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ASSOCIATES INC. 1117 Lm Pie Ai,Sk Q MiA fdarliq 951 LOG OF WELL M W 2 PROJECT EGGIMAM PROPERTY LOCATION 1112 EAST HARDING WAY, STOCKTON. CALIFORNIA PROJECT NO. 4 ,9091 DATE DRILLED I I/ S/01 LOGGED BY JOHN SULMAM REVIEWED BY DRILLING COMPANY WOODWARD DRILLING. DRILLER TONY S&L&Z R METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER a - IN DEPTH DRILLED 54 FT DEPTH TO WATER : INITIAL _ 43.3 .. FT STATIC Ei CASING TYPE PVC DIAMETER 2 IN SCHEDULE — 40 _ INTERVAL 0 FT TO 34 FT SCREEN TYPE PVC DIAMETER 2 1N SLOT SIZE 0,010 IN INTERVAL 34 FT TO 5�Q FILTER PACK TYPE RUC LONESTAR NO, 3 INTERVAL 32 Frl TO 34 FT SURFACE SEAL TYPE INTERVAL O T TO 34 FT COMMENTS: PAGE 1 OF 2 NELL DEPTH PID SAMPLE 10 L ITHOLOGIC DESCRIPTION DETAIL FT, (PPM) BLOWCOUNT LOG O-2" ASPHALT 2 4 SANDY SILT (ML): 30% MEDIUM, POORLY GRADED SAND; 70X ML FINES; YELLOWISH RED, NO PRODUCT ODOR. NO ORGANICS. 0.7 SAO DRY, WEAK CEMENTATION, HOMOGENOUS 6 a 10 D.2 s0 ML 6/10-16.5/20' SANDY SILT (ML): 3OX FINE, POORLY GRADED SAND; 70% FINES; YELLOWISH RED, NO PRODUCT ODOR, NO ORGANICS, 12 DRY, MODERATE CEMENTATION, HOMOGENOUS WITH CALCITE VEINS —14- 0-1 17 16 � 30 1a 20 1a 0.2 10 21 OL 16.5/20-21.5/23' ORGANIC SILT (OL): 301 FINE, POORLY GRADED SAND; 70X FINES; YELLOWISH RED. NO PROOUCT 00011, ORGANICS ZI \ MOIST, WEAK CEMENTATION, HOMOGENOUS WITH CALCITE VEINS 24 \ 0.2 26 SO E CL 21.5/25-26.5/30' CLAY (CL): 1OOX FINES. LOW DILATANCY, LOW TOUGHNESS, LOW PLASTICTTY, BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST. WEAK CEMENTATION. HOMOGENOUS 28 30 MWi-�6 :ZA7 12 13 ML 26.5/30-31.5/35' INORGANIC SILT (ML): 51 FINE, POORLY GRADED SAND; 16 95% FINES; YELLOWISH RED. SLIGHT PRODUCT ODOR, 32 NO ORGANICS, MOIST. WEAK CEMENTATION, HOMOGENOUS ' 34 \ �, MW2-as s 47 13 --36— 1a r•; � :�F 21 ML 31.5/35-36.5/40' INORGANIC SILT (WL): lOOX FINES; MODERATE TOUGHNESS - BROWN, SLIGHT RODUCT ODOR, NO ORGANICS, MOIST, MODERATE CEMENTATION, HOMOGENOUS WITH CALCITE VEINS 30 40