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FIELD <br /> � • m <br /> f a - DESCRIPTION <br /> a <br /> ~ t4 >.m d d <br /> CD- E o pE E E L <br /> p (Continued from previous plate) <br /> m a. c to ' Z <br /> 14 == SAND(SW): Yellow-brown,moist,fine to coarse grained, no <br /> 14 _. odor <br /> 16 0 17276 _.:£ <br /> 30- <br /> 21 Clayey SILT(ML): Brown,moist,hard, with fine sand, no <br /> 30/5" 0 17275 odor <br /> �+ Silty CLAY(CL): Brown, moist verystiff, Fe <br /> slams, no odor <br /> 35 <br /> 21 <br /> 30 0 17274 SAND(SP): Light brown, moist, very dense,fine grained, <br /> abundant mica, no odor <br /> kri . <br /> 40- <br /> 14 Silty SAND(SM): Brown, moist, dense,fine to medium <br /> 18 grained,abundant mica and Fe stains, no odor <br /> 20 0 17273 <br /> r45 12 Silty SAND (SM): Olive-brown, moist, dense;fine grained, <br /> trr <br /> 15 abundant mica and Fe <br /> 18 1 17277 <br /> L 50 <br /> 14 SAND(SP): Light brown, moist,very dense, fine to medium <br /> 27 grained, no odor <br /> r 20/3" 0 17272 <br /> {Ir3 Boring completed at a depth of approximately 51-1/2 feet <br /> below existing site grade. <br /> i.i <br /> v LOG OF BORING 2- 1 PLATE <br /> � KLEINFEL ® ER 2 of 2 <br /> HWY 120/McHENRY AVENUE PROJECT <br /> o Drafted By: DWA Project No.: 20-3941-01 1305 ESCALON AVENUE A-3 <br /> W Date: 3/4/97 File Number: ESCALON, CALIFORNIA <br /> Copyright Kieinfelder,Inc. 1997 <br />