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PROJECT NO. 58475-06-70 <br /> V) �� � a o BORING NO. DP1 <br /> LU W cn 2a. o a <br /> LU_LU wz DATE DRILLED 5/13/03 WATER LEVEL(ATD) NA solL <br /> 0. CO F' HEADSPACE <br /> a EQUIPMENT DIRECT PUSH DRILLER GEOCON (USCS) (PpM) <br /> SOIL DESCRIPTION <br /> a 4 0.19 METERS CONCRETE SLAB <br /> � BASEROCK <br /> DPI-0.3 Dense, damp, light brownish gray(IOYR 6/2), Sandy GM 0 <br /> 1000 GRAVEL <br /> ALLUVIUM <br /> Stiff, moist, very dark gray(IOYR 3/1), Silty CLAY CL <br /> 1 DPI-1 1045 Stiff, moist, dark yellow brown(IOYR 4/4), Silty CLAY CL 0 <br /> -gray(IOYR 5/1) — <br /> DPI-2 1050 -faint diesel odor — <br /> BORING TERMINATED AT 1.98 METERS 10.2 <br /> i <br /> i <br /> g! <br /> E <br /> r. <br /> a <br /> r <br /> i <br /> t: <br /> r; <br /> r,• <br /> a <br /> Figure 2, Log of Boring DP 1,page I of 1 <br /> ENV-NO-WELL VERN.GPJ 05/28/03 <br /> BORING ELEVATION: NA <br /> ENGINEER/GEOLOGIST: JOHN MATTEY S.. <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 />