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�I <br /> GROUND ZERO ANALYSES EOG OF BORING SB2/WELL MW2 <br /> L <br /> ROJECT NORMAL � '0' l� I <br /> LOCATION 1215 JAM SHANTER_aR..;arnr-xrON CA ..` PROJECT NO., 95-009 <br /> COMMENTS: 4 PAGE 2 OF-2— <br /> L <br /> WELL DEPTH PID SAMPLE 10 U.S.C. iDESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 37 ; <br /> 17'2 50-5" GW 1 <br /> �I I <br /> 42 41/45-.46.5/50' ELASTIC SILT; <57 FN SND; >95% FNS, N-SLW DLTNCY; <br /> L TGHNSS; M PLST; HRD; LT BRN; NPO; MST; HOMO <br /> 44 I' <br /> S-MW2-45&46' <br /> 8 iy I <br /> _ 46 6.5 13 MH <br /> J y <br /> f9 I F <br /> 46.5/50-51.5/55' ELASTIC SILT WITH SAND; 20% FNS SND; 807 FNS, N-SLW <br /> 48 DLTNCY; L-M TGHNSS; L-M PLST; HRD; CRY BRN; NPO; <br /> IVIST;I HOMO <br /> 50 <br /> 21MH II <br /> 5.8 37 ' <br /> 50-5" <br /> 52 II F <br /> 51.5/55-56.5/60POORLY GRADED SAND; >95% FN P GRDD SND; V DNS; <br /> <5%I FNS; BRN; MST; HOMO <br /> 216 <br /> 56 3.1 40 SP I <br /> 50 <br /> 56.5/60-51.5/65' ELASTIC SILT WITH SAND; 20% FN SND; 80% FNS, SLW DLTNCY; <br /> 58 L-MjTGHNSS; L PLST; HRD; CRY BRN; NPO; MST; HOMO <br /> sa 1 <br /> 17 MH <br /> 4.2 45 <br /> 50-5' <br /> } <br /> 62- <br /> - <br /> 2 ' <br /> 51.5f65-66.5/70' ELASTIC SILT; <10% FN SND; >90% FNS, SLW DLTNCY; <br /> 64 L-M�TGHNSS; L PLST; HRD; DRK CRY; NPO; MST; HOMO ! <br /> `k <br /> 11 <br /> 66 3.2 36 MH it <br /> 66.5/70x71.5/75' POORLY GRADED SAND; >95% FN P GRDD SND; DNS; <5% FNS; <br /> 68 DRK�IGRN GRY; WET; HOMO <br /> it }} <br /> — mmm70- <br /> 8t f <br /> 12 SP <br /> 25 <br /> II <br /> — 72 <br /> L — 71.5/75-81' LEAN CLAY; <5% FN SND; >95% FNS; N-SLW DLTNCY; M <br /> 74 TGHNSS L-M PLST; HRD; GRN CRY; NPO; MST; HOMO <br /> r_ = 38 ED GEO� <br /> L — 76 50-5 1 �G3 I <br /> Ca i <br /> II I <br /> CL <br /> 78— GREGORY P. <br /> STML <br /> No. 5023 � r <br /> — i <br /> 80 27 <br /> 50-5' <br /> 82 <br />