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riKVjr_4 i " 3af® uudqu'n toouniy LanW <br />Foothill ring No. ED <br />Project Na. 1403138B <br />DATE DRILLED: <br />TYPE OF BORING: <br />July 16, 2003 <br />Soil Gas Monitoring Well <br />ING EQUIPMENT: <br />ELEVATION & DATUM:~ <br />LOGGED BY: <br />Acker Hollow Stem Auger <br />M. Edwards <br />SAMPLING METHOD: <br />DEPTH TO WATER: <br />FIRST: <br />COMPL.: <br />24 HRS: <br />Grab Sample <br />Elevation <br />Depth (Ft) <br />o` <br />p <br />p <br />a <br />3 a <br />nE <br />o <br />m <br />0 9 <br />N y <br />SOIL DESCRIPTION <br />o <br />m <br />m <br />C7 U <br />SM <br />SILTY SAND ISM) w/cobbles; brown, dry, fine-grained, dense. <br />5 <br />Moist. <br />10 <br />SC <br />CLAYEY SAND (SC); brown, moist, fine-grained, medium, dense. <br />15 <br />20 <br />ML <br />CLAYEY SILT (ML); brown, moist, low to medium plasticity, hard. <br />25 <br />30 <br />CL <br />SILTY CLAY (CL); brown, moist, low to medium plasticity, hard. <br />35 <br />SC <br />CLAYEY SAND (SC); brown, moist, fine-grained, dense. <br />i=Hetusal, greater than 100 blows/foot K AZAN & ASSOCIATES, INC. Shee` 1 of <br />