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<br />
<br />LEGEND:
<br />
<br />rn
<br />~
<br />~...,
<br />'.
<br />. .
<br />~
<br />[d
<br />Ed
<br />~
<br />~
<br />
<br />~
<br />~
<br />
<br />~
<br />
<br />NOTES:
<br />
<br />7s<>t7
<br />
<br />WIND DRIFTED SAND AND SILT, DRY, BROWN, TAN.
<br />
<br />~
<br />
<br />i
<br />LEVEE All. SAND, CLAYEY, GRAVELLY, COBBLY, DENSE, MOIST, BROWN, DARK BROWN
<br />(~). 1
<br />!
<br />
<br />DRAFT
<br />
<br />GRAVEll. SANDY, CLAYEY, COBBLY, VERY DENSE, MOIST TO WET, BROWN, DARK BROWN,
<br />TAN, RUST (GC). .j
<br />
<br />\
<br />SAND, CLAYEY, GRAVELLY, COBBLY, DENSE, MOIST TO WET, BROWN, BLACK, RUST (SCl.
<br />1
<br />{
<br />CLAY, SANDY, SILTY, STIFF TO VERY STIFF, MOIST, BROWN, BLACK (CL).
<br />;(
<br />,
<br />
<br />CLAY, VERY STIFF, MOIST TO VERY MOIST, BROWN, OLIVE.BROWN, BLUE-GRAY, RUST
<br />(WEATHERED CLAYSTONE BEDROCK). I,
<br />I
<br />.1
<br />CLAYSTONE, SANDY, SILTY, HARD, SUGHTLY MOISTTO MOIST, BROWN, GRAY, BLUE-GRAY
<br />(BEDROCK). I
<br />
<br />,
<br />DRIVE SAMPLE. THE SYMBOL 16/9 INDICATES THAT 16 BLOWS OF A 140-POUND HAMMER
<br />FALUNG 30 INCHES WERE REQUIRED TO DRIVE A 2.0 INCH 0.0. SAMPLER 9 INCHES.
<br />,
<br />
<br />SAMPLE FROM AUGER CUTTINGS.
<br />
<br />INDICATES WATER LEVEL MEASURED AT THE TIME OF DRlLUNG.
<br />
<br />I
<br />1. THE TEST HOLES WERE DRlu.ED AUGUST 22, 1996 WITH A 4-INCH DIAMETER HEUCAL POWER
<br />AUGER. THE TEST PITS WERE DRIlLED WITH A TEXOMA TAURUS CAISSON DRlWNG RIG OR
<br />EXCAVATED WITH A SMALL BACKHOE BETWEEN JANUARY 28 AND FEBRUARY ZT, 1997. TEST
<br />PITS NUMBERED TP-l, TP-2 AND TP-3 WERE DRlu.ED WITH THE TEXOMA DRILL RIG. THE
<br />REMAINDER WERE EXCAVATED WITH THE BACKHOE. 1
<br />:1
<br />2. THESE LOGS ARE SUBJECT TO THE EXPlANATIONS, UMITATIONS AND CONCLUSIONS IN THIS
<br />REPORT. I
<br />
<br />3. THE TEST HOLE LOCATIONS AND ELEVATIONS WERE SURVEYED BY JR ENGINEERING, LTD.
<br />
<br />FIG. 5.
<br />
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