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�- > <br /> of <br /> W <br /> BRING NO. MW - 3 <br /> D n (L? a "'1- WELL CLOSURE U GEOLOGIST C BEAN <br /> > c In <br /> it 3 n SUMMARY ❑ EDITED BY C BEAN DATE BEGAN 12/7/91 <br /> W > " aJ o ❑ 2 CHECKED BY D DUNN DATE FINISHED 12/8/91 <br /> W a m o TOTAL DEPTH 60 FT GROUND SURFACE EL 10.91 <br /> a ~ a❑e <br /> p DESCRIPTION <br /> ris y o 6' ASPHALT <br /> To of Cann CLAY Moderate plastc.ty moderate dry strength no d4latancy <br /> P 9 for toughness dark brown dry <br /> with Locking Cap <br /> CL <br /> Neat a <br /> Cement e <br /> So <br /> 5 <br /> Mui-t 2' Sch 40 PVC 0 SILTY CLAY- Moderate plast,c.ty moderate dry strength, low <br /> 12/18 12 Casing dilatancy moderate toughness brown, dry <br /> CL <br /> a <br /> 101D 0 <br /> RW3-2 g d 0 SANDY CLAri Low plasticity moderate dry strength no d,iatancy <br /> 14/18 Foe toughness 30/ very fine grained sand, light brown, dry <br /> CL <br /> a 150 <br /> 15 NV3_ 18 p SILTY SANDS Fine to medium grained angular poor sorting 30/ <br /> 16/18 fines medum dense I,ght brown, dry <br /> 20 NV3 <br /> 19 SM <br /> 14/18 19 <br /> A <br /> r 4 <br /> 25 wva- <br /> 2, d 11 260 <br /> SANDY CLAY, Moderate plasticity moderate dry strength, no <br /> dilatancy moderate toughness 25/ very fine grained sand <br /> o grayish green, dry <br /> CL <br /> 3U Mva <br /> 19 a l6 <br /> 320 <br /> SAND, Fine to medlum grained subangular fair sorting, loose <br /> moist, graylsh brorn <br /> sw <br /> 135 rA - <br /> SHEET I OF 2 <br /> DRILLING CO SPECTRUM EXPL❑RATI❑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 <br /> LOCATION SAN JOSE, CA INTERNATIONAL TECHNOLOGY <br /> SITE ADDRESS 345 N SAN J[JA(}UIN ST, STOCKY❑N, CA CORPORATION <br />