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Ac�oa • <br /> Wdelson • vaa Dam Inc Project No. Location: Beaaan #494 <br /> ULT05.03 2185 E Fremont St <br /> Consulting $C1BRt15tS, Engineers, and Geoag15f5 Stockton, California <br /> Drilling Co.: West Hozma! Drilling Driller. Cease Reinhart <br /> Log of Soil Bor'ing VW-2 Drilling and Sampling Methods: <br /> CME-75 Drill Rig; <br /> Goardinales: California modified split-spoon sampler <br /> ' Surface Elevation: fitted with 6•' brass sample sinew• <br /> Cosing Elevations: <br /> Reference Elevation: Drilling Oche Time <br /> Reference Descr-. <br /> ' Stclrt 12-7-92 12:15 <br /> Completion Depth: 75 feet <br /> Finish 12-7--92 2:30 <br /> Logged by: Hal E. Hanson OVM/OVA hNu Pit) with µrater De th <br /> � t0.2 eV Probe P <br /> 11 (D o Checked by: '"p„1? .�? _ a� <br /> W <br /> DESCRIPTION a 0 m° r = a <br /> x <br /> c� J m 3:: o m c s Comments <br /> _ - - _ ,• <br /> 1 SILTY CLAY, allve brown, moderately <br /> ' plastic, slightly moist (CL) <br /> 2 <br /> 3 <br /> 4 5 t <br /> V1 12 N <br /> 5 -J 16 18 1s > 7 <br /> CL Q <br /> 6 LAI <br /> >- <br /> 7 z <br /> 8 0 <br /> 9 15 N <br /> 19 `j <br /> 1 0 z3 18 18 > 250 <br /> Z <br /> 11 OU <br /> 12 <br /> SANDY SILT, brown. fine-grained sand, LLJ <br /> - - � <br /> 13 slightly moist (ML) 15 <br /> t <br /> 1 4 _ _ z 23 N - <br /> O 32 18 18 500 <br /> ' 15 <br /> a <br /> 16 <br /> ML �- <br /> 17 LLJ <br /> - <br /> 1 8 0 17 Y <br /> Q26 a <br /> 19 — — 32 18 is 400 <br /> 20 = W <br /> 2 - V) <br /> 22 - <br /> 2 3 CLAYEY SILT, greenish— — — _h gray, _, slightly 14 <br /> — — -- in <br /> -plastic. slightly moist (ML) i s t <br /> N <br /> 2 4 t 225 <br /> -ML <br /> 25 24 18 78 <br /> - <br /> 11L05o321 <br /> Page 1 of 3 <br />