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PROJECT NO. S8475-06-70 <br /> BORING NO. HAI <br /> F-z0 <br /> o 0 <br /> q c�1 p H DATE DRILLED 5/13/03 WATER LEVEL(ATD) NA so1L <br /> a W HEADSPACE <br /> .I EQUIPMENT HAND-AUGER DRILLER GEOCON (uscs) (PPM) <br /> SOIL DESCRIPTION <br /> HAI-01625 ALLUVIUM <br /> Stiff, damp, light brownish gray(I OYR 6/2), Silty CLAY CL 0 <br /> HAI-0.3 <br /> 1635 <br /> 0.4 <br /> 1 HAI-11655 <br /> 0.2 <br /> BORING TERMINATED AT 1.07 METERS <br /> I <br /> t <br /> Figure 1,Log of Boring HAI,page 1 of 1 1 <br /> ENV_NO_WELL VERN.GPJ 0528/03 <br /> C. <br /> BORING ELEVATION: NA ENGINEER/GEOLOGIST: JOHN MATTEY <br /> i <br /> 1 <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 1 <br /> SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. ALL BLOW COUNTS HAVE BEEN CONVERTED TO EQUIVALENT STANDARD PENETRATION TEST(SPT)BLOW COUNTS <br />