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PROJECT: San Joaquin County Lan <br />0 <br />Foothill <br />ing No. <br />SG 6 <br />Project No. <br />14031388 <br />DATE DRILLED: <br />TYPE OF BORING: <br />July 16, 2003 <br />Soil Gas Monitoring Well <br />ING EQUIPMENT: <br />ELEVATION &JDATUM: <br />LOGGED 8Y: <br />Acker Hollow Stem Auger <br />iAMPLING METHOD: <br />DEPTH TO WATER: FIRST: COMPL.: <br />M. Edwards <br />24 HRS: <br />Grab Sample <br />Elevation <br />Depth (Ft) <br />o` <br />p <br />p <br />a <br />m <br />m <br />n <br />MN <br />r <br />0J <br />3. <br />o <br />C1.Cn <br />0 <br />a <br />— <br />y <br />SOIL DESCRIPTION <br />o <br />D <br />m <br />t7 <br />U <br />SM <br />SILTY SAND (SM) w/cobbles; brown, dry, fine-grained, dense. <br />U <br />SC I CLAYEY SAND (SC); brown, moist, fine-grained, medium, dense. <br />20 <br />I ( I I IIIiIIIIIN ML I CLAYEY SILT (ML); brown, moist, low to medium plasticity, hard. <br />25 <br />30 <br />CL I SILTY CLAY (CL); brown, moist, low to medium plasticity, hard. <br />F 35 <br />C I I I SC I CLAYEY SAND (SC); brown, moist, fine-grained, dense. <br />3=Refusal, greater than 100 blows/foot KRAZAN & ASSOCIATES, INC. Shee` 1 of <br />