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F � <br /> v,Ell <br /> ptD DLOw a�u►tE UaC] OE]C Air ItoN CoN1r <br /> I6 No. <br /> LW 32— <br /> O �] <br /> O. <br /> 34- 40 <br /> 50 g <br /> 36 0. <br /> 1. <br /> 38 <br /> L 7 <br /> 7 <br /> 40 g CL SILTY CLAY/SANDY CLAY: yellow brown, <br /> moist, fine sand, poorly graded, <br /> medium plasticity, stiff. <br /> 42 <br /> LN <br /> :.. <br /> 44 38 y redomin- <br /> 52 SW/GW SAND: gra red-brown, wet, P <br /> antly medium and coarse sand, some <br /> i.. (11/2 / 8) fine sands and fine gravels, some .. ^.,. <br /> 46 coarse gravels, little clay/silts, <br /> moderately graded, sand clasts angular <br /> LU gravel clasts sub-rounded to angular, <br /> LL very dense. <br /> ., z <br /> 48 <br /> w40 SAND: gray, red-brown, wet, predomin- <br /> 0 50/2 antly medium sand, some fine sand, <br /> 50 some coarse sands, little to some fine <br /> gravel, little coarse gravel, trace <br /> silts clays, predominantly graded, _ <br /> sand clasts angular, gravel clasts sub <br /> +� <br /> 52 rounded to angular, very dense. <br /> Lo 54 12 <br /> 32 <br /> 28 <br /> 56 <br /> F 58 45 grayred-brown, wet, predomin- <br /> i. 50/3 SAND: g y, <br /> ant y ine san m <br /> , soe me luk� Lleeto <br /> coarse, some. fine gravels, t <br /> 60 some coarse gravels, moderately well- <br /> graded, angular sand clasts subrounded <br /> � <br /> to angular gravel clasts, very dense. <br /> S2 -Total depth of boring 58.75' <br /> -Logged by J.S. Raugust on 11/14/88 <br /> -Monitoring well MW-1 completed in the <br /> vinon 11 14 88. <br /> 64 <br /> PLATE <br /> LOG OF BORING NO. B-1/ <br /> LM rf"% KLEI N FEEDER Mw-1 <br /> HARVEST GLEN J <br /> TRACY, CALIFORNIA <br /> i6iisPROJECT No. 24-1140-41 <br />