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" P A <br /> EA ENGINEERING, CLIEHr s[rE NUMER WCATON <br /> FAM Exxon its 7-3942. `�N.Pershing Avg. <br /> MASCIENCE,AND Stockton,CA <br /> TECKNOLOGY <br /> DRUM AND <br /> oos <br /> LOG OF SOIL.SORING MM2 mmiMobil Drill I3 53 <br /> oas _ <br /> Coordinates:1290 19'10"W WATER LEVEL 19.0' 1 127.68 DRILLING <br /> 37°59'11"N TIME START FINISH <br /> Elevation top of casing:.8.77 It Ms l TWE Tdm <br /> DATE Casing below surface: -0.3 It REFERENCE k.87 <br /> T or c DAn 1127187 DATE <br /> nc os SURFACE <br /> WELL DEPTH GRAPHIC CONDITIONS <br /> 4 a. O m DETi& (Feat) LOG <br /> W v, a: DESCRIPTION by: Harding Lawson Assoc. <br /> �y 0 <br /> Dark brown lean clay With sand, stiff, <br /> CL moist,no odor,fine to medium sands,color <br /> 2 change to mottled brown-orange. <br /> 3 <br /> — 4 Light brown silty clay with sand, hard,dry, no <br /> odor. <br /> 5 <br /> CLI <br /> 6 ML <br /> ._ (7 <br /> u - SSE <br /> - Color change to brown-brownish white. <br /> 10 <br /> { 11 Brown silty clay with sand, soil, moist, no <br /> s CUA odor. <br /> — r 12 ML <br /> - i3 <br /> _ Blue-green-brown silty sand,medium dense, <br /> { i4 moist,very fine to tine sands, no odor,trace <br /> clay. <br /> 15 <br /> sM. -� <br /> 16 <br /> 17 ; Blue-green-brown well-graded sand with s;lt, <br /> 18 moist,fine to medium grain. <br /> SW/ <br /> 9 SM Groundw2ter at 19.0 feet. <br /> 20 <br /> Page 1 of 2 <br />