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GROUND ZERO ANALYSIS LOG OF BORING S83/WELL MW3 <br /> ,,.PROJECT NORMAC LOCATION 5215 TAM O'SHANTER DR., STOCKTON CA PROJECT N0. 95-009 <br /> COMMENTS: PAGE_2__OF- <br /> 2-WELL DEPTH PID SAMPLE 10 U.5.C. DESCRIPTION <br /> DETAIL FT. PPM RLOWCOUNT LOG <br /> s <br /> 16 <br /> 16. 7 <br /> 42 S-MW3-40.5' <br /> _ CL <br /> 44 <br /> 9 <br /> 46 19 <br /> 46.5/50-61.5-65' POORLY GRADED SAND; 90-95% FN, PRLY GRDD SND; V DNS; <br /> 5-107 FNS; LT BRN; NPO; MST; HOMO <br /> 48 <br /> v ED G'- <br /> 50 321 <br /> 4 <br /> _ 38 GREGORY P. <br /> �.. �. 52 S'tj'P4-L <br /> No, 5023 <br /> �. 54 �rgTF EO���Q, <br /> 56 12 12 OF GALS <br /> SP <br /> 39 <br /> r... fi0 13 <br /> 32 <br /> 34fl <br /> 62 61.5/65-66.5/70' LEAN CLAY; <5% FN SND; >957. FNS; M DRY STRNGTH; <br /> _ SLW DLTNCY; L-M TGHNSS; L-M PLST; HRD; GRN GRY; NPO: <br /> MST: HOMO <br /> -64- <br /> 1 <br /> 412 <br /> '"• 66 23 CL <br /> 41 <br /> 68 <br /> y 66.5/70-71.5/75' POORLY GRADED SAND; >95% M, PRLY GRDD SND; V DNS: <br /> <5% FNS; LT BRN; NPO; WET; WEAK CEMENTATION; HOMO <br /> 70 <br /> - 5 <br /> 23 <br /> �+ 50-4" <br /> _72- 5P <br /> +.. - 74 <br /> S-MW3-75.5' <br /> 32 CL 71.5/75-75' LEAN CLAY: <5% FN SND; >95% FNS; M DRY STRNGTH: <br /> 76 50-5 1 N-SLW DLTNCY; M TGHNSS; L-M PLST; HRD; DRK GRY; <br /> NPO: MST; HOMO <br /> Y <br /> -78- <br /> -80- <br /> 82 <br /> ... 82 <br />