Laserfiche WebLink
i <br /> CLIENT STATION # LOCATION <br /> EA ENGINEERING Chevron USA Inc SS 9-1918 45 E Harding Way <br /> SCIENCE AND I I Stockton, California <br /> TECHNOLOGY INC LOG OF SOIL BORING MW7 <br /> 18 18 6 <br /> g 0 SM Silty fine sand, dark brown, moist, no odor <br /> s 21 <br /> 22 <br /> CL Silty clay, brown, moist, no odor, minor sand <br /> 23 (5-10%) <br /> 24 <br /> _ 25 Sit, olive brown, moist, no odor <br /> 18 14 14 0 = > ML <br /> 1 — 26 <br /> — SIM Silty fine sand, brown with Fe oxides, moist, no <br /> — <br /> 27-1odor <br /> ;. NC �_ ' v 28 LSandy clay, brown/greenish, wet <br /> 29 Silty sand, brown, wet, no odor <br /> Nom` <br /> t - <br /> s = <br /> 30-4SW 15 0 — fir <br /> 11 <br /> 18 — 31 <br /> Sandy silt, brown with Fe oxides, moist, no odor <br /> 32-- <br /> 2ML <br /> 33 F <br /> — 34 <br /> j400, <br /> _ w Silty olive gray fine sand, wet, no odor, lenses <br /> 10 35 of olive clayey silt, no odor, water? <br /> 18 12 — <br /> 15 � _ ' - `A <br /> 36—. SM/SC - <br /> - 37 <br /> r <br /> 38 <br /> .,i�S vet <br /> 39 <br /> A — 40 <br /> 18 13 f<ll, -, <br /> 12 L` V; .'4 41 <br /> M. <br /> 42 Clayey silt/silty clay, olive brown, white <br /> i YC ry3L1r[R <br /> precipitate in fractures <br /> s 43 <br /> 18 7 :; <br /> 12 44 <br /> Page 2 of 2 <br />