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BdR.ING' N0, : MW-2
<br /> Y a^ W Z
<br /> z _j z > v WELL CLOSURE a u � GEOL❑GIST C. BEAN
<br /> ' o ix �'� H o EDITED BY C. AN DATE�BEGAN —
<br /> .a W 3 t] SUMMARY
<br /> ❑Q a CHECKED BY D. KUBIK JR. DATE;,FINISHED_12/8/91
<br /> a v m� a a TOTAL DEPTH 60 FT GROUND SURFACE EL.?
<br /> Fa Li _, i.
<br /> pESCRIPTI❑N[.
<br /> a Christy Box6' ASPHALT-
<br /> 0 CLAYS ;",Low plasticity, moderate dry strength, slaw dllatancy, low
<br /> ' Top of Casing CL toughness; moderate to dark brown, dry':
<br /> p with Locking Cap i7 2.0'
<br />{_ W CL SILTY CLAY- Lor plasticity, low dry strength, Slow dilatancy,
<br /> f moderate tau hness, dark 3A'
<br /> f 2-1 Neat 0 CLAYS"Low plasticity, nodernte dry strength, slow dilatancy,
<br /> CementCL moderate toughness, dark browN.dry.' .,, ,
<br /> i a
<br /> 5.0'
<br /> f 5NV2' 2' SCh 40 PVC 0CIAYEY SAND] Light brown, very fine to fine grained.,angular.
<br /> Casing brown:
<br /> { SC #
<br /> a 10 0
<br /> MJ2-3
<br /> L
<br /> SANDY,CLAYi Very fine to fine graved! subangutor. for to good
<br /> i. sorting, tight brown, 30k sand, dry.
<br /> CL
<br /> 1 15
<br /> 2/16 Lonestor 0 "
<br /> 16.0'
<br /> Sand
<br /> r CLAY,)'No plasticity, high dry strength�.no ddotancy, high
<br /> _ toughness,.trace fissility, thin white Laminae, brown, dry.
<br /> CL ;i' k ;�
<br /> SILTY.;SANDS Very floe to Fmt grained,'-subangular, well sorted
<br /> k
<br /> 40S Fines, light brown, dry.
<br /> _20-Nv2-3 0 -
<br /> .
<br /> i'
<br /> SM
<br /> 1 - -
<br /> 25 g
<br /> 26,0'
<br /> SANDY CLAY- Lor plasticity, moderate ;dry strength, slow -
<br /> _ dgntnncy,,moderate toughness, grayisW gren, 40% sand, dry. -
<br /> Nv2-7 0' CL
<br /> j. 29.0'
<br /> _ - CLAYEY SANDi Very fine to fine grained, subongulor, fair to
<br /> ,30 good sorting, light brown:40% Clay, dry..
<br /> NV2-0 0
<br /> SC '3
<br /> 35
<br /> SHEET 1 OF 2
<br /> DRILLING CO,: SPECTRUM EXPL❑RATI❑N
<br /> DRILL METHOD: HOLLOW STEM AUGER SEE LEGEND FOR EXPLANATI❑N.
<br /> SAMPLING4 METH❑D: 'SPLIT SPOON SAMPLER � I]E SYMBOLS AND TERMS
<br /> PROJECT NO.: 190916 s
<br /> CLIENT: PACIFIC BELL w. iNTER1aATIoNAL..
<br /> L❑CATION; SAN JOSE, CA n :, TECHNEILOGY
<br /> SITE ADDRESS: 345 N. SAN JOAQUIN ST., STOCKTON, CA '- CORPORATION
<br />
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