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r <br /> FIELD <br /> a DESCRIPTION <br /> (o <br /> CL n E ra E o <br /> f7 U) W a 4 Z (Continued from previous plate) <br /> 9 _- SAND(SW) Yellow-brown,moist,dense fine to coarse <br /> 13 grained, no odor <br /> ' 14 1 17266 <br /> 1 <br /> 30 12 Clayey SILT(ML) Brown moist, hard, with fine sand, <br /> 3015" 1 17267 abundant Fe stains,trace organics, no odor <br /> i <br /> 1 <br /> ' 35 7 Clayey SILT(ML) Brown, moist,hard no odor <br /> 20 <br /> 30/5" 1 17268 SAND(SP/SM) Yellow brown, moist, dense,fine to medium <br /> grained, with silt, no odor <br /> I <br /> i <br /> 40 <br /> 11 Silty SAND/SAND(SM/SP) Olive-brown, moist,dense, fine <br /> 18 to medium grained, abundant Fe stains <br /> ' 19 0 17269 <br /> 45 9 olive-brown to light brown,fine grained <br /> ' 16 <br /> 18 1 17270 <br /> ' 50 13 SAND(SP) Yellow-brown,moist,very dense,fine to medium <br /> 25 grained, no odor <br /> 28 2 17271 <br /> Boring completed at a depth of approximately 51-1/2 feet <br /> below existing site grade <br /> r <br /> rn <br /> a LOG OF BORING 2- 2 PLATE <br /> X" KLEIN FELDER 2 of 2 <br /> HWY 1201McHENRY AVENUE PROJECT <br /> = A-4 <br /> Drafted By DWA Project No 20-3941-01 ESCALON, CALIFORNIA <br /> Date 3/4/97 File Number <br /> ' W Copynght IOemfelder Inc 1997 <br />