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i <br /> W W _ <br /> ,r <br /> BORING NO MW - i <br /> W <br /> W a ^ J GEOLOGIST C BEAN <br /> z (Lz N WELL CLOSURE n u LL <br /> .a w 3 o SUMMARY 0 EDITED BY C BEAN DATE BEGAN �^ <br /> 0 0 0 CHECKED BY D KUBIK JR DATE FINISHED l8/8/91 <br /> E3 ml` a TOTAL DEPTH 60 FT GROUND SURFACE EL <br /> A ti W <br /> DESCRIPTI❑N <br /> ris y o- 6 ASPHALT underlain by angutor gravel fill <br /> 0 <br /> Top of Casing 15 <br /> with LOCking Cap <br /> LEAN CLAY, 100/ Fmes moderate dry strength stow Blatancy low <br /> toughness moderate plasticity dark brown ary <br /> CL <br /> Neat <br /> Cement td <br /> LEAN CLAYS 100/ fines moderate dry strength stow dnatancy lo.l <br /> 5 toughness moderate Plast C ty brown ary <br /> Mu]-t 18 2 SCh 40 PVC 0 <br /> 0/18 Casing CL <br /> so <br /> SANDY CLAY- 40/ subangular very Fme to Fine sand, moderate dry <br /> strength, no Blatancy low toughness low pinStimty light brown <br /> dry <br /> 10 MV1-2 0 <br /> 36/18 19 <br /> CL <br /> I <br /> 15 <br /> Mvl-3 14 2/36 Lonestar 0 CLAYEY SANG 35/ clay angular to subangular very Froe to fine <br /> 32/18 Sand poor to occasionally Fair sorting <br /> 20 M'11 1-4 2a a Sc <br /> 1,/le <br /> 250 <br /> 25 MVI-S 0 SANDY CLAYS 30/ subangular very fine sand Folr sorting, lads! <br /> ]2/18 l8 to compact moderate dry strength, no ddotancy moderate <br /> toughness to. plostioty grayish geen dry <br /> CL <br /> 30 300 <br /> MVI-6 CLAYEY SAND, Very fmc to fine subanguinr fair sorting, light <br /> 14/18 29 0 brown 40/ clay dry <br /> Sc <br /> �3511 1as o <br /> SHEET 1 OF 2 <br /> DRILLING CO SPECTRUM EXPLORATI❑N <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 INTERNATIONAL <br /> LOCATION SAN JOSE CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN JOAG}UIN S7 STOCKTON, CA CORPORATION <br />