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W> BEIRING N ❑ MW - 3 <br /> W m a <br /> WnZ E L1" a u n J GE❑L❑GIST C BEAN <br /> ? a z } WELL CLOSURE n U eL <br /> N a EDITED BY C BEAN DATE BEGAN �L— <br /> = a m w 3 o SUMMARY o a CHECKED BY D KUHIK JR DATE FINISHED 12/8/91 <br /> > <br /> ta j <br /> W a d TOTAL DEPTH 60 F7 GROUND SURFACE EL ? <br /> W a o m m <br /> DESCRIPTI❑N <br /> PI D <br /> res y Box 6 ASPHALT <br /> CLAY Moderate plas%,clty moderate dry strength, no dilatancy <br /> Top of Casing low toughness dark brown dry <br /> eith Lock.nq Cap <br /> CL <br /> Fir <br /> Neat <br /> Cement <br /> 50 <br /> S NW3-1 2 Sch 40 PVCSILTY CLAY, Moderate plast,clty moderate dry strength, Low <br /> 12/te t2 Casing 0 dilatancy moderate toughness brown, dry <br /> CL <br /> i <br /> 100 <br /> 10 nv3-2 0 SANDY CLAY. Low Plast city moderate dry strength no dlatancy <br /> ]4/la 9 low toughness 30/ very Fne gr&, ird sand L,ght brown dry <br /> SC <br /> ]5-0 <br /> 15Mv3_ San LonestaSILTY SAND- Fine to nedlun grained angular poor sorting 30/ <br /> 16/18 18 r 0 Fuses ned.0n dense light brown, dry <br /> Sand <br /> 20 MV3-4 19 19 SM <br /> l4/18 <br /> 25 Av3- <br /> 24 it 260 <br /> SANDY CLAY Moderate plasticity moderate dry Strength no <br /> cmatancy naderate toughness 25/ very fne grained sand <br /> grayish green, dry <br /> CL <br /> 3D MV3-6 <br /> 19 16 <br /> 3210 <br /> SAND+ Fine to nedlun grained suaanguiar fair sorting, loose <br /> Moist grayish brown <br /> SW <br /> 35 <br /> SHEET t OF 2 <br /> DRILLING C13SPECTRUM EXPL❑RATION <br /> DRILL METHOD HOLLOW STEM AUGER SEE LEGEND FOR EXPLANATI❑N <br /> SAMPLING METHOD SPLIT SPOON SAMPLER OF SYMBOLS AND TERMS <br /> PROJECT NO 190916 <br /> CLIENT PACIFIC BELL INTERNATIONAL <br /> LOCATI❑N SAN JOSE CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN JCAQUIN ST, STOCKT❑N, CA CORPORATION <br />