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1 <br /> *ROUND ZERO ANALYSIS LOG OF WELL MW-3D <br /> PROJECT AES-SHAW ROAD LOCATION 1500 SHAW ROAD, STOCKTON CALIFORNIA PROJECT NO 234 <br /> COMMENTS PAGE _�OF-3-- <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT PP>J BLOWCOLINT LOG <br /> IML <br /> 1 6 <br /> 4Z 41 5/45-56 5/60' ELASTIC SILT (MH) <57. FN SND, >95X FNS, N-SLW QLTNCY <br /> / M TGHNSS, M TO L PLST, HRD, BRN, NPO, DRY TO WET <br /> 44 / <br />' 8 <br /> 46 16 <br /> 25 <br />' 48 <br /> _ 50 9 MH <br /> 24 <br /> _ 33 <br /> 52- <br /> 54 <br /> _ 6 <br /> I 56 16 <br /> 1p <br /> 25 <br /> 56 5/60-60 3' SANDY L) SNDD, POT58 FNSR DLTNCYL GWSNPLST. HAR❑ BRNOWE <br /> 60 24 ML <br /> 50/5 60 3-75/78' SILT (ML) <57. FN SND, >95X FNS, SLW-R DLTNCY, L <br /> _ S-HW3D-fi0 5' TGHNSS, N-L PLST, STIFF, BRN TO GRY, DRY-WET <br /> 62 SLIGHT ODORS NOTED AT APPRX 66 AND 70 FT_ <br /> 64- <br /> 4 <br /> 4 ML <br /> 66 a <br /> 68 <br /> 70 S-MW30-70' <br /> CONTINUOUS CORE SAMPLING IN 5-FOOT SHOE FROM 70-85 FT <br /> 72- <br /> -74- <br /> 75/78-81- <br /> 75/78-81' POORLY GRADED SAND (SP) >95% FN-M, PRLY GRDD SND, <br /> I --76- <5% FNS, GRY, NPO, WET <br /> 2-FOOT <br /> = RECOVERY <br /> 75-$0 FT <br /> 78 <br /> SP <br /> 8 Q -M W30-80 <br /> 81-88/88 5' ELASTIC SILT (MH) <5r FN SND, >95Y. FNS. N-SLW DLTNCY, <br /> MH L-M GHNSS L PLST, V STFF-HRD, ORNG BRN TO 9RN, NPO, <br /> 82 DRY-MST <br />