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W <br /> WW 'LU ma BORING N0. MW —3 <br /> w <br /> JZ Z a Z WELL CLOSURE a J GEOLOGIST C. BEAN <br /> .a W 3 o SUMMARY o EDITED BY _C. BEAN DATE BEGAN t?/�L9L _ <br /> > " oo �+ d CHECKED BY D. DUNK 'RQ DATE FINISHED 12- 8/91 <br /> 00 m TOTAL DEPTH 60 FT GROUND SURFACE EL._]Il.SI <br /> a � w <br /> DESCRIPTION <br /> ri5ty a 6' ASPHALT <br />' CLAY: ,toughness, plasticity, <br /> dryeroto dry strh,engtno dilatancy. <br /> Top of Casing to. toughness <br /> with Locking Cap <br /> CL <br />' Neat <br /> nt d <br /> Cemea <br /> 5 S.a• <br /> MV3-1 2' SCh. 40 PVC 0 SILTY CLAY: Moderate plasticity, moderate dry strength, low <br /> 12/18 12 Casing d0.atancy, moderate toughness, brown, dry, <br /> CL <br /> O <br /> 10 10.0' <br /> MV3-2 B d 0 SANDY CLAYi Low plasticity, moderate dry strength, no dilatoncy, <br /> 1 14/18 tow toughness, 30% very Fine grained sand. light brown, dry. <br /> CL <br /> 15.0' <br /> 15 inl3_ <br /> SILTY SAND, Fine to medium grained, angular, poor sorting 30% <br /> I6/2B 18 ° fines, med:wm dense. Cght brown, dry. <br /> 20 <br /> !!W3-4 19 SM <br /> 14/18 19 <br /> d <br /> I <br /> Id <br /> 25 MV3-5 <br /> 24 d I1 26.0' <br />' SANDY CLAY: Moderate plasticity, moderate dry Strength no <br /> dilatancy, moderate toughness, 25% very fine grained sand, <br /> V grayish green, dry. <br />' CL <br /> 30- <br /> - <br /> 0 MV3 <br /> 19 a 16 <br /> 32.0' <br /> A SAN11+ Fine to medium grained, subangular, Folr sorting, loose, <br /> moist, grayish brown. <br /> SW <br /> 35 e <br /> SHEET I UF, 2 <br /> DRILLING CO.: SPECTRUM EXPLORATION <br /> DRILL METHOD: HOLLOW STEM AUGER SEE LEGEND FOR EXPLANATION <br /> SAMPLING METHOD: SPLIT SPOON SAMPLER OF SYMBOLS AND TERMS <br /> PROJECT NO.: 190916 <br /> CLIENT: PACIFIC BELL INTERNATI❑NAL <br /> LOCATION: SAN JOSE, CA TECHNOLOGY <br /> SITE ADDRESS! 345 N. SAN J❑AOUIN ST., STOCKTON, CA CCRPORATI13N <br />