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' Project No. Location: 9eacon J494 <br /> Acton • khlsoo • VCR Dom Ing, ULTQS.D, Stockton, <br /> Fremont Street <br /> Stockton California <br /> Consulting Scientists, Engineers, and Geologists Drilling Company: West Hazmat Drilling <br /> D r11ie r: Scott Kruger <br /> Log of Soil Boring MW-2 Drilling and Sampling Methods: <br /> ' Coordinates: Hollow Stem Auger <br /> Callfornla modified split—spoon sampler <br /> Surface Elevation: fitted with 6" brass sample sleeves <br /> Casing Elevation: 19.53 OVM/OVA hNu PID with 10.2 eV probe <br /> ' Reference Elevation: <br /> Reference Desc: D ri I l i n Time Date <br /> 1 Sta rt 12:15 pm 4/16/92 <br /> Finish 2:50 prn 4/16/92 <br /> 11 Completion Depth: 83 test Water Depth Completion <br /> Logged by: Hai E. Hansen U \ c a 72.02 ff <br /> 3 <br /> . Checked by: CLz Q \ a �' a ' <br /> D J N N O <br /> r <br /> � Description 0 .° moo Comments o oa <br /> M V) <br /> ' 0 Asphalt and roadbase_ — _ — — <br /> 1SILTY CLAY, alive brown, slightly <br /> 2 <br /> moist, moderately plastic (CL) <br /> 3 <br /> 4 1g N <br /> ' 23 <br /> 23 18 13 � p <br /> 6 <br /> ' 7 CL <br /> 8 <br /> 32 N <br /> 10 sa " <br /> 6 <br /> 1IS 14 3 a <br /> 1 <br /> 12 <br /> 13 SANDY SILT, brown, very fine sand, — — <br /> 14 slightly mals, (ML) <br /> _ — 2S N <br /> .31 <br /> 15 33 18 13 0 <br /> 16 ML <br /> 17 - - <br /> ' 18 — _ _ _ _ _ _ — ' - - <br /> 19 SILTY SAND, brown, fine sand, slightly <br /> 2 0 mals, (SM) 20 N <br /> SM 24 18 14 S: 0 <br /> Page 1 of 5 <br />