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Four Corner - Texas Water Development Board

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PROJECT:<br />

CLIENT:<br />

Geotechnical Utility Study<br />

Village of Oak Lake - Section 4<br />

Fort Bend County, <strong>Texas</strong><br />

Oak Lake Estates, Ltd.<br />

Houston, <strong>Texas</strong><br />

PROJECT NO 98-1127<br />

BORING NO.<br />

B-1<br />

DATE 7/29/98<br />

FIELD DATA I LABORATORY DATA<br />

z IATIERBERG<br />

0<br />

;:: "j. l MIT<br />

< ;... X<br />

w<br />

z<br />

w<br />

-t:l z a:<br />

w 0<br />

i. ::><br />

~Vi ;...<br />

;...<br />

Vl<br />

~<br />

~-~ z<br />

;...<br />

~ ;... z<br />

~ ><br />

-" )-1-0> 0 ::; wz<br />

a<br />

<<br />

"'-<br />

;... >"' -<br />

w ,_u..u..u~ u ::; u u ;... ::> > ;... a:<br />

a:-<br />

;::<br />

u;::r:u.. ;...<br />

::; "'<br />

U) .~ g g ~ < a: w a.o<br />

en<br />

0 ;::<br />

::><br />

::;wz<br />

-z<br />

zo<br />

a:::;<br />

u.. ::><br />

'%1,...1-::J:U<br />

-"<br />

6 w<br />

o~o<br />

\jj Zi:~~~ ::; a:o zo<br />

~::;<br />

0 LL PL PI Oo.. Ufnt=<br />

<<br />

"' ....<br />

00.. >-0<br />

U- au<br />

~~P=2.7 22<br />

1<br />

1 I<br />

~<br />

2<br />

~P=1.8<br />

1- 3<br />

1- 4<br />

]P=2.7 28<br />

5<br />

6<br />

~<br />

JP=2.6<br />

7<br />

I I<br />

8<br />

]P=2.3<br />

9<br />

241<br />

~<br />

I I<br />

10<br />

11<br />

~'"''<br />

12<br />

I<br />

t- 13<br />

I"<br />

96<br />

t- 14<br />

1.60 I 3<br />

15 ~ i<br />

16<br />

17<br />

: . t- 18<br />

r-<br />

1- 19 IX N=9<br />

- 20<br />

-200=3%<br />

DRILLING METHOD(Sl:<br />

SHEET 1 of<br />

Soring drilled using ~ry auger dnlling methods to 20 ft.<br />

GROUNDWATER INFORMATION:<br />

<strong>Water</strong> in open borehole encountered at 16 ft during drilling and<br />

1 2.4 ft 1 day after dnlling.<br />

SURFACE ELEVATION:<br />

DESCRIPTION OF STRATUM<br />

Stiff to very stiff dark gray CLAY (CHI<br />

with organic matter at 1 ft<br />

slickensided at 4 ft<br />

tan and gray below 6 ft<br />

with calcareous deposits below 8 ft<br />

Loose tan SAND (SP)<br />

Boring terminated at 20 ft<br />

~<br />

"' ;;;<br />

"'<br />

CL---------------------------------------------------------~--<br />

REMARKS:<br />

Hand penetrometer measurements adjusted by a factor of 0.6.<br />

Borehole backfilled with soil cuttings on July 30, 1998.<br />

Paradigm Consultants, Inc.

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