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BORING N❑ MW - 3 <br /> F— Q , <br /> W l., <br /> W^ E W <br /> z z A d z WELL CLOSURE Q u GEOLOGIST C BEAN <br /> a a V ❑ EDITED BY C BEAN DATE BEGAN , 12/2-L91— <br /> f as Lj .so SUMMARY <br /> _ ¢ ❑❑ A CHECKED BY D DUNN DATE FINISHED 12/8/91 <br /> CL o w o v ro I` a TOTAL DEPTH 60 FT GROUND SURFACE EL 10,91 <br /> W U <br /> `� Y iY DESCRIPTIONr.5 y Box 6 ASPHALT <br /> CLAYModerate Plast city moderate dry strength, no dilatancy <br /> Top of Casing low toughness dark brown dry <br /> w.th Locking Cap <br /> CL <br /> Ems <br /> Neat a <br /> Cement c <br /> 50 <br /> 5 NV3-I 2 Sch 40 PVC p moderate dry strength Low <br /> SILTY CLAY Moderate plasticity <br /> 12/18 12 Casing dilatancy moderete toughness brown dry <br />�dCL <br /> a <br />�fIO 0' <br /> L6 HVa-2 e� 4 SANDY CLAY. Low plant c B <br /> ty moderate dry strength no latancy <br /> 14/18 B low toughness 30/ very Fine graned sand lght brawn dry <br /> CL <br /> d ]50 <br /> 1S Myr_ 19 0 SILTY SAND Fine to medium grained angular poor sorting. 30/ <br /> 16/18 fnes medun dense Ight brown dry <br /> a <br /> 20 MV3- <br /> 19 L9 SM <br /> 14/18 <br /> Q d <br /> 25 NV3-5 <br /> 24 n 11 260 <br /> SANDY CLAY Moderate plastiGty moderate dry strength no <br /> dilatancy moderate toughness 25/ very fine gra med sand <br /> Q grayish green, dry <br /> LL <br /> 1 30 MVS-6 <br /> � 19 a 16 <br /> 32D <br /> A SAND Flne tc medur grained subangular Palr sorting loose <br /> moist grayish brown <br /> SV <br /> e <br /> 35 <br /> SHEET 1 OF 2 <br /> DRILLING CO SPECTRUM EXPLORATION <br /> DRILL METHOD HOLLOW STEM AUGER SEE LEGEND FDR EXPLANATI❑N <br /> SAMPLING METHOD SPLIT SPOON SAMPLER OF SYMBOLS AND TERMS <br /> PROJECT NO 190916 <br /> CLIENT PACIFIC BELL INTERNATIONAL <br /> L❑CATION SAN JOSE, CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN J❑AQUIN ST, ST❑C}CT❑N, CA CORPORATION <br />