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r k <br /> W BRING NO MW - 1 <br /> +W w <br /> W <br /> ? C? CL w J GEOLOGIST C BEAN <br /> a z > n WELL CLOSURE a w <br /> a c ✓ o EDITED BY C BEAN DATE BEGAN <br /> m 3 SUMMARY <br /> F ¢ � o o Q CHECKED BY D DUNN DATE FINISHED 12/8/91 <br /> o w a m W TOTAL DEPTH 60 FT GROUND SURFACE EL _14$0 <br /> Uj } U <br /> W DESCRIPTION <br /> Christy ox 6 ASPHALT underlain by angular grovel fill <br /> 0 <br /> Top of Casing 15 <br /> with Locking Cap <br /> LEAN CLAY' 100/ fines moderate dry strength slow ddptpncy !ow <br /> tcughress moderate plasticity dark brown dry <br /> CL <br /> Neat 6 40 <br /> Cement a <br /> LEAN CLAY 100/ Fines moderate dry strength slow d0.atarcy Vow <br /> 5toughness moderate plast c ty brown dry <br /> rtvi-1 1.8 2 Sch 40 PVC 0 <br /> Il/1B Cas.ng <br /> CL <br /> 80 <br /> c SANDY CLAYS 40/ subangular very Fire to fine sand moderate dry <br /> strength no ddotancy low toughness low plastic.ty l ght brown <br /> dry <br /> lfl MWS-2 1S A D <br /> 16/i8 <br /> CL <br /> c 150 <br /> 15 MVI-3 0 C4AYEY SAND 35/ clay angular to subangular very fine to Fine <br /> 12/1.8 14 poor to occasionally fair sorting, <br /> a <br /> 20 0 Sc <br /> MWl-4 20 <br /> 14/18 <br /> a A <br /> 4 <br /> 25 0 <br /> 25 MWt_S 0 SANDY CLAY 30/ subangular very Fine sand fair sorting loose <br /> 12/i8 18 n to compact noderate dry strength, no dilatancy noderate <br /> toughness low plast city grayish geen dry <br /> CL <br /> 30C <br /> 30 MWi_c 29 c 0 CLAYEY SAND, Very fine Yo Fine subangular fair sorting tight <br /> 14/10 brawn 40/ clay dry <br /> G Sr <br /> 35 350 <br /> d <br /> SHEET 1 OF 2 <br /> DRILLING CC 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 INTERNATIONAL <br /> L❑CATI❑N SAN JOSE CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN J❑AQUIN ST, ST❑CKT❑N, CA CORPORATION <br />