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B❑RING NO MW - 2 w k wz a aZ [ w z a D CL " GEOLOGIST C BEAN > r F WELL CLOSURE a U � f as w 3 o SUMMARY 0 0 EDITED BY C BEAN DATE BEGAN 12/7/91 _ CHECKED BY D KUBIK JR DATE FINISHED 12/8/91 (L ai w > o L- a d a a a TOTAL DEPTH 60 FT GROUND SURFACE EL ? R H W DESCRIPTI❑N 0Lhr.sty ox 6 ASPHALT 0 CLAY. Low plast.c,ty moderate dry strength SID. dilatancy low Top of Casing CL toughness moderate to dark brown dry with Locking Cap 20 CL SILTY CLAY, Low plasticity tow dry strength, slow d.lotoncy moderate toughness dark brown dry 30 Mv2-i Neat 0 CLAY. Low plasticity Moderate dry Strength Slow dilatancy Cement CL moderate toughness dark brown. dry 5 50 WW2-2 2' SCh 40 PVC 0 CLAYEY SAN➢- Light brown, Very fine to fine grained, ongular Casing brown I Sc to NV2-3 0 120 SANDY CLAY, Very fine to fine grained, sutrongular Farr to good sorting, light brown, 306 sand, dry ' CL 15 2-4 2/1.6 Lonestar 0 Sand 16 D CLAY No plasticity ikit dry strength no d brown, n, high toughness trace flssikity thin shite laminae brown, dry CL la0 SILTY SAND Very fine to fine grained, subangular well sorted 40/ Fines light brown, dry 20Nv2-S 0 SM 2 5 MW2 6 Q 26D SANDY CLAY Low plasticity moderate dry strength slow dllotancy moderate toughness grayish gren 40/ sand dry MW2-7 0 CL 290 CLAYEY SAND Very fine to fine grained subangular fair to 3Dgood sorting, light brown. 40/ ctay dry NW2-0 0 5C ' 35 SHEET 1 OF 2 DRILLING C❑ SPECTRUM EXPLORATI❑N DRILL METHOD HOLLOW STEM AUGER SAMPLING METHOD SPLIT SPOON SAMPLER SEE LEGEND OF SYMBOLS AND TERMS EXPLANATION ANDFOR TERMS PROJECT NO 190916 CLIENT PACIFIC BELL INTERNATIONAL LOCATION SAN JOSE, CA TECHNOLOGY SITE ADDRESS 345 N SAN J❑AQUIN ST, ST❑CKT❑N, CA CORPORATION