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w W > B❑RTNG NO MW - 1 <br /> w m Ww <br /> � (L? a im J GEOLOGIST C BEAN <br /> z d z > WELL CLOSURE a U <br /> f m w ` 3 a SUMMARY N ❑ EDITED BY C BEAN DATE BEGAN 12/7/91 <br /> N ) Q o a a CHECKED BY D KUBIK JR DATE FINISHED 12/$/91 <br /> jai a M w U d TOTAL DEPTH 60 FT GROUND SURFACE EL ? <br /> Li w <br /> DESCRIPTION <br /> Christy Box6 ASPHALT underlain by angular gravel Fill <br /> 0 <br /> Top of Casing l5 <br /> with Locking Cop <br /> LEAN CLAY, 100/ Fines moderate dry strength slow ddatn mcy iow <br /> toughness moderate plasticity dark brown dry <br /> CL <br /> Neat <br /> Cement 4 0 <br /> LEAN CLAYi 100/ fines moderate dry strength slow ditatoncy low <br /> 5toughness moderate plasticity brown, dry <br /> Mvl-1 18 2' Sch 40 PVC 0 <br /> 11/10 Casing CL <br /> 80 <br /> SANDY CLAY. 406 subangular very fine to fine sand moderate dry <br />' Strength, no dilatancy low toughne55 tow plasticity light brown <br /> dry <br /> 10 <br /> mvl-e 19 0 <br /> 76/16 <br /> CL <br />' 150 <br /> 15 <br /> 2/l6 Lonrstar 0 CLAYEY SAND 33/ clay angular to subangular very fine to fine <br /> l4 <br /> 12/19 246 poor to occasionally fair sorttnp <br /> Sand <br /> 20 MW 1-4 0 SC <br /> 14/18 20 <br /> 25 0 <br /> 25 wvl-S p SANDY CLAY, 30/ subangular very fine sand, fair sorting, inose <br /> 12/10 10 to compact noderote dry strength, no dilatancy moderate <br /> toughness kow plant+City grayish germ, dry <br /> CL <br />' 300 <br /> 30 X1_6 CLAYEY SAND, Very fine to fine subangular fair sorting, light <br /> 14/16 29 0 brown, 40/ Clay dry <br />' SC <br /> 135 350 <br /> SHEET 1 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 INTERNATIONAL <br /> LOCATI❑N SAN .JOSE, CA TECHNOLOGY <br /> SITE ADDRESS 345 N SAN JOAQUIN ST, ST❑CKTON, CA CORPORATION <br />