Laserfiche WebLink
1 <br /> H <br /> DEPTH <br /> 5 WLE P�•D• ODE USICS DESCRIPTION CONST.WELLmo. <br /> 20S-20 29 pPmv ML Clayey silt, moderate yellowish brown, dry, low plasticity, very stiff <br /> 22 - <br /> 24- <br /> 0 <br /> Sly Sand, Fine—grained, moderate brown, dry, loose <br /> S-25 30 <br /> ppmv ML Cla silt, light olwe gray, dry, low plasticity, stiff <br /> 26 Sand, fine— to coarse—grained, dark yellowish orange, dry, <br /> 9W medium dense <br /> 28 • • . <br /> ML Silt some sand, fine—grained, light olive gray, moist, non—plastic, <br /> stiff ' <br /> Sand, ine— to coarse—graineB, darkyellowish orange, dry, medium <br /> 30 S-3028 pPmv Sw dense , •• <br /> ML Sandy silt, fine—grained, moderate brown, dry, <br /> 32 medium stiff <br /> Sp Sand, fine—grained, pale yellowish brown, dry, medium dense <br /> — 34 — <br /> S-35 <br /> 4S-35 20 0 SW Sand fine— to coarse grained moderate yellowish brown, dry, <br /> 36 <br /> ppmv medium dense <br /> Boring Terminated at 36 feet <br /> Boring backfilled with cement/bentonite slurry <br /> 38 <br /> 4D <br /> 42 <br /> 44 <br /> 46 <br /> 48 <br /> ti <br />. !AW:�/� LOQ OF BRING: B-9 PLATE <br /> i /VJ ARCO Service Station No. 2075 <br /> 800 East Kettleman Lane A-19 <br /> PROJECT N0. 300013 000s2B Lodi, California <br />