-C!Xt*

~ *~TnT 311 c;.I.I.OKSPER MI!I.'t1TE (Gl'MI u no nrr DEZP j*IH.e 1:1 "P

BORING NUMBER AG 106 ST. LUCIE PLANT JOB NUMBER SA*737 PAGC te OP tl 2.5A-138

e \

.~/

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• ~ J'l'~'~!"r.M-:or'Y G!'.!:t~

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~'l':"'l':~)l':"l::~.Y \'IT(:,W, l>O!l:Ol'S, 5,-..~~1" FOSSIL CAS'l'S J\NP I*GMO

!":..,.'LiJ!) fa-BECOMES A COQt'I~lOIO, VERY

\"'CGGY LI~~S'!'O~E tn.o ~---

~.OO£RA'1'tLY Sl?M' GAAY

-- 40

.ftt.O I--

CREE~ fOSSIL lt,.SK L:t~-

STONE, \'!:RY GAANIJI.AR, POOIU.Y POROUS

-tiiU

~ 1 017.0

~ .

MOD£RA T!:LY sorr GAAY r~o CR££~ SILTY T!~':.'!"EO ../

LI!ti:S"rm;£ , Svt:Z '.'O:rtY S~L FOSSIL F~r~~NTS, AR'1'ESIAN FLOW MOLDS, VF.RY POROUS -ua.o INCREASES TO 1-- 1 .\!!Ot:"T 60 m>M

,.. u.o

..... ~-- - - --- 4fll I

iARD 'i'A~ AND OARX CRAY SPECIU.EO VERY TI~:! 1*638.0 GRAINED L.I!'ES':'O~E, St.YCHl'l'.Y V'l.!t".GY,FOSSILI-f'EIIOUS

-44t.O V'

BORING NUMBER AG 106 ST. LUCIE PL.ANT JOB NUMBER SA-731 PACIIE 11 OP' 1 2 2.5A...:.l39

--~-- ~ i'V ~--------

~~~t~

u RARI'I 'L'.\.~ AND C:!tAY SPECI'tLEtl

~t:.~* -r'\ ~~"**:*:...~~ ":-~-:'-~~~":~"'

NS:H LIF'r":<'CS L I"'!'STO~;E

• SOP1E Sii£LLS ~:OTED

• GCNEAALLY A FOSSTL HASH.

MODERATELY POROUS n

..., ________ _  :~.::..*..s~

NATZR nt n.ow Aor 695 FEE'l' OF.EP

'f'OP OP OCALA LI~

nDDbA'f'Et. T HlUtD CJtPM-'rAN AIID GRAV SP£Cta.EDCOQUI-

!mtD LI!".£S.:0~4r;. GE~EMLI.Y 1--

I'.~.J::Y  : ;,~::*t  :-;::rr:; :- ;;,;j.

V&8Y fOSSILIFEROUS

"'*' lORING -

TE~fi~IMA'l'ED BORING NUMBER AG 1OG ST. LUCIE PLANT JOB NUMBERSA*737 PACI& It 0" I&

2.5A-140

t Ill 0

ao 10 H

SPONTANitOU" iltli:'51'!!TIVtTY

.. !l'f)'1'F.NT!A . . I+I *.!!£.!!£ASING ...

OAMMA RAY I!U:.U~

l!O 10 1111 100 ***

120 130 uo uo TOP OF HAWTHORNE I

IIOTTOM 01' STitltl., CASING 180 110 300 aoo z:ao 220 340 ouu 210 uo 110 100 JOO sao sao r __ ,...

360

---

uo uo IZO a2o B:lO

(!op OF SUWANNEE <::::.-..

100 JOO TOP OF OCALA -~

2.5A-141 ELECTRIC ANO . GAMMJ\ RAY LOG AQ 10*

t t IPOMTAN .. OUS ltt:SIS'YIVIT V GAMMA lltAV tIll H (+) '"'""'!!'" ;. INCRIASINQ !Po

" 4 fOQUN*!& ..

100 900

,.. TOP OF HAWTHO RNE IZO 110 110

• • • .OTTOM Of' ITCIU. CASING

• • • 100 JZO uo a& I uo 110 liOO 100 no u.o liiO

• • • *a*

.... TOP OF SUWANN EE

--===::.

• • • '4Q_

IIZI

• • • TOP OF OCALA 100 7ltl 2.SA-14 2 ELECTR IC AND GAMMA RAY LOG AG \05

SI"ONTANE CUS IIII:~ISTtVITV OAWWA. RAV

~~lNG.

IAI..*I*I U"CIIIt:AIIH G.

4 Po*ri!:NT 10 20 10

• OO lOIII IZO &OTTOM OP 1111£1£1. ,C:A.IIIJ~G -....... TOP OF HAWTH ORNEl?O 1--...o --****-- ' -------.,..------------(

~

t60 HIO uo

~

zoo aoe 120 aao 240 1410

teo 110 110 300 uo ...

szo sao SilO

uo sao 400 400 410 410 4<110 4410 410 I:ZO uo 110 1160 IIllO TOP OF OCALA 720 2.5A-14 3 ELECTR IC AND GAMMA RAY LOG AG 106

• 1.

"*0C_VE.RLLOQS.E. light..

DIPYH DUQIP'nON VERY LOOSE to FIRM grey silty to slightly silty gr~fine__ - (1

+ 7 IUV oo

• PENITRATION -ILOWS PER 10 20 30 40 60 801 n.

slightly clayey fine SAND

s. C-FIRM grey fine SAND - - -- - II- 2.0 *,I

'4 J

G. e 1-DENSE blue-grey silty slightly clayey fine SAND ~ 3~0 4 with shell fragments and some small silty clay seams

13. c FIRM blue-grey fine S~ND and clayey silt SEAMS "" 8.0 __ I

16. (l LOOSE to FIRM blue-grey i-13.0 slightly silty fine SAND with trace of silty clay lenses

23. 5  :;)UJ:"'J.' oJ.ue-grey Sl.J.1:Y l:J.ne slightly sandy CLAY with i-18.0 I-

27. 0 shell fragments I

DENSE to VERY DENSE grey slightly silty fine SAND '"'23.0 with cemented fine sand v

v seams

33. s_ - -- - - - -

-28.0 I DENSE grey slightly silty

36. 5 fine SAND l FIRM to VERY FIRM tan fine SAND wit~ some shell frag-ments and VERY DENSE grey -33.0

40. 0 cemented fine sand SEAMS TEST BORING RECORD (Page 1 of 2 Pages)

IIOCUNil Mll1'l AlfM.., ...

ANa IAIIIfiiiJNe CDIIIHIU.INII M8nAITM8o2111

• lORING NO. SB-1

.........ttOH IS 1MI NUMIII Of ILOWI Of 1... Ll.NAMIIII l/5/ 7 2

-=-

'AWNG Jet tN. IIQUIUD YO DIM 1.4 IN.LD.....,.,. ln. DAtiDRILLED WA111 tAM~. MIlL JOI NO.--..,.;J...,-_.1,_5._4...,0....,

~ 11***r***....,.. 2.5A-144 ltof q, llOCK COlliIICOVIIl'f LAW ENGINEERING 'OSTING CO.

DIPTH 40.0 42.5 n.

DISCRIPTION FIRH to VERY FIRM tan t~ne SAND with some shell frag-

.,...,..,..,_"" .:nv'l V'P.'RV U.IV

-33 Oo

• PENUIATION*ILOWS PER 10 20 30 40 n.

60 80100 l

• ~

/

lt<;N:-o.J<; Ol"'AV (2 VERY FIR}1 to FIRM grey slightly silty fine SAND with small cemented fine -38.0 sand seams 48.0 DENSE grey cemented f~ne I 49.5 ~Jji) 43.0 I

50.5 FIRI-1 grey slightly silty {3) t"1 .J BORING TERI1INATED (1} SAND (2) cemented fine sand SEAMS (3) fine SAND TEST BORINGRECORD (Page 2 of 2 Pages) lORlNO AND IA.MIIUNG Mini AITM D-1H6 cau NJWNO Mini AltM0.211a fiiNifttlftON tl1'NI NUMIRtw llOWSOf 140Ll.141AIIIIIIIIIft lORINGNO. SB-1 -

l/S/ 72 rAW*30 IN. UQUIUOYO IMUVII1.4IN.1.& IAMIIUa 1 n.

DATIDRII.UD -

JOI No. _ _ _J_-_l. . s-.4.o-.

~ Ul*ll'fiiU* IAIUILII lsof ~ IOClCCOU IIICICMIIY LAW INGINIERING 1UYING CO.

?.'lA-lL.t;

• DIPTH 0

2 .. 0 n.

~--

VERY LOOSE to LOOSE srey SAND VERY LOOSE grey 3.5 !--ty_fj.ne-.SA ND __ __ _ __

slightly sil-f~ne

+

ILIV 7 (D

• PINiftA1'K)N..II.OWS Pll fT.

I 10 20 30 40 6@ 80 100 VERY LOOSE grey slightly silty slightly clayey fine

+ 2. ( I SAND \

7.0 FIRM to DENSE grey slight-

• ~ ...._e 9.0 ,_lYJilli slightJ,y_ clayey _ - (1

- 3. c '~

VERY DENSE grey slightly silty fine SAND with shell fragments 13.5 VERY FIRM grX* sli~tly silty fine S D wi small - a.c fine sandy clayey silt (2 16.0 LOOSE grey silty clayey i

I 18.0 finP- SAND

..... 'r--7 FIRM to LOOSE grey slight- -13.0 ,./

ly silty fine SAND with some shell fragments and d@cay@d organic matter 23.5 SOFT blue-grel silty CLAY

- I-with some she 1 fragments -18.0 and trace of fine sand lenses T~

26.0 LOOSE to FIRM frey slight- '

ly silty sligh ly clayey (3 l

28.0

-23 .. 0 DENSE blue-grey to grey fine SAND I/

1"'28.0 -:

36.5 37.5

-DENSE tOVERY DENSE grey- - (4 '* \,

VERY FIRM grel fine SAND with some she 1 fraaments

& cemented fine san fragments ~33.0 40.0 CCIIIIIIIIWNG Mimi AITiill Nl13 TEST BORING RECORD (Page 1 of 2 Pages) lORING NO. SB-l

....-.unoH

• nee NUIIIIII e.a. ~

l/ 4 / 72 Of !IWWIOf *

• fAI.UHit M a N . _ . '1'0111M 'tA aN. U.IIAIIIPUII 1 n. DAYIDRIWD J-1540,_

>>&NO*...__..;;......;;;;,:;..;..;;;

~ 'R 111111MII IAiliiiPU IHI .....CCIIIIIIIC!IIMIY LAW INGINI!IIING TESTING CO.

2.5A-146

ILlY DIP'fH FT. - 3 3.0o 10 '10 30 40 60 1(1 1 40.0 u l ;J r-v J. r1e .::>LUll  !

40.5 J: ""-'.*J. "(,ik.!:::_

DENSE to VERY DENSE grey ~\

cemen ted fine SAND \

-- 1 43.5 VERY FIRM grey cemen ted i-38.0 fine SAND with loose slight ly silty fine sand seams 48.5 ~

DENSE grey cemen ted QUARTZ, (6)r-43.0 LU1ESTONE & FINE SAND with 50.5 !VEirr YIRM grey cemen tea- - Q/

QUARTZ_r_ LIMEST ONE, SHELL & ("1) 52.0 BORING TERMINATED r-48.0 (1) fine SAND with shell fragme nts (2} lenses (3} fine SAND (4) c~m~nt~d fine SAND (5) with some shell frag-ments and cemen ted fine sand fragme nts (6) small slight ly silty fine sand seams (7) FINE SAND with small silty fine sand len-ses TEST BOR ING2RECO :tD

" (Page 2 of Pages) 1108.- AND 1AM1't1N11 t lil\lm ..18M Al'llli1 CDU MILUNO M1111 .utMO.:lt \3 lORING NO..........,.S....B...,-....2....,.,..

JIHI'I'IL\'IION IS 'llfllNU. . . .Of 11L0W1Of 141JU. MAIIIUUIIl

'AI.Wtlt MIN. lliGUIUDYO IMIN1 1.4 IN. U..JAMIIUil 1 PY, DATI DlllUUED l/ 4 / 72 JOI NO.--" ""J""'- ....1.,.5'-4..,.Q""'

WAft& TAIII.1 ...

LAW IINGINllJ UNG taSTING CO.

2.5A-l4 7

ILlY

• PENmlATIC)N..ILOWI PIR n.

DIPfH

n. + 7. (b 10 20 30 40 60 10 100 0

VERY LOOSE grey fine SAND i ~VERY

~

LOOSE qrev s1Tcih t1v- (1 5

VERY SOF+ blue-ar e{ to grey

~

clayey f~ne san y o (2 r+- 2 .. 0 s.

-*---.!.. ~*

(

FIRM grey slightl y silt~

fine SAND and VERY LOOS to LOOSE lrey silty claye1N to sLight y c1ayey fine s D r--

8. c DENCE grey slightl y silty r- 3.0 4 fine SAND with small shell

& cement ed fine sand frag-ments & small silty clay lenses

14. (

VJ:;.KX 'tan :rJ.ne ~ANu r- 8.0 I 3

with cement ed fine sand (3

16. r DENSE grey slightl y silty very slightl y clayey fine SAND 13.0 t

22 . (

FIRM blue-gr ey fine sandy silty CLAY with fine sand lenses t<-18.0

25. r: r I

SOFT blue-gr ey silty CLAY I I

.r

28. 0 FIRM qrev sliahtl v siltv (4)

29. 0 STI.FJ:' blue-gr ey fine 23.0 I

slightl y sandy CLAY with calcare ous silt lenses

32. 5 DENSE grey fine SAND *28.0

36. 51--- -

DENSE grey tan cement ed

- - -- - \

LIMESTONE & FINE SAND with Silty tine sand seams i~

33.0

40. 0 TEST BORING 2RECO RD

• (Page l of Pages)

ICIUNCt..~llllll,. m AlmA . . . . .

SB- J COU~MIIRMUIN11a lOlliNG NO.

NNI'I'IAnON II M ...... OIJIILOWI Of 1414& f.&.IIIMIUIII:

'fOIIMllAa 1.8.~In.

FM.I.IM4t acll IN.IIIIGIUIUI) OAfl DlllUD l/ 6 / 7 2 JOI NO.-............J;.,-...;1;;;,;5;..4;;,.;0;;..,

LAW IINGINI!IEIUNG TESTING CO.

2.5A-14 3

Dii!SCIIIPTION IllY

• P!NnRAT ION-IlOW S PIR FT.

DIPTH

n. -33 ()) 10 20 30 40 60 80100 40.0 DENSE grey tan cemen ted LIHESTONE & FINE SAND with silty fine sand seams l

44.0

-38.C FIRM grey silty fine SAND

& VERY FIRM grey cemen ted LIMESTONE, SHELL & FINE

\

~

1\

SAND t-43.C 50.5 BORING TERMINATED

( 1} silty slight ly clayey fine SAND (2) slight ly sandy SILT (3) fragme nts (4) slight ly clayey fine SAND

/

TEST BORI2NG RECORD (Page of 2 Pages) 8C!i!INGI AHO~Mim Al'fM8o1SM SB-J

~ NIWIPIO IQm ASTM D-21 Ul lORING NO.

PI'HmtA1'10M II 1141 miMSIII Of III&OWSOf 140 LL MAiliMa l/G/? 2

-=-

PAWHG :10!No ~ '1'0 DIUW 1A IN. S.D. MMIUII1 n. DATIDR IWD WloftWfM II.III& JoeNo.___ J_-_l_s_4_o_

.......... WA11RIM U.11&

LAW INGINIIR ING TESTING CCX'*

2.5A-149

• - DIJII11t 0

2.0 fT.

VF.RY LOOSE LOOSE to FIRM grey DISCiliPTtON qrey fine SAND ILlY

+ 7 00.

• \

• PINITRATION-ILOWS Pll FY.

10 20 30 40 60 10100

~

20 hrs.

slightly silty fine SAND 5.5

+- 2.0 At~

t' LOOSE silty clayey fine 7.0 _5AND DENSE grey SJ.J.gnt..I.Y Sl~ty 8.5 _sligh.tly__claye~ne ....sAND_ - (1' I

• 1\

... 3.0 r-_o VERY DENSE grey slightly silty to very slightly silty fine SAND with small shell fragments £ trace of silt lenses - 8.0 18.0 r FIRM to LOOSE grey silty -13.0 slightly clayey fine SAND ~

22.0 II 23.0 VERY FIRM grey fine SAND (2' SOFT blue-grey silty CLAY -18.0 with small fine sand len-ses

• 29.0

-23.0 I VERY FIRM grey fine SAND I

with cemented fine sand fragments 33.0 VERY DENSE grey fine SAND 1--28.0 with cemented shell 6 fine sand seams 39.0 Xr~~h~f~.::t9t-r,r~,~r~lxrn l1

!-33.0 ~

40.0 TEST(PageBOr!ING RECORD 1 of 2 Pages)

. . . . . ANIIII ............. AITAII ..IIM c:au DIUIU.INII ......Anlll . .:ll11:11 lOlliNGNO._...,s:e_-_ 4....__

.......U110N II ftlll..,....OfllOWI Of 141t I& MAMMa DAti DRIU.ID l/ 6 /? 2

-=-

PAWNGMIN.UQUIUD10 DIIMIlAIN.I.O.IoUIAB 1 ff.

WA118 tAU. M & JOI NO. _ _ _ J-1540

-.g;p WA118 'fAIU.I &

LAW INGINIIRING liSTING CO.

2.5A-150

DEPTH ILlY

• PENETRAnON-IlOWS PER FT.

FT.

v

-33. (b 10 20 30 40 60 80100 40.0 VERY FIRM to FIRM grey slightly silty fine SAND with cemented shell, lime-L r\

stone & fine sand seams 1-38.(

47 .. 0 --vERY F!Rr'rgreyl:. an par-tially cemented QUARTZ,

-4 SHELL, LIMESTONE & silty FINE SAND ... 43.0 0

SLO BORING TERMINATED

~48.0 (1} with some shell fraq-ments (2) with cemented fine sand fragments (3} with cemented shell, limestone & fine sand seams TEST BORINGRECORD (Page 2 of 2 Pages)

ICIQmeANO ~IlliG aunsAI'IM a.usa C!Ciftl! ~ MUTIAITMO.ll113 lORING NO. SB- 4

~f!Ofia II 'IMI HUMUR 01/lii.CWII 01114101.&. MUUIIIa FAWM6 30 IH. UQUIUU TO 1111UV11 1A &N.LLIAMI'Ua 1 n. DATIDRILLED l/G/ 7 2 WA111 TADU,. M I& JOBNO._ _ _J_-_1_5_4_0...,

WA111T.UU.1 MIL LAW ENGINEERING TESTING CO*.

2.5A-151

DIPm II.IV

• PINDIATI ON-ILOW S PIR n.

n. +14.~ 10 20 30 40 60 10 !00 0

LOOSE l~ght tan f~ne SAND 2.0 f - - -

\

3.0 ,_LOOSE g~ slight lYJ.i1 ty_ _ (1 I FIRM light tan fine SAND If- 9 .. 5 r

7.0 8.5 V~RY LOOSE ~~~b slightl .y silty fine ::a.

(2 J

I I .....

VERY SOFT blue-qr ev siltv ft- 4.5

• I 9.5 I DENSE to VERY DENSE grey slightl y silty fine SAND *r--...

r-.,

14.5 t- 0.5 l1 15.5 VF.RV FT'RM hlnF!-C1l :'2V ~i]t-.v (3 VERY DENSE blue-g rey to  !(II'.

dark grey slightl y silty fine SAND with some small Lc shell fragme nts, silty clay lenses & cement ed ... 5.5 le'

- - \

il 20.5 Wne-.s aruL.fr agment s - -

VERY DENSE grey slightl y silty fine SAND 1'"10.5

~

26.5 FIRM grey silty clayey fine SAND Ii 29.5 -15.5 r J FIRM to VERY SOFT blue-grey silty CLAY ,;

ll\

I 33.0 FIRM to LOOSE dark grey clayey slightl y silty ... 20.5 36.0 -

fine SAND 1\

LOOSE to FIRM grey slight -

ly silty fine SAND with some cement ed fine sand fragme nts ... 25.5 40.0 TEST BORING RECORD (Page l of 2 Pages)

._...ANII~-Amlll ..IH6 C0Uoan.LIMflll l!llmi.UTIII IIINII1. laOIUHGHo._..,.S.;.;.'R--5-...._

~~~Nm~A'nON 11 nee~ Of~ Of,._.........,...

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~ WAMfMI& MI& .aoa No.___J-1540 .....,..;..,;.,.;..

~1JIJI!Ar--~

1-1 q, llOQt Cl'.llallill:OWIII1'

~

~ ..................

W.U.fM& I.II&

LAW INGINIIR ING 'RSTING .co.

2.5A-15 2

DIP'ntl ILlY

• PINnRATION*ILOWS PIR FT.

-25 . :0 FT.

40.0 10 '20 31) 4G 60 so100 LOOSE to FIRH grey slifiht-ly silty fine SAND wit (4) ~

42.0 I 43.0 VERY SOFT blue-qrey siltv (5) I FIRM blue-grey brown very t- 30. ~

47.0 clayey slightly silty fine SAND *I VERY DENSE cemented fine SAND with fine sand seams

~35. ~

0 51.5 I VERY FIRM 9rey I

s~ight~y silty fine SAND with ce-55.0 mented limestone & fine sand seams 1-40 *-~ *L VERY FIRM grey cemented QUARTZ, LIMESTONE & FINE SAND with silty fine sand ~

lenses t

59.0 BORING TERMINATED t-45 .. :

(1} fine SAND (2) CLAY (3) clayey fine SAND (4) some cemented fine sand fragments (5) CLAY IORINGw..llNiliO~*_s_B_-...,s lORING AHe~llllft'S.utr:&O.SIN COUNIWNO ~ .UfMD-2113 fiiNI!lmAnON 1$ TM1I IIIU.I'I1I8R M IIJf.OMOf 141111 LL MAIIUIII P~ 30M.~ 'fO O'IM1.4 M. LL ............ I Pl.

DATI DRIWD l/ 7 / 7 2 JOa No._ _ _J-1540 __ _

• 'lllllllllm--~ ~ WA1181MUI, 1 ...

1--1 <;~. ~ COIIIII-1' .... 1!.041801'...,_WA1111l LAW IIHOINIIRING TIS'I'ING CO.

t') CA 1t:o")

• oiPTH DISCIIPYION 1UV

• PINITRATIOM-II.OWS PR n.

n. 0 10 20 30 40 60 80100 0

FIRM light tan fine SAND with 1.5 ~~ell ~ent.s L.E.Ull-- --

f 2.0 '*'"'~ i::"'f ~}::;.+:1-..u .,. ~1+-u

"' c... .,."'1; .., - (1 VERY SOFT dark brown fine (2 3.5 VERY LOOSE dark grey slightly silty fine SAND with decayed 1-6.0 roots

~

DENSE to VERY FIRM blue-grey fine SAND & SHELL FRAGMENTS

~

1\

19.0 1-1\

VERY DENSE blue-grey fine SAND with shell fragments 30.0 31.0 ~I~dark blue-gr!l._sliqhtly

- rl1 VERY SOFT dark blue-grey clay-ey fine very slightly sandy to

..--t I

sandy SILT 1

38.5 ....._,...

40.0 ~2~~~ ~~I~Ngrey slightly TEST BORING RECORD CIDUMIWNIJ Ma!IASTM ..2118 (Page 1 of 3 Pages)

IOIING NO.-..:B~-..::1~5;:.;4;:.....

II'D8i1IIAYION II M NUM11B Of KOWIOf l ... LL ........

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--.NO* _ __..........., ......ii'ooo WAftR fAll&. I IIIII.

LAW INGtNIIRING tiSnNG CO.

2.5A-154

DIPTM DISCIIPtiON IUV

• PENURAnON..aLOWS PER FT.

FT. 1G 30 4G 60 AOtOO 0 ~0 40.0 41.0 LOOSE blue-gr~slightly ~ty 4)

I))

42.0 LOOSE g~ sil...U,_cla~ f;i.rut LOOSE ~o FIRM blue-grey fine 43.5~~~~~~LL~~~~----4--4 DENSE t.o FIRM blue-grey very slightly silty to slightly silty fine SAND with some shell fragments I

51.0 LOOSE & FIRM blue-grey slight-ly silty fine SAND & SHELL FRAGMENTS 61.51-------- --------------- --------i DENSE to VERY DENSE blue-grey slightly silty fine SAND with shell fragments

• 72.0 VERY DENSE blue-grey fine SAND 79.5 80.0 TEST BORING RECOttD (Page 2 of 3 Pages) llOUtO.............. ...,.MlM ......

COUIMliUIMO IIIUYIAIYM..211a BOliNG NO. B-154

~nON tltMI NUMAft Of 1L0W1 Of 1* LL MAMMa

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fsol 'itaIIOCIC CCIIIIIIICV'IID LAW INOINI!RINO TISTIHO CO.

2.5A-155

DIPnl ILIV

• PINITUl'ION-ILO WS m n'.

n. 0 10 20 30 40 60 80h:M) 80.0 .v s ft~ti ~id~~:r~rsnEi~l, *:e. ~r:.y

~

81.5 VERY DENSE blue-grey very r

slightly silty fine SAND

~f.

ll 89.0 1 - - -- -- - -

DENSE blue-grey slightly silty

- 1/

fine SAND with shell & cement-ed fine sand & shell fragments t:\

1\

93.5 1--- - - - - - - r\

1\

VERY nENSE grey very slightly silty fine SAND R 100 .. 0 BORING TERMINATED (1) fine SAND with shell frag-ments (2) sandy slightly clayey SILT (Peat)

(3) organic SILT (4) fine SAND with shell & ee-mented fine sand fragments (5) SAND with some shell fraq-ments (6) fine SAND & SHELL FRAG-MENTS TEST BORINGRECORD (Page 3 of 3 Pages) c:oa....,.......,.,......,,a

..........~_,.AS\WI ...11M IOIING NO. B-154

~-II'"' IIM!IIIIMCMIIIUWIIIICMI14JeUL~

~--.-108fiMI1.4!1N.Ul. . . . . . . lft. DATIDIIIWD 1124

• 25/72

.101 NO.-.....:J""-;.,1..,_5..,;4LlO.r......

• ***mR"Wi'UMIU Wa\'IBf-..,11&

LAW INGINIIIING TUnNG CO.

Z.SA-156

DISCIIPTION IUV * "NmAT IOM-a i.OWS PIR n.

DEPTH 0

c 10 20 30 40 60 80100 LOOSE ligh t tan fine SAND 2.0 f-- with shell fragm ents (Fill )

VERY LOOSE blue- arev siltv

-- - 1) .....

3.0 VERY SOFT dark brown organ ic fine sandy claye y SILT (Peat )

(

6.0 VERY FIR~ blue- grey fine SAND with smal l shel l frag-

"'I 8.5 - men.t.s - - -- --- --

1/

DENSE to FIRM blue- grey fine SAND J

17.0 I

VERY FIRM blue- grey fine SAND & SHELL FRAGMENTS I-I l

28.0 VERY LOOSE blue- grey silty sligh tly claye y fine SAND I

39.0 t-- -- - -- - - - '2)

VERY LOOSE dark arev siltv (

40.0 TEST BOR ING RECOClD (Page 1 of 3 Pages )

APMS Do11M Jeil!IHG AN1t IAIIII'U NeMII'I couIIII!I.UNG....,. ..,.0.2111 lORING NO. B-155 H a

II'DII'nlA110N 111M! NUMUI Of laOW1IOf1

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WA1DY .UU.1l &

LAW INGINI IRING TESTING CO.

2.5A-157

. DIP'fM IUV

• PINmA~OWi fR Ff*

40- "* 0 10 20 30 40 60 80100 41.~--L~~~~~~~~~~~--~(3)

VERY DENSE to VERY FIRM qrey slightly silty fine SAND 52.

FIRM to DENSE blue-grey slightly silty to very slightly silty fine SAND &

SHELL FRAGMENTS 72.

VERY DENSE blue-grey slight-ly silty fine SAND with some shell fragments

*~--------- FIRH blue-:-c;rrey ------------- sl.i9'htly~~il- ------~

ty fine SAND & SHELL FRAG-

!~S with firm blue-are (4) 80.~------------------~..----~----------------

TEST BORINGRECORD (Paqe 2 of 3 Pages)

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NO. B-lS5 c:ua ................ ...a, ** lliDIIINO

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.......UftOM Of aOWIOP14ftd. . . . . . .

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~ .lOllNO.........._,.............,.......,..,.

~ _. ......,..,

1-1 ~ IIIIOCC COIIIIICIIIMU 2.5A-158

IUV

• PINITUTION-ILOWS PIR n.

DIPm 90.0 0 10 20 30 40 60 80 100 FIRM blue- grey sligh tly sil-83.0

~ fine SAND & SHELL FRAG-

~1i~T~ ~i ;~i !~rt;;l~;~~;~rey (5 r DENSE blue- grey fine SAND &

Sl:I.EL L FP..AGM.ENTS & Ceme nted fine SAND FRAGMENTS 89.5 r - -- --

VERY DENSE blue- grey sligh t-

-- - - - ~-,

ly silty fine SAND with 92.0 r - she.U . fragm ents- - -- -

VERY DENSE grey sligh tly sil-ty fine SAND with some ce-mente d fine sand fragm ents l\

97.0 - -- -- -- -- ---

VERY DENSE grey sligh tly sil-ty fine SAND I Q

lOOeO BORING TERMINATED (1} fine SAND with shel l fragm ents (F:il.l)

(2) sligh tly claye y*fin e SAND with claye y silt sea~s (3) sligh tly claye y fine .SAND with claye y silt seams (4) shell & silty sligh tly claye y fine sand layer s (5) claye y fine sand layer s TEST BORING RECORD )

(Page 3 of 3 Pages

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ii'IIMnU.ftON ~

• ~ 30 IN.~ 1'0 iiiiWII, .....&A~ $ "

• J-154 101 No. _ _ _ _ __ 0 Llltt1 R ......

LAW INGINIIRING TISTING CO.

2. SA-l r:;q

• PINiftA' f'ION.IL OWI , . n.

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n. 0 . 10 20 30 40 60 10100 0 ..

LOOSE light tan £inA SAND with shell fragme nts (Fill)

'l':~y lC tSl':

SCI!

1"'1 I"\ n~-c::rev IA-tT'I'" AVt:: "f tTMf"I 0' f~ *~

VERY SOFT yark brown organ ic SILT (Peat VERY SOFT dark brown highly

~--- ....

organ ic fine sandy SILT (Peat)

\

7.0 FIRM to VERY FIRM grey to blue-g rey slight ly silty to very slight ly silty fine SAND

!.n~ __

11.0 f -with ~ll .,!.h!!_l .J:~.

FIRM blue-q rey fine SAND &

SHELL FRAGMENTS 17.0 I

DENSE blue-g rey fine with shell fragme nts SAND I

23.0 r---- - - - - - - - - - - - -

• 1\

VERY DENSE blue-g rey fine SAND & SHELL FRAGMENTS &

DENSE blue-g rey slight ly sil- ...

ty fine sand LAYERS I

VERY*LOOSE blue-g rey to daxk grey silty clayey fine SAND 40 .. 0 BORIlNG RECORD TEST (Page of 3 Pages)

_ _ .._..._.. .A&IIII IIoiJIM

. _,..NGNO. B-156tl

......... ....... AAIINtl a

____ 1..............

DAJIH &WDl/12 ,13j72 m , . . ......,,. ...

_._._ J-1540

....,;;;;;,.....~~-

LAW INGINI RING tOTINGCO.

2.5A-1 60

DEPTH DUCRIPTION IUV

• PENITRATION-ILOWS P!R n.

40.0 c 10 20 30 40 60 80 1co VERY LOOSE blue-grey to dark grey silty clayey fine SAND 43.0~-----------------------------i VERY DENSE blue-grey slightly silty fine SAND 48.5~----------------------------~

FIRM to LOOSE slightly silty slightly clay-blue-~rey v

ey fine SAND with some shell fragments J

\

58. 0 r - - - - - - - - - - - - - - -

FIRM blue-grey slightly silty fine SAND with shell frag-ments

~

\

62.0f---- - - - - - - - - -

FIR.r-1 to VERY FIRM blue-grey l\

slightly silty fine SAND &

SHELL FRAGMENTS 73.5~~ ==~=== =~~--~~~~~~- 1 VERY DENSE blue-grey sJ.J.gntJ.y silty fine SAND 76.5~--------------------------~

FIRM blue-grey silty slightly clayey fine SAND & SHELL FRAGr.!ENT S so.oh-... ........ ........ ......-_..___.___._~._._._.__..w TEST BORING RECORD (Page 2 of 3 Pages)

IIO&INO AND IIUJIUIUNO Mlll'l ASYIIill!loiiM CCCI Dllii..I..!NGIIilnS Aatlli ll!lo21 1:11 lORING NO. B-156 H ta IMINV. . . .Of IU)wt Of , ... &&.lfMUIIB l/l 2 ' 13 /? 2 HNITUIION

'AWNO 30 IN. UQUIQD '10DllMI l.A IN. LA. ~ t n. DATI DRILLED J08 NO. J-1540

~ UI'IIIU- IAIIifUl WA'ID 'I'AIUI.

1 ML lsel .,., IIIOCil coa UCOinlll1' LAW INGINEIRING TESTING CO.

? t;A-1h 1

• n.

80.

oo.s ~ K.*l .ue.:::.Qr.f!Y.-..$J.J. ~  !::: crn1" " l,j IU'I 0

• PINm.AfiON-ILOWS Pn n.

10 20 30 40 60 80900 VERY FIRM blue-g rey fine SAND

& SHELL FRAGMENTS

~

87.5 I

VERY DENSE blue-g rey fine SAND I I

91.5 VERY FIRM to VERY DENSE grey slightl y silty fine SAND with ' ,, -,

dense seam of shell fragme nts

\

\

100.0 BORING TERMINATED

{1) fine slightl y sandy SILT (2) silty fine SAND with shell fragme nts

{3) *Clayey fine SAND & SHELL F:RAGMENTS TEST BORING RECORD (Page 3 of 3 Pages)

, l8llt'G NO B-156 H MII'IIA110N ...... ..._Of. . . . ,...... . . _

........ at ... - fO IIIIVI1..0 ... 1,0. . . . . . . I ft. DA'IIDIIW D 1/12,1 3/72

-NO *----.;;;.;;;;,.,;;,.;;....,.

J-1540

~

• 111181 .......

1-1 fJI.IOC il- ._,.... LAW INGINIIII NG liSTING CO.

2.5A-16 2

DIP1'H DISCRIPTION ILlY

• PINETRAnON-ILOWS PIR FT.

n. D 10 20 30 40 60 80100 0

LOOSE tan fine SAND with 2 o shell fragmen ts (Fill) 2:5 ;-Ul:"DV T.rin'C!l<' h"f'n'~-N~ ~ T'i'Cihtlv - (l

3. 5 1-VE:RL_SOFT dar.k...J;>rown highl_y _ (2 VERY SOFT dark brown organic slightly clayey SILT (Peat)

I

~~~~----~ ---,

6.5~--

7. 5 _LOOSE ----~~dark ------ grey slightly _ _ (3 L I\

FIRM to DENSE blue-gre y fine SAND with shell fragmen ts

\

I~

22.01- ---- -- -- -- -

DENSE blue-gre y fine SAND &

SHELL FRAG~1ENTS 29.0~----------------~--~~----,(4)~- ,

30.0~~L~O~O~S~E~b~l~u~e_-~g~r~eyL-f_1_*n_e__S_AN __D__& __ -~~~1~--+--+~-+-r~~

31.0 FIRU blue-are v sliahtlv (S) ~

LOOSE and VERY LOOSE blue-grey to dark grey silty clay-ey and slightly clayey fine SAND TEST BORIN G RECOtlD (Page 1 o£ 3 Pagco)

ICI&IMO ANDUMPUNG IIQITSAIYMlllo11M CIDiil HIWNO lUITS AS'Ill\ llt-2113 IQIJ!tG NO. B-157

~ftC* It'I'MIINUMIOC. lllOWSC. UO L1LIII.UIIIIIIIIII IAWNO ao 1M. UQUIIID TO 01UY1 1.4 IN.1.D. ........... 1 n. DAti DRILLID 1/19 20/7 2 I WA'I'IIIl TACIUI, M I& JOI NO. _ _ _J_-.;;;1;.;;5..;;4.,;;;0_

WAftiTMU .l-.

LAW INGINIIRIN G TISTINC eo.

/.SA-1f1i

• LOOSE and VERY LOOSE blue- (6 IUY 0

IY

• PINmA110N-II.OWS PIR n.

10 20 30 40 60 80100 VERY DENSE blue-g rey fine SAND with seams of fine sand

& shell fragme nts 48.5 VERY FIRM blue-g rey S.l..:LgntJ.y silty fine SAND 1 51.0 r-- - - - -- --- - ~

LOOSE and FIRM blue-g rey sil-J I/

ty to slight ly silty fine SAND & SHELL FRAGMENTS

• 64.0 t--- -- - -- -- -

1\ 1\

-\

LOOSE to DENSE blue-g rey

\

slight ly silty fine SAND with shell fragme nts l

~ ..

.,.~

' l',

'* ~

80.0 TEST BORING RECOrtD (Page 2 of 3 Pages)

..................... IOIUNG NO. B-157 H

. . . . . . . . . . . , . . . . . . . Ofli&OW SGII'181 &-- l/19 ,20/72

......... .. _ 1 0 M M 1 A ......... ........ DA11Da 1WD JOaNO. J-1540

• Ulddl ~

LAW IHOINIIR ING iUTING CO.

2.5A-1 64

DIPTM Ft.

so.o 81.0 t - - --

DIKIIPTION LOOSE to DENSE bl ue-g.::.=x

- -- 7)

IUV a

• PINITRAnON-IlO W$ Pll 10 20

!\

30 40 n.

60 10100

• )

[\

DENSE blue-grey slightly sil-ty fine SAND & SHELL FRAG-MENTS I\

94.0 -- - - -- -- - - ~

VERY DENSE grey slightly sil- ~

ty fine SAND 1\

~

100.0 BORING TERHINATED (1) silty fine SAND (2) organic SILT (Peat)

(3) silty fine SAND with some decayed roots

( 4) SHELL FRAGHENTS (5). organic fine sandy clayey SILT (6) grey to dark grey silty clayey & slightly clayey fine SAND (7) slightly silty fine SAND with shell fragments TEST BORING RECOtlD (Page 3 of 3 Pages)

IOIJMO AND IAM6IIUHO llllll'fl .....

AJ'hll!

COlliDlli\.UIIMt1111mAITMD-2113 IOIING NO. B-15 7 .!./

fiNn'IIAnoN II 'nCI NUMIIIII OCI e&OWS OCI t-.IJLMAMMII P.MUNe H IN.IIIQUIUD10 DllM lA 1M.&.e...........I n. DATI DRIUID l/lg ' 20 / 7 2 s.t.....o..._

JOaNo._ _J_-_l....

~ llflltlflill. . . . . . . . . ...., . 'fAIL&, 1 ...

1"1..,..---~ LAW INGINIIatNG flSTING <:0.

2.5A-165

DEPTH DISQIPTION

• PINITRAnO N-aOWS PUn.

n. 0 10 20 30 40 60 80100 0

LOOSE light tan fine SAND with shell fragmen ts (Fill}

2.0 ILOOSE-- ------

grey fine .SAND & SHELL (1 3.0 4.0 VERY LOOSE __g_r~ siltv (2 VERY SOFT dark brown to dark r--+--t.

grey organic fine sandy clay-e_y to sliahtlv ~lavP-v STT.T {3 6.5 FIRM grey fine SAND 8.5~--------------------------~

1 I

DENSE blue-gre y fine SAND &

fine SAND & SHELL LAYERS 11.0 r- -- ----

DENSE blue-gre y fine SAND 19.0 1--

21.0 r- --

DENSE blue-gre y fine SAND with small shell fragmen ts * -

\\

DENSE grey fine SAND & SHELL FRAGHENTS 29.0~--~----------------------~

VERY SOFT blue-gre y fine san-dy slightly clayey SILT 34.01-----------~---------~-----~

VERY DENSE blue-gre y fine SAND .----~~----~-r~+l 36.0~~~~----~----------~~--~

VERY LOOSE dark grey slight-ly silty slightly clayey fine SAND & VERY SOFT blue-grey slightly organic silty o

. ~------------------------~~---w~~---

AO clav LAYERS

~ -------~-.

TEST BORIN G RECORD IN.-

(Page 1 of 3 Pages)

IORINGAND ........... IIIIIftAIII!l0.1 M6 CCICI~MUTSASTM0.2118 lORING NO. B-158 1-/

fiiNmAI10N IIM NVMift Of !&OWl 0114eILLMAaUII8 fAWNO ao TO INlM 1A IN. Ut.IAMPUIII 1 n. DATI DRIUID 1 / 1 0 ' 11 / 7 2

.soa NO. _ _ _J-1540 LAW INGINEIIliNG liSTING CO.

2.5A-166

DEPTH DISCIIPTION EC.IV

• PINnRATION*IlOWS PER fT.

n.

40.0 0 10 20 30 40 60 80100 V~HY LOOS~ dark grey slight- [J ly silty slightly clayey fine SAND & VERY SOFT blue-43.5 arP.V c:lirTht-1v *"c siltV (4 VERY FIRM blue-grey slightly silty fine SAND & SHELL FRAG-MENTS 49.0 f-- - -- --

DENSE blue-gre¥ slightly sil-ty fine SAND w1th some s~all 52.0 cemented fine sand fragments J I

FIRM blue-qrey slightly sil-ty fine SAND & SHELL FRAG-MENTS 63.0 - -- -- -- - --~

\

VERY FIRM blue-grey slightly silty fine SAND with shell I\&

fragments \

68.0 - - -- -- -- --

DENSE blue-grey fine SAND

- \ \

with shell fragments 73.5 I - - -- -- --

DENSE blue-qrey slightly sil-ty *fine SAND with some small shell fragments 79.0 FIRM blue-grey Sl1ghtly S1lty (5 b 80.0 TEST BORING RECORD (Page 2 of 3 Pages}

OOil~Me---....-n Ulll . . . . .

COUDIUWNGMini .utM..J1UI lORING NO. B-15 S H IS THI NUMIIaOf aowt Of 140&LMAMMa IIINII'ftAnoM fAWNG aGIN. ~~-to 111M 1A._ &.D. 1AWLB 1ft. DATI DRILLED l/lO 'll/?2 JOINo._ _ _ J;;..-...:1:.;5;;.;4:.;;0:...

• * -lAIII. 1 ...

LAW ENGINEERING TESTING CO.

2.5A-167

IUV

• PINITIATION*ILOWS Pll n'.

DIPTH

n. 0 10 20 30 40 60 80100 80.0 blue -gre y slig htly sil- 1r Frru.~

fo-u el iMh+ -lu rol::o,,. ,,.., '.r.;...,., C::lll\T'I"'I (6 81.5 J ~

DENSE grey fine SAND & SHELL FRAGl-iENTS

-- -- - I 87.5 f- -- -- --

VERY FI:ru-1 blue silty fine SAND & SHELL FRAG-

-grey slig htly J

I MENTS with FIRM seam of grey fine sand y claye y SILT with smal l ceme nted fine sand 93.5 '--

fragm ents FIRM grey slig htly silty fine SAND with smal l shel l &

ceme nted fine sand fraqm ents 98.0 ,..,rey--e.ement..ad.-- - (7 t, 98.5 ~--o v~o~wv 1\

~Rlig~N~~grey slig htly sil-100. 0 BORING TERMINATED

{1) FRAG~mNTS with smal l sil-ty clay lens es (Fill )

(2) slig htly clay ey fine SAND with shel l fragm ents (3) (Pea t)

(4) clay LAYERS (5) slig htly clay ey fine SAND with some smal l shel l fraqm ents & silty clay seam s (6) with some smal l shel l fragm ents & silty clay seam s (7) fine SAND TEST BOR3ING RECORD (Page of 3 Page s)

..,._,._........_lilllll'l'!l ..,.,.ll

.u9lli 8 J-1 Cl:IU DIUU.INe Mllft AltM O.!t13 IIORftiQ NO. as B-15

'A lleiiiii'IL!l!'ION It 1MI N V -Of IIC.OW'I!I Of 1401.1.~

W. II.D.~ 1 n. DATIDIILUD l/lO ,ll/7 2 fAWNol at 1M. UOUWi llllYO MM J-15 JOINO . _ _......;;...... 40 LAW INGIN IEIING 11STING CO.

2.5A -168

DIPTH DISCIII'nON ILlY

• PINftiATION-ILOWS Pill n.

0 0 10 20 30 40 60 80100 LOOSE grey sl~ghtly silty fine SAND (Fill )

3.5 1 - - - -

VERY LOOSE dark brown silty fine SAND with some smal l roots r

/

6.5 VERY FIRM to DENSE grey fine SAND with shell fragm ents 11.0 1--- - -- -- - -

VERY FIRM blue- grey fine j SAND

\

18.5 - -- -- -- -- - \

DENSE blue- grey fine SAND I/

La with smal l shell fragm ents 22.0 1--- -- -- -- -- -

VERY FIRM blue- grey sligh tly ..1 silty fine SAND

/

29 .. 0 lt':ir o.rbl ue-g rey f"ne SAND & - J 30.5 SHELL FRAG.t.1ENTS .1 VERY SOFT blue- grey sligh tly organ ic claye y fine sligh tly sandy SILT 38.0 1--.

VERY -

LOOSE--

blue---

grey- silty - -- -

claye y fine SAND 40.0 TEST BORINGRECOClD (Page 1 of 3 Pages )

- - - - - . . . _ . . . _ _ tU\'M . .1H6 cou~...,.MT*Do2tta lOlliNG NO. B-lS ~ t.J ii'DimiATIOM II nil ,..,... Of ILOWI Of 140 Ul.01A1U11!1R l/S/? 2

-=-

fMUIIIM iaDIN. -10 IIUVII A ... IJt.. . . . . .1ft. DAn DIIUID WA1WI tAIIII.2111 I& JoaNo*.___J_-....l....s...4....o....,

~ -

' I I I I P I........ ~ WA-YM U,'II&

4111 II 1.011 OfIM&IJiOWAftlll LAW INGINIIRINt"', nSTING CO.

2.5A- 169

DENSE blue-g rey slightl y sil-ty fine SAND with small shell 47.0 fragme nts

--- v DENSE blue-g rey slightl y sil-ty ~ine SAND J 51.0~--------------------------~

FIRM and LOOSE blue-g rey slightl y silty fine SAND and SHELL FRAGMENTS J

• \

69.0 ~-----------------------------i u DENSE blue-g rey slightl y sil-ty fine SAND with shell frag--

I\

ments \

73.5 ~ - - -- - -- -- \

VERY DENSE blue-g rey slightl y silty fine SAND TEST BORING RECO~D (Page 2 of 3 Pages)

IOiliiiMl AND IMIPUIIM t....,.AI18'AO.IM6 80RINGNO, B-15 9/.J CIOIIII ........ MUll AlfM M1 U\

"*"U'ItON IJ 1MINU.MIIII

........... MIN.-

0/III&.OWO 0/11IMI&1.~

t o DIIM1AIN.a.&&UIIIIIUa l ft. DAR DIIWD l/S/ 72

"":"' WA'IIB'IAiii U.Me& ...

....,..., ...0 *--....;;;;....J-1540 11!::11 ** 111111"1111- &IAflliiiS ~ WAftllll fMUI. 11111.

M q, lOCICOIIIIIillaMIIIY -4 I.GUO#~WA11111l LAW INGINIII ING TOTING CO.

2.SA-17 0

DISCIIPTION IEUV

• PENETRATION*ILOWS PIR FT.

DEPTH

n. 0 10 20 30 40 60 80100 so.o 81.5 Fiill*~

FRAGHENTS grey fine SAND and SHELL i VERY DENSE blue-g rey sligh t-ly silty fine SAND & VERY DENSE blue-g rey fine SAND &

SHELL FRAGMENT LAYERS aa.oa-~~ ~~~~~~~~~~~71-1 DENSE blue-g rey slight ly sil-ty fine SAND with some small cemen ted fine sand fragme nts 9 2 _ s1_ __,.~nr-.,...

VER1 OEN~blue-grey s~~gn~-

ly silty fine SAND with ce-95.01 -

mented fine sand seams VERY DENSE grey slight ly sil- 'l I

ty fine SAND with fine sand

& shell fragme nt seams 100.0----

BORING TER~INATED (1) slight ly silty fine SAND

& VERY DENSE blue-g rey fine SAND & SHELL FRAG-MENT LAYERS TEST BORING RECORD

{Page 3 of 3 Pages)

IOeiNCI AND ........... Mlftl COlliDIUUJMG MlmAStM 0..1111 AITM 0..1 . . .

lORING NO. B-15 9 IJ MNmtAftOM II 1MI MUM. . 01' MOWS 01' 1... Ll. MAIIIlMIR

'AWNO all IN.UQUIUD to DIM 1A .._ Ut.....uaI n. DATIDRILUD 1/8/ 7 2 WA18t. UU.MML JOI NO. _ _ _J_-.-1...,5...,4...,0.._

WAnatM U.11&

LAW INGINIIR ING TESTING CO.

2.5A-171

e HNrnA11 0N..alOW I PD PT.

DIPTM

n. (1) 10 20 30 40 60 10100 o.9

o. 5 *

-(2)

VERY LOOSE grey slightl y s1lty fine SAND with small roots 3.5~~~----~- -~~~~----~~

FIRM grey fine SAND with small shell fragme nts 5.5,......... ---

FIRM blue-g rey slightl y silty

-- -- - \

fine SAND with shell fragme nts 8.01-- -- -- - - -

\

FIRM to VERY Firu1 blue-g rey fine SAND with shell fragme nts 17.01--- -- --

• l VERY FIRM blue-g rey fine SAND

& SHELL FRAGMENTS 26.0~----------------------------~ '\

'\

VERY LOOSE to FIRM blue-g rey \

silty clayey to slightl y clay-ey fine SAND 30.5~--------------------------~

SOFT blue-g rey clayey 'I VERY 32.5 4=.;...,..., a1;..,h+- 1n o~nA!' !!:TT."l'

• FIRM blue-g rey silty slightl y clayey fine SAND 37.0 ~~~~~~----~~~~----~

iVERY LOOSE grey ca~careous silty clayey fine SAND with small limesto ne fragme nts TEST BORING RECO RD (Page 1 of 2 Pages)

IOiltMG AMIAMPU NeNmi AS'fllllllotM6 COlli....... ...,...., .0.:1113 IOitiNG_MA. B-160

. . . . . .110M .. - . . . , . . . . Cllflii.IOWICllf1411tt.L ~

fAU.rlett M 1M. UCIIUIIID YO NM 1.0 iN.U.IM!IfU II I ft. DATI DRIU.ID l/7 '10/72

-.l..s.4oolilio_

JoeNo._.......-J...

~ WAftiiiY MU.M&

~

LAW INGINIEI ING TU11NG CO.

2.5A-17 2

DIP'fH DUCIIP T10N IUV

• PINITIA TION.....OWS PU n.

40.0 40.5 ..  :\}

0 10 20 30 4C) 60 10100

\

VERY FIRM to DENSE grey fine \

SAND

~

43.5 44.5 LOOSE brown fine SAND ,_j 45.0 ~}.,.,..::!

~--

r.-r,-..r SAND 46.0 DENSE crrev fine I

47.0 VERY SOFT o.rev clave v SILT

/

VERY FIRM to FIRM grey silty /

sligh tly claye y fine SAND ~/

50.0 BORING TERtUNATED (1) VERY SOFT dark brown or-ganic SILT (Peat)

(2) VERY LOOSE dark grey or-ganic sligh tly silty sligh tly claye y fine SAND with small roots (3) silty claye y fine SAND with small limes tone frag-ments TEST BORING RECORD (Page 2 of 2 Pages )

iOiltNO .... IMUIUNO Mllft CC~tr DlliWNO...,. ASJM e.21 1a Al'ble.II M IOI~NG NO. B-16 0 H ii'INIITIA'ItOH .. ' " '....,....Of II.OWIOf , ...... . . . _ 7 72 PAWNO20IN. lliQUIUO YO 1111M1.4IN. I.A.SAMAR1 n. DAn DRILLED l/ 'l O/

J-154.;;;.

JOI NO. _ _.._.;;;;.;;...;. 0 ....

WA'IDYM U.I ...

LAW INGINI IIING lUTING CO.

2.5A-1 73

DIPTN

• PINITIAliO N.aOWS Pm n.

ft. 10 20 30 40 60 80100 l

VERY SOFT dark brown highly 1)

1. l i

VERY LOOSE*-~rey slilhtly silty fine SAND w1th smal shell l

3. c fraqmen ts & decaved roots DENSE grey fine SAND with small shell fragmen ts VI B. Cr- -

FIRM blue-gre y

-- - fine -- SAND

.v I\

12. (,__ - - -

VERY FIRl-1 grey-bro wn fine SAND

& SHELL FRAGl1ENTS

\

I\v

17. <t-- - -- -

DENSE to VERY FIRM grey-bro wn fine SAND with shell fragmen ts I

27. c_ - -- - -- - - \

DENSE blue-gre y fine SAND with

\

small shell fragmen ts

37. c._ -- -- -- --- -

DENSE blue-gre y fine SAND

40. r "

TEST BORINGRECORD

~ ... ~....,.....,.

. . . . . . . . . . . . . . . . . Alit'.. _ , , , .

,.. . . . . . Of-.owt0 f1.-u. .....

(Page 1 of 2 Pages)

IIOIUNGNO. B-161 ?

~1'1011.

PAWMG . . . . - - IIIIMI1A tM.Ul.iAW"UUIIII a ft. DATI DI.IUIO 1/27/7 2 J08NQ.,_ _...J:...-..,;;l:;,o;;S-.::4~0.....

~ VllaiNI ......

LAW INGINIIIIN G TUTING CO; 2.5A-174

DIPTH n.

40.0 DISCaiPftON e

../

DENSE blue -grey fine SAND 42.0 t-- ------

DENSE ligh t grey slig htly sil-ty very fine to fine SAND with ceme nted fine sand fragm ents 47.0 t---

DENSE blue -9rey slig htly silty fine SAND w~th shel l & ceme nt-ed fine sand frag~ents 50.0~--------------- -----------~

BORING TE~1 INATED (1) orga nic SILT (Pea t)

TEST BORING RECOtlD (Page 2 of 2 Page s)

- A N D....... .. Mift'IM 'fM UTM ..21 ta

..IIII IOIUN G NO. B-16 1?

COU 1M11WMG Mllft

~noN III'NI NUMUa 0. MOWS Gf 1*

Ul.MAMM a PAUJIIIG 10I N . - to DIUVIlAIN.lAUM1Ua 1 ft. DATI DRILLED l/27 /72

~ *._.,._....., -=a:-

"0-P wAta* *lU.lM I&

......,.w.....

JOI NO. _ _.,J_-.,.l.-;5...,4ollll0_

LAW INGINEIRING TESnNG CO, .

1-1 ""'IIOa( Qla . . . . . . . . . .

-4 ~oi~Ciia

• 2.5A- 175

DI!PTH

• HNITRAnoN-ILOWS PD n'.

n. 0 10 20 30 40 60 80100 0

1.0 ~OQ.S..E ~ fllighfu sUty ..title_ (1 LOOSE brown fine SAND with I

roots 3.5 fVERY - -LOOSE - -grey - -slightly - - -silty --

l 5.5 fine SAND with small shell (2 VERY FIRM light grey fine SAND with shell fragments I

8.0 LOOSE brown fine SAND & SHELL FRAGMENTS 12.0 J

DENSE & VERY FIRM grey to .

blue-grey fine SAND with shell fragments *I

• I

\

33.0 34.0 ;:~~~ ~os~~ b~}.l~~grey .. silty i I])

v FIRM blue-grey silty clayey fine SAND with shell fragments 37.0 1--- ---- - - -

LOOSE blue-grey silty clayey fine SAND 40.0 TEST BORING RECORD (Page 1 of 2 Pages)

---IAWUNe MiniAmlll DoiiM CCU ....... MIIIIA11'MD41t~ IOiliNG..NO.. B-16 2 P

................. .,.. NU_OI'..,_O I',Wl.LMAM MIIII IA&.UN~t . . . . - '10141M 1.1111K. .... JAMPI&a 1 "* DATI DRIUID l / 2 B/? 2

,aoa NO. J-1540

~ ****r** ......

LAW INGINIIIING liSTING CO.

2.5A-176

DIPTH DISCitiMION ILIV

• PINnRA TIOH*IlO WS PIR n.

40.0 ft 10 20 30 40 60 80100 41.0 LOOSE blue-g rey silty clayey (3 DENSE light grey sligh tly*si l-ty very fine to fine SAND with 0 cemen ted fine sand fragme nts 47.0 - - - -- -- -- - v 50.0 LOOSE light grey slight ly sil-ty very fine to fine SAND with ceme~d fine sand fragme nts

./

BORING TERlUNATED (1) SAND with roots (Topso il)

(2) fragme nts (3) fine SAND TEST(PageBOR2ING RECOQD of 2 Pages)

ANDIAMIIUNO MiniAIVMt-1...

IO<<tiNO AStMt-IllS COlli OIII.UNO ...,.,. lORINGNO. B-16 2 ?

IIYMI NUMIIa Of I&.OWS Of 1-I.L~

.....,...nO N fAWNO:all tN.IIMUI QII 10IIUVI1AIN. L.D.IIoUIIUII I n. DATI DRIUID l/28/7 2 JOI No. _ _J_-_1...,5....

4...,0_

w.... , .... , ...

LAW INCINIIR ING TESTING C:O.

2 .SA-177

DIPTM DISCIUPTION

• PINiftAYJON..ILOWS Pn fT.

n. 0 10 20 30 40 60 10100 0

VERY LOOSE to LOOSE grey-

~g~~ fine SAND & SHELL FRAG- r j

3.0 VERY FIRM to DENSE brown fine SAND with shell fragme nts \

8.0 ~

I VERY DENSE brown fine SAND ~~

with shell fragme nts & cement -

ed fine sand & shell fragme nts i/

v 14.0 1-- - -

• DENSE brown fine SAND with some shell fragme nts

• 27.0 I

VERY SOFT blue-q rey clayey SILT with thin fine sand seams 32.0

'VERY SOFTb lue-gre y clayey -

fine sandy SILT 34.0 FIRf-1 blue-g rey slightl y silty fine SAND 37.0 VERY DENSE blue-g rey very slightl y silty fine SAND J 40.0 TEST BORIN G RECORD (Page 1 of 2 Pages)

.............................. - lOlliNG NO. B-16 3 'P'

&L...,....

~-

COIII ......... MIIISAITMa .l1 II

,_,..110MItTMI ..,_OfIIUIWIOf 1*

fAWM!tM.. _ - 1 0 011M1 lA .._LA loUfiiiUI1 ff. DAtiHIW D l/ 29 / 72

- WAftiRYAM II.M-. -No

-- .......;;.;:;o.-...-..

..__ J-1540 ..

...,.,.... WA'IIII YAIU.1 I&

LAW INGINIUI NG liSTING CO.

2.5A-17 3

DIPTH DISCIUPTION IUV

• PINntAn ON-IlOW S PER n.

PT. 3o 40 ao 100 40.0 VERY DENSE blue-g rey very o 10 20

.,60 I

j

42. c slight ly silty fine SAND FIRl1 grey-g reen clayey fine SAND with cemen ted fine sand fragme nts

~

46. c_ - - - - -- -

FIRM light grey silty very fine to fine SAND with cemen t-ed fine sand fragme nts 0

50. 0 BORING TERMINATED TEST BORING RECORD (Page 2 of 2 Pages)

IOIIINeANDMMft~Ne ......urll ..1111 COli........ ........ "... lORING 1\'0. B-16 3 ~

,........,.. ... -1'0. ..,. ,....

fiNI1UftO N * 'IMINUM111Of a0W1 Of 1.-LL~

LA.MWU a1 "* DATI DRILLED l / 29 / 72

~ .*. ****a.u lal..,.aoarCGIIIIOIMI'I' WA18U ILI.M-. JOa NO. _ _ _ J-1540 LAW ENGINII RING 1'1STING CO.

2. SA.-*179

DEPTH DISCRIPTION ILlY .

• PENORATION*II.OWS PER FT.

fT.

0 10 20 30 40 60 80100 0

Water in Atlantic Ocean (Near Low Tide) 11.0 VERY FIRM grey fine SAND

• I 14.0 r - - - - - - -- --

VERY FIRM grey fine SAND

\

with shell fragments &

fragments

~~estone 18.0 - - - -

VERY FIRM brown fine SAND &

!mall SHELL FRAGMENTS 24.0 I Alternati ng Layers of LOOSE ~

blue-grey silty slightly clayey very fine to fine \

SAND ~ VERY FIRM s~ightly

\

silty fine SAND r-1

'I I

35.0 DENSE blue-grey slightly silty fine SAND with shell fragments 40.0 TEST BORING RECORD (Page 1 of 2 Pages)

IOIINI AND......uNe ...,. AftlllllotiM 841Ul UlnliiUIUNIIIIIlllft .u'fJI BORINGNO. B-16 5 p PDII'I'IAIION II 1MII NUMU.I Of II&.OW8Of 1... UL . . _ _

fAWNOlaO1M....,... '10IMIMI1A IN. lA~ 1 n, DATIDRILLID 2 / 7 &15/72 WA11111MUI. M NIL JOI No. _ _J;;;.,_-.:;.1;.54-.0~

~ .....,**IAMIIU . . . ., .......1 ...

LAW ENGINEERING TESTING CO.

2.5A-180

DIPTM 40.0 n.

DISCRIP110N ILlY o

• PINETRATION-ILOWS PER 10 20 30 40 60 n.

ao too e/

VERY DENSE light blue-g rey very fine to fine SAND with s~all shell fragme nts &

4 3* 0 t-ceme n t~f iiU:,Jan<L..f.f agm..sm,t.s _

VERY DENSE light blue-g rey very fine to fine SAND with shell fiGgm ents & cemen ted fine sand & limest one frag-48.0 rnsnts VERY FIRU light blue-g rey slight ly silty fine SAND &

SHELL FRAG!-!ENTS with cemen t-ed fine sand & shell frag-rnents 53.0 ~ -

VERY FIR!! blue-g rey sligh t-ly silty fine SAND & SHELL FRAGHENTS 58.0 - --- -- -- -

VERY FIRl1 grey fine SAND &

SHELL FRAG:.IENTS 61.01---------------1 BORING TERMINATED TEST BORING RECORD (Page 2 of 2 Pages)

A11M......

101...0AND$AMIUioMMllft t

COli OIIWNG Mlm AlfM ..II11 lORING NO. B-16 5 f

""111AnO N II TMI NU..... Of ROWI Of 140&L ltUUIIR rAWNO .10IN. UQUIUD fO INI.IVI1A IN. ........... . 1ft. DATEDRILLED 2 / 7 &lS(? 2

-:'" WA-f.UU .MI& JOeNO. J-1540 t=:::C 11111111~ . . . . . ""oP WAra lAIII. 1 I&

lcof <:c. IIOCilCOM MeOWitY ... lMtlm .......a wa* LAW INGINIIR ING RSTING CO.

Z.SA-181

IUY

• PINITIATION-II.OWS Nl n'*

DEPTH 0

0 10 20 30 40 60 80100 Water in Atla ntic Ocean (Near Low Tide) 13.0 FIRM grey fin@ SAND with

/'

v shell fragm ents 15.5 ........ - - - -- - -

LOOSE grey* very sligh tly silty fine SAND with shel l fragm ents

- -- - -- -- - ~

\

20.0 ~

FIRM grey- brow n fine SAND and SHELL FRAGMENTS I

I Alter natin g Laye rs of LOOSE blue- grey silty claye y fine (1

• I SAND with shell fragm ents ' l 29.5 DENSE to VERY DENSE blue- \

grey .fine SAND

\

\~

40.0 ----

(1) SOFT claye y SILT TEST BORING RECORD )

(Page l of 2 Pages

-IMIU *O-A nMIM I11S 111111111Aftllll lOlliNG NO. B-lli fir Of I&OWI Of 140&&....,._

"ffNNIU UOIN II'IMINUIIIIIR fAWNG a.t 1M.aiQUIU DTO OIIMilA 1M.1.D.11MY1Uat If. DAft DlliWD .2/1& 7/72 JOINO._....,.J...,-.lloill5,_4.,o_

LAW INGINIERING TilTING CO.

2. SP.-182

DEPTH DISCIIPTION IUV

• PINITRAT10N-IU.OWS PIR FT.

n. 0 10 20 30 40 60 80 '00 40.0 VERY DENSE light blue-grey very fine to fine SAND with small shell fragments

& cemented.fine sand seams '

45.0 VERY FIRM to FIRM light I blue-grey slightly silty I very fine to fine SAND with cemented fine sand fragments 49.5 r- - - - -- -- -- -

FIRH light blue-grey slight-ly silty fine SAND & SHELL FRAGH.ENTS with cemented Cl fine sand & shell fragments 55.0 r-- - -- - -- -- -

FIRM grey to blue-grey J 1

slightly silty to silty slightly clayey to clayey fine SAND & SHELL FRAGHENTS 63.0 BORING TERMINATED 1 e

_)

TEST BORING RECORD (Page 2 ot 2 Pages)

IORIHII .............. MR!IAifMDoliU C:OUNILIJNG Mlln AITM D-:11 1:1 lORING NO. B-lpfi?

HNm.A'ftON II THI NUMIR 01' ILOWI 01' 1401.1. ~

'AWNG *l lN. UQUiaiD tO IIIU'It tA lN. &A~ t n. DATI DIIUU.ID 2/1 &7/7 2

.,01 No._ _ _ J_-..,.l....s..,.4...o....

LAW INGINIIRING TESTING eo.

e D!PtH FT.

40.0 DIICaiPTION II.IV 0

• PENITRATION-ILOWS PO 10 20 30 40 6D 80100 n.

MODERATELY HARD tan sandy LIMESTONE

44. r LOOSE to FIRM tan slightly silty fine SAND with small limestone seams

54. c DENSE grey cemented fine SAND with slightly silty fine sand seams J

I e

61. t ....

FIRM tan cemented fine SAND slightly silty fine sand LAYER.S

66. c _ - -- -- - -- -

LOOSE tan slightly silty fine SAND with seams of cemented fine sand & shell traqments /

I

72. c; VERY DENSE blue-grey slightly silty fine SAND

76. 1: I FIRM blue-grey slightly silty fine SAND with shell trag-ments

80. (' ~

TEST BORING RECORD (Page 2 of 3 Pages) lOlliNG AND aAM11UN0....,. Al'fM ~11M CGIIIIRIWNO tiiiiiJI AITM0.111a lORING NO. B-169 J.1 I'INI!TUYION 111'MI NUMallt 01 U.OWSOf 140 LL 1U1M1181 fAWNOMIN.UQUIAIDTO D4UYI1.AIN.IJt.IAMI'LR 1 n. DATIDIIWD l/lJ ,1 4 /7 2 JOI NO. _ __,J;;.,-...,;1;;;,;5;;..4.;;.;0-..

TAIUI.1 ML WAftllll LAW INGtNEIEIING RSTING CO.

2.5A-184

IUV

• NNmA'I10N-ILOWS P11t n.

DIPnt

o. 30 I~ J. J 0 10 20 30 40 60 80100 FIRM tan f~ne SAND with shell fraam ents & cemen ted fine

3. c

4. 0 san & shell fragm ents (Fill)

VERY LOOSE blue- arev !\::ilt:v (2) i*

t-'

VERY SOFT dark brown organ ic fine sligh tly sandy SILT

6. 5 (P~a.t:l FIRM blue- 9rey fine SAND with *

a. 5 r-sma ll s.h!..ll _ll:..aqm~s -- -

FIRM blue- grey fine SAND &

SHELL FRAGMENTS

• -~,

13. 0 DENSE blue- grey sligh tly sil-ty fine SAND with fine sand &

shell seams

19. 5 SOFT blue- grey claye y fine sligh tly sandy SILT

24. 0 J VERY FIRM blue- grey sligh tly silty sligh tly claye y fine SAND I

27. 5 LOOSE to VERY LOOSE blue- grey I

/

silty claye y fine SAND & VERY /

SOFT fine sandy silty clay LAYERS

32. 0 I

VERY DENSE grey cemen ted fine SAND

39. 5

40. 0

!'it Jl";K ~Tm":'l"" 'FTA~ tan ~~nw- - ~l TEST (PaqeBORING RECORD 1 of 3 Pages }

IOI!I'MeMe~- ....... ... B-169 /{

IOaiNG NO.

Ulltl Mli.UMt -.a UTIIIDol1 1il fJ111le1'111AnoN II fttl ......... OPIIUIW 80f1*LL . . . . . .

MWBillt * * ._1'0 ..,. u IN. La.IMIII WR1 n. DATID ttiWD 1/13, 14/72 NO J-154 0

~

-4 B.OIIIOf~ WAftll LAW INGINI IIING TISTING CO.

2.5A-1 85

• PINmt AfiON .ILOW S ;II n.

"* FIRM blue-grey SJ.l.gnt:.J.Y Sl..u:.y DlflfH 10 20 30 40 60 10 100 80.0 fine SAND with shel l frag -

ment s 83.5 DENSE blue -gre y slig htly sil-ty fine SAND & laye rs of fine SAND with shel l fragm ents i

i 91.5 FIRM blue -grey slig htly silty i 93.5 fine SAND VERY DENSE grey slig htly sil-ty fine SAND with some shel l fragm ents 100.0 BORING TERMINATED (l) FIRM grey silty CLAY SAND (Fill )

(2) slig htly clay ey fine with shel l fraqm ents (3) LIMESTONE TEST BOR ING REC ORD Pa!e sJ

__ ....,.....,.Alm...... ll (Page 3 of 3 B-16 9 }J

.._III&MIIA...&.to, Mll1lllli%B 1ft'.

. IOJtfN G NO.

Cl:la ....... ....... ... Nal:t DATI DRIW Dl/13 ,14/7 2 NO.------

, . . . _30...- 1 0 168TI.

J-15 40

- WA1111YAILI.

• lllllF TV ....... .......... .,,..,...,, JOe 4fl &.011CIIfl'III1IIIUJIIIIWA-LAW INGIN IDING TESnNG CO.

.... . . . . . C1081~

2.5A -186

>>£PTH !LEV * ~TION-I&.OWS PIR ,T.

F't 0 o ao to 10 40 eo eo 100 FIRM tan fine SAND With shell fragmen ts (Fill} 4 3.0 If VERY SOFT dark brown highly 4.5nrn.::~nif"' SII.T (Ppat) I J ..

I VER~tLOOSE grey s~§ty slight-6 . 5 !~-Y a~~y f1.~cp~S~N with,. (1)

J VERY FIRM to DENSE blue-gre y 1\f\

fine SAND with shell \

ments 1--

14.0

---

---- --- ~

VERY DENSE to FIRM blue-gre y vv fine SAND v v

.,/

21.0 I I

VERY LOOSE blue-gre y silty I clayey fine SAND & SOFT I fine slightly sandy I 14 .o~t}~Y l VERY FIRM blue-gre y slightly I 26.osilt y very slightly clayey (2) I VERY LOOSE blue-9re y silty fine SAND 31.0 *~

- --v:E'Ry-"!,OOSE""" t:6"'FTRM""" d-n"Jr11r~y 1?-~lig:ht.J:y .E_ilJ:y ver::t__ ~li~l_y_, (Ji VERY FIRM grey slightly Sl.l- r--- r---..

34.stY fine SAND with shell & (4) I j

VERY DENSE to FIRM grey-tan I/

~v cemented fine SAND with sil-vv ty fine .sand v 40.0 .v TEST BORING RECORD (Page 1 of 3 Pag~s)

PE.TftA110N IS TH! H!JI'd!~ OF ILCWle t:W Me La HMSMO BORINGNO B-170 H

'ALUNe 10 IN. RIQUiftO TO DRNI L4 lie. Ul IAI!illf!LIR ~ n Mft ONLLD 1/21,22 /72

"""!!IIIIP -TIIIt TAIL!., 14 HR.

M .,,_ _...;J;;.,-_liiili.5111i4~~o0w.-

.......- *TIR TAIL~, l Hft.

"4 &.OM OF Ofttli.LINtl Wll.ftlll 2.5A-187

DEPTH f't.

!..0.0 0 10 20 10 40 eo 10100 M _VERL DENSE _j;o_j'IRM_g~y-ta~ _ 5) 41.0 LOOSE and FIRM grey-tan sil-ty to slightly silty fine I

SAND with cemente d fine sand shell, quartz & limeston e seams

~

1--

51.0

---

---- --- 17 LOOSE and FIRM grey-gre en cemented fine SAND, SHELL, j QUARTZ & LIMESTONE &

silty slightly clayey fine sand SEAMS 59.5 6)

u. :ev I

\

Vto;K 60.0

~\

FIRM to VERY DENSE blue-gre y very slightly silty to

' ~\

slightly silty fine SAND with shell fragmen ts ~~

I\I f\

1---

72.0

-- ---- ---- -- f\

VERY DENSE grey slightly f\

1\

silty fine SAND

._1§:.5_ - - - - - - - - - - - - v-"'

~)"

DENSE to VERY FIRM blue-grey slightly silty fine SAND with shell fraqmen ts v vv 80.0 & slightly silty fine sand (7) ..:"

r TEST BORING RECORD (Page 2 of 3 Pages)

OITMT10M IS THI NUIII81R Of' ILOWI Of' MO Ll. MAMIIIGt IOAIG NO B-170 H rALLIH 10 IN. HQUIRID TO DIWI 1.4 Ill. a.D. SAMPLER l PT. om MU.ID 1/21,22 /72

......,.. WATIR TAI&.I, 14 MR.

• • UNOCITURIIIO 8.AafiiLI - - 110 J-1540

........ \DTIR TA&I, I MR.

I 50 I ,. ROCK CORI RICOYIIIrt 4 L.CM Of OlltiLLifte WATIR 2.5A-188

IEPTH ELEV e NIIIETMTIO..NIILOWI PCR rT.

F't 80 0 0 BO 20 !0 40 10 80100 DENSE to VERY FIRM blue-grey silty fine SAND (8}

'\

.......  :----- ------ --- 1\

82 .~1ightly VERY DENSE blue-grey slight-ly silty fine SAND & DENSE \

fine SAND & SHELL FRAGMENTS ~-

1\

&?& - - - - - - - - - - - - - -

.f\

VERY DENSE blue-grey slightly 1\

silty fine SAND with cemented i-~ p...~

fine sand seams & some shell I

\

fragments '

i----

97.0 VERY DENSE grey slightly silty fine SAND 100.0 BORING TERMINATED (1) roots (2) fine SAND (3) clayey fine SAND with shell fragments (4) cemented fine sand fragments (5) cemented fine SAND with silty fine sand (6) fine SAND (7) seams (8) with shell fragments &

sliqhtly silty fine ~and seams

• • -NO IIOI!INGAND ~ MaTS ASTM D*IHG TEST BORING: RECOR-D atE DMJ..IHGMEETS ASTM D-2111 (Page 3 of 3 Pages)

UETM'OON IS THe: NUMIER Of' 11..0\18 Of' MO UL HMftltD B-170 H .

PAU.BNG 10A UQUIRU TO DIIUYIL4 ... I.D. SAIIPLIRI f"t oa..&.m 1121,22/7 2 Dl1l:

....,.. WATI. TAM.~, 14 - .

-. J-1540

........ -TIR TAlLie I HR.

'4 LOll Or DftH..LIIliC *na 2.5A-189

DEPTH FT .0 FIRM light tan to grey tan fine SAND with shell frag-ments cemented fine sand (1) 3.5 T

VERY 90FT dark brown highly .jl r- ..Q.rSiltu<LS..IL'l!. l.P.e.at..l __ - :.J

• I VERY SOFT darkr~rey organic fine sandY sliq ttlv c:.iavev ;. " (2) It

_ ~E~Y _!!_RM_g!_el._ fin~ S~D_ J!. Q.. I!

VERY FIRM grey fine SHELL FRAGMENTS S~D & \

~

1--

12.0

---

~-

v DENSE to VERY FIRM blue-grey fine SAND with some shell fragments j_

22.0 LOOSE blue-grey slightly 24.0 \

I silty slightly clayey fine (J) '

r- FIRM 151ue-grey-f:fne-sAlfo - - - 1'\

with somP- sma1J. sh~11 (4)

VERY SOFT blue-grey clayey I fine slightly sandy SILT I with shell fragments

~*9.5 I I

VERY FIRM dark grey fine SAND 31.5 J LOOSE blue-~rey slightly 33.5 silty sligh ly clayey f~ne ~5) ii.

VERY FIRM blue-grey partial-ly cemented slightly silty I

37.5 fine SAND LOOSE blue-g~ slightly  ;

I silty fine S 39,5

'h\

I I

40.0 ICIRNG AND SAMPUtl'l MI!T! ASTM D-151G TEST( BORING RECORD

ME DIIIU.ING MUll ASTM D-Zml cl?age J

ot-3 Pages)-

~noN IS THE NUIIIIIER01' eLOIIIIOf' MO Ul MMIIUD IORIMCt NO B-171/1

.LLINI 30 IN. RIQUIRID TO ORIYI &A Bl!l.I.A. IAIIPLIR I n oa~i.LUm 1/15,17/72

....,.. DTIR 1"Akl,l4 Mil. J-1540

"""U'i'F'*n~~t TAI&.I,I MR. a NO~------

110 I % ROCIC COliC RICO'IIIrt -4 1..018Of' Dlltn..LidWATIR 2.5A-190

DESCRIPTION EUV

• PDETRATIOM-ILOWI Pt:R fT.

DEPTH FT. 60 n o 10 zo JO 40 eo eo 100 VERY DENSE blue- grey cemen ted fine SAND, SHELL FRAGMENTS &

QUARTZ 44.5 LOOSE to FIRM grey tan sligh tly silty to silty fine SAND with seams of ce-mente d fine sand & shell I

fragm ents 51.0 r'IRM grey tan cemen ted fine SAND & SHELL FRAGMENTS

• 56.5 1+--t--+.

DENSE grey cemen ted fine SAND & SHELL FRAGMENTS with quart z fragm ents & silty fine sand lense s \

r- --- --- --- --- -

61.5

~

\

VERY DENSE to DENSE blue- If grey fine SAND with shell I fragm ents I

_/

71.5 VERY DENSE blue- grey sligh t-ly silty fine SAND 78.0 DENSE blue- grey sligh tly 80.0 silty fine SAND & layer s of (7)

IORfiG AND SAMPt.JNI MilTS ASTIII D*IH* -TEST(lPage BORI NG RECOR)0

~~ ot 3 Pages COR£ DRIU.IMG MUTI ASTM 0..1111 10tTRAT10N IS THC NUMIIR 01 ILOWI 01 MO L& HAMMER 10111118NO B-171 H  :

-'ALLIMO JO IN. RIQUIRID TO DRIVI L4 Ill. UA. SAMPLIR I n:. - Dl'l'l DM.LD 1/15, 17/72

....,.. WATIR TAILI, 14 MR. . - 110._ _-¥J_-...l.,.S""'4...o...

~ UNCXITURIID IAMPU ........ WlTER TAILI9 I HR.

8

$0 I% ROGIC CORlE RICOVIE IW <4l LO. . Of' ORILLtt l* WAT'I:.-t 2.5A-191.

~ON SELEY

• NIETM nofi1*8L OWS NR FT.

I DEPTH FT. 60.0 o 10 20 . , 40 eo eo 100 DENSE blue- grey sligh tly silty fine SAND ~ laye& s of sligh tly silty fine SAND

_ _!i_!:l!_ s_Eej!_ !_r!_~e,!!t; _ .... _ ~. L I*

VERY DENSE blue- grey sligh t-ly silty fine SAND with shell frag-m ents 93.5 VERY DENSE blue- grey to grey sligh tly silty fine SAND 100.0 BORING TERMINATED (1) shell fragm ents (Fill)

(2) SILT (Peat)

(3) SAND with shell frag-ments (4) fragm ents (5) SAND (6) VERY DENSE blue- grey ce-mente d fine SAND, SHELL FRAGMENTS & QUARTZ (7) sligh tly silty fine SAND with shell frag-ments ICNNG AIIO UMPC.JM11 1111:1"1\\l £STill D*IHI TES T BORING RECOtRD CCIIII oa.&.JNG Mall AITN 0..lUI (Page 3 Of 3 Pages IIDCTRATIOR II THI Mldllft fJill ILOWII Ofl MO U. OUMMD HRMi fO B-17l i/

.rAL.LINI 10 1H. MQUIR O TO CRIVI 1.4 18. a.D. SAIII'LIII I P"t - ....DM.LD l /l5::J' 777 2 .

.....,.. WATIIt TAILI, I4 MR. - .,_ _ _J_-_1_5..,.4...,0_

........ 8TP TABU , I HR*

• soI .. ROCIC COlt: JIICOY ifrt 4lllt &.OM OF DRILL MWATIR

2. SA-192

DEPTH FT. eo eo too 0 o 10 zo JO 40

'.i-.flLOr'J~T': tan f~e.., SAND wit¥t, {

1110-r.-;;:o,, -.,--,. *- g~

r

'>' 1-': l-1 y VERY SOFT dark brown highl y

~anic SILT( Peat)

Y LOOSE dark grey organ - i-

.-: nic sil tv fine SAND

"'-, 1\

~

V~RY LOOSE to DENSE blue- r-e grey fine SAND with some shell fragm ents

~1_:..0_ - - - - - - - -- --- * ~

1\

VERY DENSE to FIRM blue- i\.

grey fine SJU~D with some small shell fragm ents v"'

v vv

/

~0.5 I

VERY LO~SE b~~~~gre~; silty I clave v ~;""""':.A ~2-0 VERY FIRM blue- grey fine SAND with small shell frag-ments I

!28.0 VERY SOFT blue- grey claye y SILT I

39.0 r.oosR blue- grey SJ.lty claye y (3) l l

' 40.0 ICIQHG AND ~ M!I!TS AITIII D*IHf l TEST BORING RECOR)O cat! ~~~ YeTI AITM D-IUI (Page 1 of .*~Pa es

---

...DIIU.;; 1/18 DETM~ II THI Nurd!R OF ftLOWI 01 MO L& IWIMD IOftlll NO B- ~ ~J

. ALLIWJ 30 lt. R!NR D 1'0 DRIVI L4 II. I.D. U.MII'Li ft I P"t

....,.. WATIR TAa.l, l4 HR.

dOl no J-154 0

.......... WlTIR TAIL£. I HR.

-4 LOU OP OftiLLINI WATIR 2.5A-1 93

DEPTH I!U:V * ...-ntATIO N-8LOW I PER FT.

F"t 40.0 o eo 20 !0 40 eo eo aoo LOOSE blue-g rey silty clayey fine SAND I 42.0 FIRM to LOOSE grey to blue-grey slightl y silty to sil-ty fine SAND with cement ed fine sand fragme nts v 54.0 i--1 VERY FIRU tan cement ed fine SAND with quartz fragme nts I

& silty fine sand lenses

- "Y.rm 1t:ans iTg1it iYsii£ Y---

fine SAND with shell frag- I ments 61.0 I VERY DENSE blue-g rey fine SAND with sma~~ she~l frag-ments 66.5 I FIRM to DENSE blue-g rey slightl y silty fine SAND &

SHELL FRAGMENTS & DENSE to

\

VERY DENSE blue-g rey slight -

ly silty fine sand LAYERS \

v v

l/

TEST. BORING RECORD eCIRINQ ANO fiAII1P'UHOHGEI:ft ASTU D-IY&

CCIIII DRJU.INCJMUTS ASTU 0..211$ (Page 2 of 3 Pages)

IS THE tWMIER OF ILOWS 01' 140 U. HMIII!R IOflM NO B-172 If GITMTIOM

'ALLINe10 1&. RIQUIRD TO ORIVI L4 ** lA SAIIPLER I n

.....,.. \llfATCRTAIL£.1 4 MR.

---DII'I- .HLLIEDf/I13'Z72

. . 1110 1-1540

.....- *TD TAIL£, I MR*

. so I % ROCK CORI RICCYII!ft' '4 LOIS 0, DRILLIM WATIIIt 2.5A-19 4

80.0 FIRM to DENSE blue-grey 10 .. ~t'. so 40 eo eo100 slightly silty fine SAND &

SHELL FRAGMENTS & DENSE to VERY DENSE blue-grey slight- 1/

ly silty fine sand LAYERS j v

92.5 VERY DENSE grey slightly silty fine SAND 100.0 BORING TERMINATED (1) shell fragments (Fill)

(2) fine SAND with some shell fragments (3) fine SAND lORING AND ~ MU:TS ASTU I)..ISie

"".OR!! ~IU.SHe Ya:TI ASTU 0.2113 t:M!TM~ IS THE HUUIEIItOF ILOWI 011' MO LA HMIIUD B;w:- ~EC;D age 3 of 3 Pages)

- IOMIJ NO B-172/7' .

rAU..iNI !.0 lM. llliOUIRU TO DIIWI L4 Ill. I.D. SAMII'LER I n:. *-- T/18/72 MT& HILLED,_.._._.....,.,..

....- WATIIt TAILI, 14 tilt 1:( ~-T~NO 8AWU;

..... -Tift TAILI, I Hit. -. J-1540 I soI % ROCSC CORI W.ICCWIIW ~ LOQ Of OlltU.. Litfl WATER

2. SA-195

DEPTH DDCRIPT10N P't 40.0 o 10 20 30 40 eo ao roo I

LOOSE blue-grey silty clayey fine SAND 42.0 FIRM to LOOSE grey to blue-grey slightly silty to sil-ty fine SAND with cemented fine sand fragments v

~4.0 VERY FIRl-1 tan cemented fine ~I SAND with quartz.fragments I

& silty fine sand lenses f- '"F'!R'Mt;an siTgntiY s rrey- - -

fine SAND with shell frag-I ments 61.0 I VERY DENSE blue-grey fine SAND with small shell £rag-ments 66.5 I FIRM to DENSE blue-grey slightly silty fine SAND &

SHELL FRAGMENTS & DENSE to VERY DENSE blue-grey slight-

~

ly silty fine sand LAYERS \

/

I

.I IICiliNG AND SAMPUNI 111111 ASTII O*IMe TEST. BORING RECORD CCII DM..LJNG HUll ASTII 0..2113 (Page 2 of 3 Pages)

PCTMTJCM IS THI NUMIIIR OF ILOWI OfF MO L& HAIIftelll . . . .NO B-172II ULIMt 10 IN. RIQUIRO TO DIWI lA ** 1.0. SAIIP&.IR I n

- - -.- .DM..Lii)L/18/7'2

":3

......- WATIR TAILI, 14 Mil UNDIITURHD1.111111\.a """Sp" -TiftTAl~ I HR*

.-110 z-1540 I

. so % ROCIC CORI RICCWUY <CII L.OSI OF DRILLINt WATIR 2.5A-196

80.0 FIRM to DENSE blue -gre y slig htly silt y fine SAND &

SHELL FRAGMENTS & DENSE to i VERY DENSE blue -gre y slig ht-v v

ly silt y fine sand LAYERS 92.5 VERY DENSE grey slig htly silt y fine SAND 100.0 BORING TERMINATED (1) shel l frag men ts (Fil l)

(2) fine SAND with some shel l frag men ts (3) fine SAND IMING AND SAMPUfG MEETS ASTM 0*1'1

~! MIU..ING MaTS ASTM 0*2111

• B0R~:

age 3 of 3 Page s)

RE C;D MO LA . . . . . . IORNI NO B-1 7 2 II

'f:MIUMTION IS THE NIJM81!R OP BLOWS fill SAIIP LII I n:. -..

PALLING SO lH. RIQW ft£0 TO OMIE L4 Ill. I.D. --. . oNLLID r;lB /72

....... WATIIIITAIL £,14MR. dOl NO J-15 4Q

• UMf.nTUftHDUfiA I ........ *ttl ll TAl~ I MR.

I so I % ROCK COM IIIICW Uf ttlf &.011 Of OIIULLIMI WAli:R 2.5A -197

..*-- -*-*-..,.... *~ ...,. ____..

DIPTM DISCil1P110N

• PINEUATION-ILOWS Pot n.

n. 0 10 20 30 40 60 eowoo 0

LOOSE tan fine SAND with 1.5 shell fragme nts (Fill)

VERY SOFT dark brown highly I

organi c SILT{P eat) 4.0 VERY LOOSE dark brown silty 6.5 clayey fine SAND with decay-ed roots I 1-

~

I DENSE blue-g rey fine SAND

\

19.5 SOFT blue-gr ey clayey fine l=:TT.T I 21.0 sliahtl v ~~nnv VERY FIRM blue-g rey slightl y silty fine SAND 26.0 I I

LOOSE to VERY LOOSE blue- I I

28.5 grey silty clayey fine SAND ..J VERY SOFT blue-g rey clayey SILT ~

33.5 1-- VERY---- ----rey ---- --- y .,._..,.

SOFT blue-g slightl 37 .. 0 organi c clayey fine sandy SILT with some shell frag-1--- ---- --- --- ---- -

ments SOFT to VERY SOFT dark gret slightl y organic clayey SI T 1-- ~...,._ -dark--ur E>v- ~ ..;.."""""'+4._ (1 BORIN TEST(Page G RECORD 1 of 3 Pages)

.......... ....... ...,. ......1. .

CIOU ........ _..AI'PIN I13 lOlliNG NO. B-1 7 3 H

~-~~!HI...,_ OIII&OWIIOII t48LL..........

IIIIMIIA IN. LD. ......... Pf.

, . . . . . , . . M. RIIII:MJIUD' Ie DAYIMIU ID 1/22,24 /72 10a No.___ .._......,_

J-1540 lAW INGINIIIl iNG TISTING CO.

2.5A-19 8

DlfTH 40.0

42. c

"* VERY LOOSE

!~organic S D d~rk s~lty grey sli~~t-clayey ~ne ILlY 0

l e PINITRATION-II.OWS Pll 10 20 30 40 60 80 100 n.

/

VERY FI~1 grey slightly sil-ty fine SAND with small ce-

/

mented fine sand fragments

48. 5--------------

\

FIRM blue-grey silty fine SAND & cemented fine sand SEAr-iS 5 _______________ \

58.

~

FIRM to VERY DENSE blue-grey slightly silty and very slightly silty fine SAND

' ~

'~"-

r-...

with shell fragments

• vv vv v

/

/

71. o ______ ---------- ~

DENSE to VERY DENSE blue- I'I' grey fine SAND r-78 .. 5

80. 0

.t:'IRL:l . .blUe-~rey, ~~~gp~fl s~l-rv f~ne SA D w~t shQ I( 2' 1 TEST BORINGRECORD (Pase 2 o£ 3 ~ages)

~Ale~ . . . . . . . . . . . . . . .

c:ou~~~~.~m~.ur* ..:n 13 ' !WRING NO. B-1 7 3 H

~~ It1WI NUMMR Of lt.OWSOP 1.- Ul.ltAM!IIIIIIII r~ H IN. UQUtllD !0 OIIM 1.4 1i1L  !.D.....,....1 n. DATI DRIU!D l/22 '24/72 JOB NO* ......,........,J;...-..;;1;;.;;5;..,;4;..;;0;...,....

WATRtMU,1 I&

i.AW INGINIIRING TilTING CO.

DIPnl ILIV

• PINITRATION-II.OWS HI fl.

. fT*

80.0 0 10 20 30 40 60 80100 I

FIRM blue-grey slightly sil-ty fine SAND with shell (3 02.0 VERY DENSE blue-grey slight-ly silty fine SAND I

I 98.0 ,___--- ------ ------ I DENSE blue-grey slightly sil-I ty fine SAND & SHELL FRAG-MENTS \

\

,___ \

93.0 VERY DENSE grey slightly sil-ty fine SAND 100.0 BORING TERMINATED (l) organic silty clayey (2) [ine ragmen SA~D s & cemented fine sand fragments (3) fragments & cemented fine sand fragments TEST BORINGRECORD

........ ~

CDII.............

MUIW11S

............... - - ett llt.8W'8M , ...Ul.. . . , . _

(Page 3 of 3 Pages) lOttiNG NO. B-17 3 H

. . . . . . . . . .- - llltftl ""

, . . . .Lit......... DATI DIIWD l/.2.2 ' 24 /?.2

~ ....... . . . .

J-1 q, IIOCIICDMIIIOOWIIY JOINo.____  ;;;.;;;;..;;;.;;;..._

J-1540 lAW INGINIUING liSTING CO.

2.5A-200

DIPTH n.

0 1:2 DESCRIPTION VERY LOOSE tan fine SAND with VERY SOFS ILT organ1c dar~ Peat b~oy~ highiy

~~

IUV c

I

• PINURATION-ILOWS 11'11 10 20 30 40 n.

60 80100

• )

3.5 VERY LOOSE grey slightly or-ganic silty fine SAND with J

6.0 clav~:'.l. ...si.l..+/-. "" ... me

/

v 1/

FIRM to VERY DENSE blue-grey \

fine SAND with shell frag-ments 1\1\

18.5 SOFT blue-grey clayey SILT 23.5 VERY FIRM blue-grey slightly silty fine SAND 28.5 VERY SOFT blue-grey clayey u I*

fine slightly sandy SILT with r"'

some shell fragments 32.0 r - - -- -- -- -- -

VERY SOFT blue-grey clayey SILT 35.0 ..._ -- -- -- -- -

VERY SOFT blue-grey clayey fine sandy SILT 39.5 .u:.- . _1_3_ -~

40.0 TEST BORING RECORD (Page 1 of 3 Pages)

IOIINO AHO SAMIIUMG Mlftl AITM D-1 . . .

CDH DaiWNO Mlftl AITM D-:111 IS lORING NO B-174 H IJ 1'MI NUM11a Of a0W1 Of 1.t0LL .........

l/l 8 ,l 9/ 72 II'I'NlmiA110N fAWNO M IH. UGUCaiD YO HM 1.4 1H. 1.0.UMIUII1 n.

-=- **-fAll&....

DAftDRILUD JOI NO._ _ _J_-_1_5_4_0_

"looP WA... TARI.I - .

<4 WIIOIIMIII.UN GWA._ LAW INGINIIRING liSTING CO.

2.5A-201

DISQIPTION ILIV

• PINRRADO N-ILOWS Pllt n.

OIPTH 0 10 20 30 40 60 80100 40.'

LOOSE blue-gre y silty slight-42.1 ly claycv fine SAND FIRM grey slightly silty fine SAND with some cemente d fine sand fragmen ts 48.Cr-, -._ __ __

FIRM grey cemente d SHE~L & QUARTZ with silty fine sand lenses

~

~~ne SAND,

~

I I/

51..(1- - -- -- -- -- -

LOOSE tan cemente d fine SAND with fine sandy silt seams

• 63.~1- --

FIRM to VERY FIRM tan partial -

ly cemented silty fine SAND

--- 1\\

\

72. :

DENSE grey slightly silty fine SAND

77. (l FIRM blue-gre y slightly silty fine SAND & SHELL FRAGMENTS

• ~'

ao. 0 TEST BORIN GRECODD (Page 2 of 3 Pages)

Al'fM0.9186

........ANDIAIIIIIUNe illlllft Claltl.....,.......,..u,ao.:n1a lORING NO. B-1 7 4 f.,'

...,_&_I&-MIIMIIIIlOIILGWII Gf 140d....._

PA&.UNe ao-.- JO OIU'WI,_. ....LD.IAMf'Ua 1 "* DATIDRIUI D 1 / 1 B ' 19 /?2

-=- WJIIJI llll UMIIU JOI NO. _ _J_-_1;;.;5-.4.-0..._

LAW INGINIIItiN G liSTING CO.

2. Sf.-202

ILlY

• PINETRATIOM-ILOWS PIR n.

DIPTH

n. 0 10 20 30 40 60 80100 BO. (

FIRH blue-g rey slight ly silty

82. ~

fine SAND & SHELL FRAG!'..ENTS 1 VERY DENSE blue-g rey slight ly silty fine SAND II

87. cr- - -- -- -- -- v v

VERY DENSE blue-g rey slight ly silty fine SAND with shell v

I fragme nts \

91. :I"- - -- - -- - - [\

[\

VERY DENSE grey slight ly sil- [\

ty fine SAND '

)

100. (

BORING TERHINATED (1) shell fragme nts (Fill)

{2) clayey fine SAND

{3) slight ly clayey fina SAND TEST BORING RECOQD (Page 3 of 3 Pages)

IOliiiMCJAND IAIJUIUNG MI1M M'f'M .......

COli NIWNO Mlm .UTM ...::n 1S lORING NO. B-1 7 4 M I'IIMmA'IION II Dll NUM811t Oil' 111.0WSOil' 1.- ut. 11AM11111111R fAWNe SO IN. IIIQUIIII8 1'0MIVI 1.41N. 1.0. $AMliiUI, t n. DATI DRILLED l/ 1 B ,l 9 / 72 JOI NO. J-1540 LAW INGINEIRING TESTING CO.

2.5A-2 03

DIICRJP110N DEPTH FT. 60.0 o 10 ao ao 40 eo ao 100 DENSE b1ue -grey sl~ghtly silty fine SAND & laye rs of slig htly silty fine SAND 1- _!i~_sJ:.e]l:_~r!~e_!!t_! ___

~*1...

VERY DENSE blue -gre y slig ht-ly silty fine SAND with shel l fragm ents 93.5 VERY DENSE blue -gre y to grey slig htly silty fine SAND 100.0 BORING TERMINATED (1) shel l fragm ents (Fill )

(2) SILT (Pea t)

(3) SAND with shel l frag -

ment s (4) fro.g ment s (5) SAND (6) VERY DENSE blue -gre y ce-ment ed fine SAND, SHELL FRAGMENTS & QUAR TZ (7) slig htly silty fine SAND with shel l frag -

ment s IGRING ANO SAMII'UMI8MilTS AITM D*IM I TES T BORING REC ORD caRl DllliU..IN8MUll AITM 0.1111 (Page 3 of 3 Page st 011' 140 c.& HAMIIta IDIITitlTIOIIII Tltl-...a R t:l/1 1a.a .1.0. aOI* NO B-17 1/1

/ALLINI SO IN. RIOUIRID TO DRIVI L* II. IAIIPI ..IIt I n --DII I'IDM.LID 1/15 .17/7 2.

""IIP"WATCa TAIL I,14 HR. .-NO J-15 40

...... *'fiR TAIM..Z, I HR.

-4 LOIS OF DRLLIMI WATia 2.5A- 204

DEPTH FT.

0 tan fine SAND wit~;:"'- _

~.OLOOSE

. 'i [i<.:J{Y *1ns1<: :..::E:J.iie.=:;:;.;:=o,;- c:Ti v.- g~

VERY SOFT dark brown highly 3.sorganic SILT(Peat )

VERY LOOSE aarK grey organ-

'" nic siltv fine SAND r 1-VERY LOOSE to DENSE blue-grey fine SAND with some

[-.......

shell fragments

\

11...:..0_ - - - - - - - -- -- .....-.~

~

i\

VERY DENSE to FIRM blue- \

grey fine SAND with some small shell fragments v ...

vv

~0.5 vv I

VERY LOOSE blue-gre~ silty  !

1"!1~VPV _fine_ _SAND_ ~2 .0 VERY FIRM blue-grey fine SAND with small shell ,frag-ments I

2AJ1 VERY SOFT blue-grey clayey SILT I

3-j .0

... _:~:.oosE

....... 4 0. 0 J:)~ue-_gr~y s~J. ty clayey (3) l INITMTIOM II TH! NUMI!R OF ILCNI 0/F MO UL HM1MD

. ALLING . , IN. UQUIRO TO DRIVI L4 Ill. I.D. IA.,.LIR I n

....,.. WATifJI TAILI, 14 HR.

TEST BORING RECORD (Page 1 of

-.___!Oftlll NO M1l: DM.LD 1/18

- fiiO B-:~

• sl J-1540

... . . -J

..... -.n:R TAILI, I teR*

... LOll 0, DRLLINI WATIR 2.5A-205

DEPTH f't 40.0 0 10 20 !0 .0 10 80 100 LOOSE blue-g rey silty clayey fine SAND I 42.0 FIRM to LOOSE grey to blue-qrey slight ly silty to sil-ty fine SAND with cemen ted fine sand fragme nts /

54.0

!--I VERY FIRM tan cemen ted tine SAND with quartz .fraqm ents

& silty fine sand lenses II 1- :*n~J.ftan sirgn: try s:a.cy- --

fine SAND with shell frag- j ments I

61.0 VERY DENSE blue-g rey fine

' SAND with small shell frag-ments 66.5 I FIRM to DENSE blue-g rey slight ly silty fine SAND &

SHELL FRAGMENTS & DENSE to VERY DENSE blue-g rey sligh t-

\

ly silty fine sand LAYERS ~

v*

v l/

IIOIINII'NO S&MPI..IM 111111'1 ASTM D*ISI. TEST . BORING RECO RD MUT8 UTM 0-llla (Page 2 .of 3 Pages }

<;OR& OtUU..IM(I G&TIItATIOie IS THI 11.1111111 f11 ILOWI f11 MOL& HMIMII t ._..N O B-172fl

'ALLI...10... ltiQUIH DTO DMYI lA ._ LD. S&IIPLIII I P"t

....- WATIR TAILI, 14 ML

---. -- DM.Lii)L/Iaz n MMO z-1540

....- -ftlt TAIILI. I HR*

. so I % ROCIC COlli RICCHIRY 4lll LOll 0, OIIILL.... WAftlt 2.5A-2 06

>EPTH n:

80 0 DaCRIPnON o to 20 so 40 eo r" f'. f'.

1010 0

- /

FIRM to DENSE blue -gre y  !'.r---

slig htly silt y fine SAND &

SHELL FRAGMENTS & DENSE to If VERY DENSE blue -gre y slig ht-ly silt y tine sand LAYERS I v

I l*

92.5 VERY DENSE grey slig htly silt y tine SAND 100.0 BORING TERMINATED (1) shel l frag men ts (Fil l)

{2) fine SAND with some shel l frag men ts (3) fine SAND ICRING AND SAMP\..IM Mt:ETS ASTM

"'.CCIIl~ OftiU.JHG MaTS ASTM D*IUS o.. asae  ::~ REC;D age 3 of 3 Page s)

=

f1' 140 UL H.WM U - IOIIINIINO B-17 2II

'ENt:TitA.TlCM IS THE Nlldt: R 01' BLOWS 1.0. SAIIP LIR I n I'ALLINI SO IN. RIQUIRED TO DIUYI L4 Ill. M'M Mi.L .D *r/1 8/72

...... WATeR TAIL I,14 Hit ..-NO J-15 40 UMCIIITUMIDIMII \.1 ...... *rt: RTAIL £. i Hft.

WATI:R

~ t..Oit Of' Df'IL L.IHt

?.SA -?07

DIP'IM DISQIP'f'ION

• NNmAnoN-ILOWS PIR n.

n. 0 10 20 30 40 60 10100 0

LOOSE tan fine Sru1D with 1.5 shell fragments (Fill)

VERY SOFT dark brown highly organic SILT(Peat) 4.0 VERY LOOSE dark brown silty 1 6.5 clayey fine SAND with decay-Pn rnnt-_~ I ....

~

I II DENSE blue-grey fine SAND r-~1-19 .. 5 SOFT blue-grey clayey fine 21.0 ~1 icrh+:lv ~andv ~TT.T 1 VERY FIRM blue-grey slightly silty fine SAND 26.0

/

LOOSE to VERY LOOSE blue- I 28.5 grey silty clayey fine SAND -1.

I VERY SOFT blue-grey clayey SILT ~

~

33.5

~-VERY SOFT-blue-grey s1.fghtly-organic clayey fine sandy

• SILT with some shell frag-  !-

37.0 ments 1----------

SOFT to VERY SOFT dark gret slightly organic clayey SI T 39.5 i - - ~'¥-T.~~'P. ~ ~*

.. (l 40.0 TEST BORINGRECORD (Page 1 of 3 Pages)

- ANDIAMJ'UIIe..nM111 CIDIIII!fiiWNe _.,. Al'lll Will

..11M

. . . , . . , . _ 1 1 1 1 1 1 - - - ..awsGfi8UL.---

lORING NO. B-1 7 3 H

~---10111UV11A ... &.a........ 1n. DATI DRIUID l / 22 ' 24 / 7 2

- WA1IIT. . . . M ... JOINo.___ .;;..;;..........

J-1540

• llllllfi*** u.u -....:rr

~ .................

WADI T-...1 ...

LAW INGINIIRING T!STING CO.

2.5A-208

DIPTH DUCIIPTION ILlY

• PIINITR.ATION*ILOWS PER n.

n.

40.0 0 10 20 30 40 60 80 100

42. c VERY LOOSE

!ANorganic s D d~rk gre~ sli~~t-s~lty cl yey ~ne I

VERY FIID1 grey slightly sil-ty fine SAND with small ce-

/

mented fine sand fragments

48. !:~-------- -----

FIRM blue-grey silty fine SAND & cemented fine sand SEAMS I

58. 51---------:-------- \ ~

' i'.. r--. r--.

FIRM to VERY DENSE blue-grey slightly silty and very ~'r--.

slightly silty fine SAND t-..

with shell fragments *

./'/

/

/

v

.L_

/

71. o______ ---------- '

r--. ........

DENSE to VERY DENSE blue- 'r-. ....

grey fine SAND II

78. 5

80. 0

.t:'J.R£1 . .t>J.ue-~rey. ~~l.~~~i1 s~l-

.,,. f J.ne SA 0 Wl. t. s~ P ll2'  !

IICIUIIGAHO~MnnAIIII ..tA6 TEST BORINGRECORD (Page 2 of 3 Pages)

COU ........ Miftl.ufM MilS . lORING NO. B-173 H

,.,.,..TION t11MIN.,...Of 111.0WSOf t.eo U. . . . . _

-=- .... 1/22,2 4 /72 tM.L!Ne10 IN. UOUiam fO ININI 1A IN. &.LIAilWUa I n. DAUDRIUID

,~-- J-1540 JOI NO.-.....;;...;;;;.;;;.--._

• u*****~~~~a......, -...:rr WAM fMU, I II&

41 &all Of Mll11NIS WAftR LAW INGINIIRINC TISTING CO.

2.'5A-20g

DISQIP'I'ION I1.IV

• PINITUnON- ILOWS Pll n'.

DIPnl 0 10 20 30 40 60 IOU)O 80.0 82.0 FIRM blue-grey slightly sil-ty fine SAND with she11 (3 I

VERY DENSE blue-grey slight-ly silty fine SAND v

[I r---- ------ ------ ---

~

,_. v 88 .. 0 DENSE blue-grey slightly sil-ty fine SAND & SHELL FRAG-MENTS t\

j\

f----- - ---- ----

[\

93.0 i\

VERY DENSE grey slightly sil-ty fine SAND 100.0 BORING TERMINATED (l) organic silty clayey (2) tineragmen s~o s & cemented fine sand fragments (3) fragments & cemented fine sand fragments TEST BORING RECORD (Page 3 of 3 Pages)

-.-~- --** !lOlliNG NO. B-17 3 H

....I,II COM ................

............. . ...,_ * ..,...,.&a ...-

........... _10..WIA DAftDRIWD 1/22,24/7 2 JOaNO. _ _J-1540 .....,.;;;.;;;......,..

~ .............. LAW INGINIDIMG TUnNG CO.

2.5A-210

DISCAIPTION VERY LOOSE tan f i_ne .SAND with

~

VERY $OF~ ILT organ~c dar~ Peat b~or~ highiy a

IUV 0

• PENITRATION-II.OWS PIR 10 20 30 40 n.

60 80 100

)

\

3.5 VERY LOOSE grey slightly or-ganic silty fine SAND with s i l t c::.:.;tmc::

l 6.0 ~lav~v

/

v v

FIRM to VERY DENSE blue-gre y \

fine SAND with shell frag-ments 1\ \

18.5 SOFT blue-gre y clayey SILT 23.5 VERY FIRM blue-gre y slightly silty fine SAND 28.5

~

I VERY SOFT blue-gre y clayey fine slightly sandy SILT with some shell fragmen ts 32.0 ---VERY- SOFT--blue-gre -- y-- -- -

clayey SILT 35.0 t- -- --blue-gre -- clayey -- -

VERY SOFT y fine sandy SILT 39.5 40.0 *' - L3. *~

TEST BORIN G RECORD (Page 1 of 3 Pages)

IOCIIMG ANDSAMI'U... M1m.UTM ......

COlli IIU.LINO MIITI.UYM ..21 II lORING. NO B-1 7 4 H

~noM II THI NUMIII 01 aowt 01140 LL MAMMa l/lS ,lg/ 72 fAWNG ao IN. a~ TO MM1 lA IN.LD.IAMIIU I1 n. DATI DRILLID

"="

....,........... JOI NO. _ _ _ J_-_1..;.5_.4..;.0_

LAW INGINIIRIN G TESTING CO.

7 ')A-711

DISQiniON ILlY

• PINmtAnON-ILO WS PIR n.

DIP1M 0 10 20 30 40 60 10100 40.1 LOOSE blue-grey silty slight-42.1 ly clayey fine SAND FIRM grey slightly silty fine SAND with some cemented fine sand fragments

48. ( 1-. ---

51.(}-

FIRM grey cemented x~ne SAND, SHE~L & QUARTZ with silty fine sand lenses

FT::"":

~

I I

LOOSE tan cemented fine SAND with fine sandy silt seams 63.'1-- --

FIRM to VERY FIRM tan partial-ly cemented silty fine SAND

72. ~

DENSE grey slightly silty fine SAND

77. r FIRM blue-grey slightly silty

.-t--+-+-1 fine SAND & SHELL FRAGMENTS

80. 0 TEST BORINGRECOrtD IN.-

(Page 2 of 3 Pages)

...._ .................. Al'fM .......

CiDIUI DmU.~NC~....,. AltMD-211a fiORINGNO. B-174 I,'

ftOHII 1111 NUMIIII Of IILOWI Of 140 a.L~

l/lZ ,l 9 / 7 2

-=-

IAWNII aG f O IMUVI1A ........ u.ua n.1 DATIOIIUID WAta TMII. Me& .1oaNo._ _ J_-_,l..,s...4.o..._

~ lAiliiP . . . . . . . . . "'oo"'" WAM TAIU. 1 I&

I-f liblOCKCiDIUIIIICIIMIT ... "*Of . . . . . . WAID LAW INGINIIIING TISTING CO.

2.5A-212

DIPTH DISCIIPTION IllY

• PINITRAnON*IlO WS PER n.

n. 0 10 20 30 40 60 80 100 BO. I 1

FIRH blue-grey slightly silty fine SAND & SHELL FRAG~~NTS

82. c VERY DENSE blue-grey slightly silty fine SAND I i

• ')

87. c:-- - -- -- -- -- v I

VERY DENSE blue-grey slightly I sil~y fine SAND with shell j fragments

\

91.

=r- - -- - - \

~

VERY DENSE grey slightly sil- [\

ty fine SAND

)

100. (  ?

BORING TERHINATED (1) shell fragments (Fill)

(2) clayey fine SAND (3) s1ight1y e1ayey fine SAND TEST BORING RECORD (Page 3 of 3 Pages)

IOUIOAND~MmiAifM ..1...

CDIUDiliWNGIIIIm .UfM ..211S lORING NO. B-1 7 4 /-1 IS ntlNU. . .Of II.OWSOf 1...&&.MAMMIIt II'INilft.lt110N fALI.INe a IN. IJQUUUID YO MM 1AIN. LD. .......... 1 n. DATE DRILLED l/lS ,l 9 / 72 JOI NO. J-1540 WAftafMU, 1 I&

LAW INGINIIRING TESTING CO.

APPENDIX2.5A SECTION2 UPPERZONE (0-60FT) 2.5A-214

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