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stow/ Sample PID WILL <br /> 64 f' No. uscS ppmv G[scxu ON t�ausT. <br /> • 66 17 CL 34.5 SANDY CLAY/CLAYEY SAND: gray, red-brown, <br /> very fine to coarse, micaceous, <br /> some silt, trace of pebbles up to <br /> 68 SC 8 mm in size, moist, NOSC =_ <br /> 70 = <br /> 57.0 <br />�i SANDY SILT: mottled red brown and gray, _ <br /> 72 very fine to fine grained, trace of =_ <br /> medium to coarse sand, little clay, <br /> micaceous, damp to moist, NOSC <br /> 74 <br /> 89.0 SANDY SILT: gray white, very fine to - <br /> fine grained, trace of medium sand, <br /> 76 trace of pebbles u to 15 mm in size, <br /> micaceous dam N8SC <br /> Total Depth of Boring 76.5 Feet <br /> 78 Ground Water Encountered at 55 Feet <br /> w Logged by David Stavarek 4-21-86 <br />�f c <br /> si <br /> C <br />�y <br /> I H KLEINFELDER & ASSOCIATES HENDRIX TRUCKING �trrE <br /> 11 ^�* „ ►,.,.,�•^_� . HA11!l,w4. STOCKTON, CALIFORNIA 6 <br /> PROJECT NO W-2017-1 LOG OF BORING NO. Mw-1 <br />