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Four Corner - Texas Water Development Board

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LOG OF SOIL BORING<br />

Project Name: Richmond Treatment Plant<br />

Boring No.: 8-2 Date: July 15, 1992<br />

Depth of water encountered during drilling: none<br />

Groundwater at none<br />

after 1/2 hour<br />

Project No. 92-160G<br />

Elevation: See text<br />

Depth to caving· none<br />

SOIL SYMBOLS<br />

SHEAR STRENGTH. TSF<br />

ELEVATION<br />

• • ... I<br />

SAMPLER SYMBOLS<br />

SOIL DESCRIPTION<br />

·200<br />

DEPTH<br />

%PASS ~c~ f-::.;o-~J....:o.;.:.6:.....::.;0.~9....:1.;.:.2:.....:..1.;.::5_1:.;..s:.....:2.;.:.1....:2~-=-4 ~2;..:. 7__;_,<br />

AND FIELD TEST DATA<br />

MOISTURE 0 CONTENT, % i:<br />

lf-----..l.---'------+----------------+---+--iPLASTIC LIMIT<br />

, LIQUID LIMIT<br />

-<br />

10 20 30 40 50 60 70 so 90<br />

Stiff to very stiff dark gray CLAY<br />

w/ roots to 4'<br />

w/ ferrous nodules below 2'<br />

89<br />

r-s<br />

wf calcareous nodules below 6'<br />

- ................... .<br />

Very stiff brown SILTY CLAY<br />

1/<br />

II<br />

c<br />

-10<br />

t- 15<br />

~<br />

6/6<br />

11/6<br />

15/6<br />

w/ sand partings at 14'<br />

94<br />

1\<br />

t- 20<br />

'<br />

~<br />

- .......................... .<br />

Very stiff brown slickensided CLAY w/<br />

ferrous nodules<br />

I~<br />

I·<br />

~4-~-4-+-~-+-r-,_~--·<br />

t- 35<br />

Shear Types:<br />

I!<br />

I;<br />

li I<br />

~-4-+-+-r-r,_T-~1 ,,<br />

• = H a nLd_P_e_n_e_t_. -.-=-T-o-rv_a_n_e_"_=_U_n_c_o_nLf-.-=c:-o-m...Lp-.---L•_=LU---lU:-T::Ln-a..J.x-:-ra-:IL-..l.--'----'---'~~~<br />

See Plate 1 for boring location. Plate 3<br />

ll<br />

HVJ ASSOCIATES, INC.<br />

r<br />

I

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