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FIELD <br /> CL DESCRIPTION <br /> CD <br /> r CL , <br /> 0) E CI E E <br /> E E r (Continued from previous plate) <br /> Q m d Q N Z z <br /> 10 fine to medium grained, abundant Fe stains <br /> ' 17 <br /> 14 0 94369 <br /> 1 <br /> ' 30 12 Clayey SILT(ML) Olive-brown,moist,very stiff, Fe stains <br /> 14 no odor <br /> 16 1 94337 SAND ISP} Yellow brown, moist dense fine to coarse <br /> grained <br /> 1 ' <br /> , <br /> ' 35 16 Sit y SAND(SM/ML) Olive brown moist,dense, with clayey <br /> 22 silt lenses, no odor <br /> 22 0 12933 <br /> 40 <br /> 9 SAND(SP/SM) Yellow-brown, moist,dense, fine to coarse <br /> 14 grained, with silt no odor <br /> ' 16 0 12934 <br /> 45 9 Silty SAND(SM) Olive-brawn, moist,very dense, fine <br /> ' 29 = grained, no odor <br /> 34 0 12932 SAND ISW) Yellow brown, moist, very dense, fine to coarse <br /> grained, abundant mica,trace organics, no odor <br /> 1 = <br /> ' 50 8 = SAND(SW/SP) Yellow-brown,moist, dense,fine to medium <br /> 14 - grained, abundant mica, no odor <br /> 15 i 12931 -_- <br /> Boring completed at a depth of approximately 51-112 feet <br /> below existing site grade <br /> I h <br /> k4KLEINFELDER LOG OF BORING 2- 4 <br /> PLATE <br /> 2 of 2 <br /> HWY 1201McHENRY AVENUE PROJECT <br /> Drafted By DWA Project No 20-3941-01 1305 ESCALON AVENUE A-F <br /> Date 314197 File Number <br /> ESCALON, CALIFORNIA <br /> Copynght Meinfelder Inc 1997 <br />