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t <br /> FIELD <br /> a DESCRIPTION <br /> ai <br /> W E o d E E E t <br /> a to m` a a to Z (Continued from previous plate) <br /> 14 -3 SAND(SW) Yellow-brown, moist, fine to coarse grained, no <br /> ' 14 = - odor <br /> 16 0 17276 <br /> 3021 Clayey SILT(ML) Brown, moist, hard,with fine sand,no <br /> 3015" 0 17275 odor <br /> Wall. Silty CLAY(CL) Brown moist, very stiff, Fe stains, no odor <br /> 35 21 <br /> 30 0 17274 SAND(SP) Light brown, moist, very dense,fine grained, <br /> abundant mica, no odor <br /> 40 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 /> 45 12 Silty SAND(SM) Olive-brown moist, dense,fine grained, <br /> 15 abundant mica and Fe <br /> 18 1 17277 <br /> 50 14 SAND(SP) Light brown,moist, very dense, fine to medium <br /> 27 grained, no odor <br /> 2013" 0 17272 <br /> Boring completed at a depth of approximately 61-1/2 feet <br /> below existing site grade <br /> LOG OF BORING 2- 1 PLATE <br /> k4KLEINFELDER z of 2 <br /> HWY 120/McHENRY AVENUE PROJECT <br /> F'or <br /> Drafted By DWA I Project No 20-3941-01 VENUE A-3 <br /> Date 314197 File Number ESCALON, CALIFORNIA <br /> W CODYnght Kieinfelder Inc 1997 <br />