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PROJECT NO. S8475-06-70 <br /> x o BORING NO. DP3 <br /> a z F LU o, o a <br /> U.)_ 3 DATE DRII LED 5/13/03 SOIL <br /> Ca m z WATER LEVEL(ATD) NA HEADSPACE <br /> ° CQ <br /> EQUIPMENT DIRECT PUSH (USCSI (PPM) <br /> DRILLER GEOCON <br /> SOIL DESCRIPTION <br /> 0.05 METERS ASPHALT CONCRETE <br /> ALLUVIUM <br /> DP3-0.3 Dense, damp, light brownish gray(1 OYR 6/2), Silty CLAY <br /> 1330 CL 14.0 <br /> 1 DP3-11350 <br /> 0 <br /> -gray(IOYR 5/1) <br /> DP3-2 1420 <br /> BORING TERMINATED AT 1.98 METERS 19.3 <br /> Figure 4, Log of Boring DP3, page 1 of 1 <br /> ENV_NO_WELL VERN.GPJ 0528/03 <br /> BORING ELEVATION: NA ENGINEER/GEOLOGIST: JOHN MATTEY <br /> NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.R IS NOT WARRANTED TO BE REPRESENTATIVE OF <br /> SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. ALL BLOW COUNTS HAVE BEEN CONVERTED TO EQUIVALENT STANDARD PENETRATION TEST(SPT)BLOW COUNTS <br />