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LEGEND:
<br /> WIND DRIFTED SAND AND SILT,DRY,BROWN,TAN.
<br /> ® LEVEE FILL,SAND,CLAYEY,GRAVELLY,COBBLY,DENSE,MOIST,BROWN,DARK BROWN
<br /> (SC).
<br /> GRAVELL.SANDY,CLAYEY,COBBLY,VERY DENSE,MOIST TO WET,BROWN,DARK BROWN,
<br /> TAN,RUST(GC).
<br /> SAND,CLAYEY,GRAVELLY,COBBLY,DENSE,MOIST TO WET,BROWN,BLACK,RUST(SC).
<br /> 1
<br /> FlCLAY,SANDY,SILTY,STIFF TO VERY STIFF,MOIST,BROWN,BLACK(CL).
<br /> ® CLAY,VERY STIFF,MOIST TO VERY MOIST,BROWN,OWE-BROWN,BLUE-GRAY,RUST
<br /> (WEATHERED CLAYSTONE BEDROCK).
<br /> 8 CLAYSTONE,SANDY,SILTY,HARD,SLIGHTLY MOIST TO MOIST,BROWN,GRAY,BLUE-GRAY
<br /> (BEDROCK).
<br /> DRIVE SAMPLE. THE SYMBOL 1619INDICATES THAT 16 BLOWS OF A 140-POUND HAMMER
<br /> I■ FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.0 INCH O.D.SAMPLER 9 INCHES.
<br /> SAMPLE FROM AUGER CUTTINGS.
<br /> Q INDICATES WATER LEVEL MEASURED AT THE TIME OF DRILLING.
<br /> NOTES:
<br /> 1. THE TEST HOLES WERE DRILLED AUGUST 22, 1996 WITH A 44NCH DIAMETER HELICAL POWER
<br /> AUGER. THE TEST PITS WERE DRILLED WITH A TEXOMA TAURUS CAISSON DRILLING RIG OR
<br /> EXCAVATED WITH A SMALL BACKHOE BETWEEN JANUARY 28 AND FEBRUARY 27. 1997. TEST
<br /> PITS NUMBERED TP-1,TP-2 AND TP-3 WERE DRILLED WITH THE TEXOMA DRILL RIG. THE
<br /> REMAINDER WERE EXCAVATED WITH THE BACKHOE.
<br /> 2. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS,LIMITATIONS AND CONCLUSIONS IN THIS
<br /> REPORT.
<br /> 3. THE TEST HOLE LOCATIONS AND ELEVATIONS WERE SURVEYED BY JR ENGINEERING,LTD.
<br /> LEGEND AND NOTES OF LOGS OF TEST HOLES AND TEST PITS FIG.6.
<br />
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