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Lj L ' _ B❑ PING N ❑ MW - 3 <br />' wLj <br /> L. f Q L3^ E L.J <br /> Z d z } ^ a v \WELL CLOSURE a U GEOLOGIST C BEAN <br /> N ❑ EDITED BY C BEAN DATE BEGAN 12/7/9j_ <br /> U ❑ SUMMARY <br /> aa d a CHECKED BY D DUNN DATE FINISHED 12/8/91 <br /> W a C3 m U a TOTAL DEPTH 60 FT GROUND SURFACE EL 10.91 <br /> DESCRIPTION <br /> D hristy 0x 6 ASPHALT <br /> CLAYModerate pinst,c,ty moderate dry strength, no dilatancy <br /> Top of Casing low toughness dark brown dry <br />' with Locking Cap <br /> CL <br /> Neat d <br /> Cement y <br /> 50 <br /> N43-1 Z SCh 40 PVC 0 SILTY CLAY Moderate pinstc ty moderate dry strength, low <br /> 12/l6 12 Casing dilatancy moderate toughness brown dry <br /> CL <br /> v <br />' 14100 <br /> 4113-2e3-2 D SANDY CLAYi Lor pia stinty moderate dry strength no dla tancy <br /> 14/19 6 low toughness 30/ very Fne grained sand hght brown dry <br /> CL <br /> d 150 <br /> 15 � SILTY SAND Fine to medium grained angular pear sorting, 30/ <br /> 16 'I <br /> 16/18 Fnes medum dense ight brown dry <br /> a <br /> 20 nva-+ <br /> 19 ly SM <br /> 14/]8 <br /> a <br /> a <br /> 4 <br /> 1 25 NV3-s <br /> 24 a T1 260 <br /> / SANDY CLAY Moderate plasticity moderate dry strength no <br /> Blatancy moderate toughness 25/ very f ne graned sond <br /> a grayish green, dry <br /> i I / <br /> CL <br />' 30 6 <br /> 19 c 16 <br /> 320 <br /> c SAND Fine to medium grained subangular fair sorting loose <br /> moist grayish hrown <br /> SW <br /> 35 i e <br />' DRILLING CO SPECTRUM EXPL❑RATI❑N SHEET 1 01" 2 <br /> DPILL METr-OD 1-10LL❑W STEM AUGER <br /> SAMPLING h-ETH❑D SPLIT SP❑JN SAMPLER SEE LEGEND FOR EXPLANATION <br /> OF SYMBOLS AND TERMS <br /> PPGJECT rl❑ 190916 <br /> -' IENT F. CINC SELL INTERNATIONAL <br /> L❑CATI❑N SAN JOSE, CA TECHNOLOGY <br />' CITE ADDPE—CS �,15 N SAN J❑AQUIN ST, ST❑CKT❑N, CA COPPORATION <br />