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Four Corner - Texas Water Development Board

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PROJECT:<br />

CLIENT:<br />

FIELD DATA<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 />

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LABORATORY DATA<br />

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PROJECT NO. 98-1127<br />

BORING NO.<br />

B-3<br />

DATE 7/29/98<br />

DRILLING METHOD(S):<br />

Boring drilled using dry auger drilling methods to 15 ft.<br />

SHEET 1 _gf -<br />

GROUNDWATER INFORMATION:<br />

<strong>Water</strong> in open borehole encountered at 14 ft d\Jnng drilling.<br />

SURFACE ELEV~TION·<br />

DESCR~ STRATUM<br />

Very stiff dark gray SANDY CLAY (CLI<br />

with organic matter at 1 ft<br />

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I P=2.7 13 119 7.42 1<br />

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l-200=29%<br />

hard at 4 ft<br />

tan and gray below 4 ft<br />

Medium dense tan SILTY SAND (SMI<br />

Boring terminated at 1 5 ft<br />

~t- N- STANDARD PENETRATION TEST RESISTANCE<br />

;; P- POCKET PENETROMETER RESISTANCE<br />

T - POCKET TORVANE SHEAR STRENGTH<br />

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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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