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PROJECT NO. S8475-06-70 <br /> x C4 o BORING NO. DP2 <br /> a. a <br /> W z w In 3 � z° O DATE DRILLED 5/13/03 so1L <br /> q w O < WATER LEVEL(ATD) NA HEADSPACE <br /> M .a EQUIPNv1ENT DIRECT PUSH DRILLER GEOCON (USCS) (PPM) <br /> SOIL DESCRIPTION <br /> 4 0.19 METERS CONCRETE <br /> BASEROCK <br /> DP2-0.3 I Dense,damp, light brownish gray(IOYR 6/2), Sandy GM 92.8 <br /> 1100 GRAVEL <br /> ALLUVIUM CL <br /> Stiff, moist,very dark gray(IOYR 3/1), Silty CLAY, <br /> hydrocarbon odor <br /> 1 <br /> DP2-11120 Stiff, moist,dark yellow brown(IOYR 4/4), Silty CLAY, CL 0.7 <br /> hydrocarbon odor <br /> -gray(IOYR 5/1) <br /> DP2-2 1205 <br /> 2 92.5 <br /> 3 __ <br /> �. Medium dense,moist,gray(IOYR 5/1), Silty SAND SM <br /> DP2-3.3 <br /> 1500 <br /> very moist <br /> 101.0 <br /> BORING TERMINATED AT 3.66 METERS <br /> Figure 3,Log of Boring DP2, page 1 of 1 ENV-NO-WELL VERN.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 />