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ASSOCIATES INC. LOG OF WELL MW2 <br /> 1117 Ln P*n Ar,sh R W*�4 ul <br /> PROJECT EGGIMAN PROPERTY LOCATION 1112 EAST 14ARDING WAY, STOCKTON, CALIFORNIA PROJECT NO. 54-92054,0001 <br /> DATE DRILLED 11/13/01 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HOMSEY 04741,0 <br /> DRILLING COMPANY WOODWARD DRILLING DRILLER TONY CLL AZAR METHOD HOLLOW STEN AUGER <br /> BORE HOLE DIAMETER I_ IN DEPTH DRILLED 54 FT DEPTH TO WATER : INITIAL 0.3 FT STATIC FT <br /> CASING TYPE RXG DIAMETER 2 IN SCHEDULE 40 INTERVAL O FT TO 34 El <br /> SCREEN TYPE „M DIAMETER 2 IN SLOT SIZE --QJUR--IEL. INTERVAL _ 34 FT TO 54 FT <br /> FILTER PACK TYPE RMC LONESTAR NO. 3INTERVAL 32 FT TO 34- FT <br /> ' SURFACE SEAL TYPE NEAT CEMENT OVER TWO FEET OF HENTONUE INTERVAL O FT TO — 34 FT <br /> COMMENTS:—PID BACKGROUND--CONCENTRATIONS APPROXIMATELY 0.2 PPM PAGE I OF 2 <br /> NEIL DEPTH PIDSAMPLE 10 GIC <br /> LTTHOLODESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOC <br /> 0-2' ASPHALT <br /> 2- <br /> 4 — <br /> SANDY <br /> 4SANDY SILT ML): 30% MEDIUM, POORLY GRADED SAND; 70% <br /> ML FINES; YELLOWISH RED, NO PRODUCT ODOR. NO ORGANICS, <br /> ' 0,7 30 DRY. WEAK CEMENTATION, HOMOGENOUS <br /> 6so— <br /> 10— <br /> 1D 0.2 50 <br /> ML 6/10-16.5/20' SANDY SILT (ML): 3OX FINE, POORLY GRADED SAND. 70% FINES. <br /> YELLOWISH RED. NO PRODUCT ODOR, NO ORGANICS, <br /> 12 DRY, MODERATE CEMENTATION, HOMOGENOUS WITH CALCITE VEINS <br /> 14- <br /> 0.2 17 <br /> 16 22 <br /> 30 <br /> 18 <br /> 20 16 <br /> O.2 <br /> � <br /> � OL 16.5/20-21.5/25' ORGANIC SILT (OL): 3OX FINE, POORLY GRADED SAND; 70% <br /> FINES; YELLOWISH RED, NO PRODUCT ODOR, ORGANICS <br /> 22 MOIST, WEAK CEMENTATION. HOMOGENOUS WITH CALCITE VEINS <br /> 24 \ <br /> ' 0.2 <br /> 26 28 <br /> � <br /> CL 21.5/25-26.5/30' CLAY (CL): 100% FINES; LOW DILATANCY. LOW <br /> TOUGHNESS. LOW PLASTICITY, BROWN, NO PRODUCT ODOR, <br /> NO ORGANICS, MOIST. WEAK CEMENTATION. HOMOGENOUS <br /> ' 26 <br /> 3D <br /> WW2-30A <br /> 247 12 <br /> ' 1S ML 26.5/30-31.5/35' INORGANIC SILT (ML): 5X FINE. POORLY GRADED SAND: <br /> le 95X FINES; YELLOWISH RED, SLIGHT PRODUCT ODOR. <br /> 32 NO ORGANICS, MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> 3` \ <br /> MW2-36.8 <br /> • ; 47 13 <br /> Y 36 16 <br /> 11 ML 31.5/35-36.5/40' INORGANIC SILT (ML): 100% FINES; MODERATE TOUGHNESS <br /> ' BROWN, SLIGHT PRODUCT ODOR, NO ORGANICS, MOIST. <br /> MODERATE CEMENTATION, HOMOGENOUS WITH CALCITE VEINS <br /> 38 <br /> L. <br /> 1 \7 4D <br />