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<br />v <br /> <br /> LEGEND: <br /> GRAVEL, SANDY; SAND, CLAYEY, AND CLAY, SANDY, MOIST, LOOSE TO VERY DENSE, <br />FILL <br /> , <br />_R8 MEDIUM STIFF, DARK BROWN, BROWN (FILL). <br />0 - <br />CLAY, SANDY, MOIST, VERY STIFF, DARK BROWN (CL). <br />12/12 <br />SAND, GRAVELLY, SILTY, MOIST TO WET, MEDIUM DENSE TO DENSE, BROWN, GRAY (SP). <br />331M2 10 <br />Me GRAVEL, SANDY, MOIST TO WET, MEDIUM DENSE TO VERY DENSE, BROWN, GRAY (GP). <br />113/12 lo-A <br /> DRIVE SAMPLE. THE SYMBOL 34112 INDICATES 34 BLOWS OF A 140-POUND HAMMER <br />WERE REQUIRED TO DRIVE A 2.04NCH O.D. SAMPLER 12 INCHES. <br />§41112 20 FALLING 30 INCHES <br /> WATER LEVEL MEASURED AT TIME.OF DRILLING. <br />024/ia <br />§40112 30 <br />E43112 <br />§44/12 ,40 <br />a NOTES: <br />0 <br />024112 i. THE BORINGS WERE DRILLED ON APRIL B, 2006, USING &INCH DIAMETER HOLLOW STEM <br />AUGER AND A TRUCK-MOUNTED DRILL RIG. <br />¦25M2 50 2. BORING LOCATIONS WERE SURVEYED BY CGRS. ALL BORINGS DRILLED FROM EXISTING <br />TOP OF LEVEE: <br />3. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS IN <br />THIS REPORT. <br />60 <br />70 <br />80 <br />SUMMARY LOGS OF EXPLORATORY BORINGS <br />FIGURE 2