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PROJECT NO. S8475-06-70 <br /> Ha 0 o so1L <br /> BORING NO. DP4 <br /> w z W 3 zO DATE DRILLED 5/13/03 WATER LEVEL ATD NA <br /> Q W < x HEADSPACE <br /> ° M a EQUIPMENT DIRECT PUSH DRILLER GEOCON (USCS) (PPM) <br /> SOIL DESCRIPTION <br /> ALLUVIUM <br /> Stiff, damp, light brownish gray(10YR 6/2), Silty CLAY <br /> DP4-0.4 <br /> 1515 CL 1.2 <br /> 1 DP4-11530 0.7 <br /> -gray(IOYR 5/1) <br /> 2 DP4-2 1545 -Very sandy, some caliche 1.1 <br /> BORING TERMINATED AT 2.13 METERS <br /> Figure 5, Log of Boring DP4, page 1 of 1 ENV-NO-WELL VEM.GPJ 05/28/03 <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.IT 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 />