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� ASSOCIATES INC. <br /> r 12601,,Ics Drive,Modd,,Cafdomia,95351 <br /> L O G O F BORING S B 3 <br /> PROJECT PITTS PROPERTY LOCATION 203 SOUTH LINCOLN STREET, MANTECA, ;CAPROJECT NO. 90954.0003 <br /> DATE DRILLED 10/29/97 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY 047410 <br />,I DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER DAVID FISCH METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 24 FT DEPTH TO WATER INITIAL —19 FT STATIC FT <br /> I � CASING TYPE NA DIAMETER IN SCHEDULE ! INTERVAL FT TO FT <br /> I sss...iii SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br />{ FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 26 FT i <br /> COMMENTS: PHOTO IONIZATION DETECTION (PID) METER BACKGROUND READINGS 0-3 PPM! PAGE?OF? ; <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 1 <br /> t <br /> 2 <br /> ML <br /> 4 PP-SB3-5.0' <br /> 0-6/9' SANDY SILT I(ML): 40% FINE, POORLY GRADED SAND; 60% FINES, <br /> 9 SLOW DILATANCY, LOW-MEDIUM TOUGHNESS, NO-LOW PLASTICITY, <br /> MODERATE YELLOW BROWN, NO-SLIGHT PRODUCT ODOR, ORGANICS, <br /> 6 DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 1 <br /> p <br /> i 4 $ <br /> 10 0 SW 6/9-11/14' WELL GRADED SAND (SW): >95% FINE—COURSE, SUBANGLULAR— <br /> SUBROUNDED; WELL GRADED SAND, <5% FINES, PALE YELLOW BROWN, h <br /> f NO PRODUCT ODOR, ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 1 L12 <br /> 14 PP—SB3-15.0' <br /> \— <br /> 11/14-16/19' POORLY GRADED SAN' (SP): >95% FINE—MEDIUM, SUBANGULAR— <br />} 0. SUBROUNDED, POORLY GRADED SAND: <5% FINES, PALE YELLOW <br /> 16— <br /> SP BROWN, NO 'PRODUCT; ODOR, DRY, WEAK CEMENTATION, HOMOGENOUS <br /> In <br /> \ 16/19-20' POORLY GRADED SAND (SP): >95% MEDIUM—COURSE, SUBANGULAR- <br /> 1 18 SURROUNDED, POORLY GRADED SAND; <5% FINES, PALE YELLOW <br /> BROWN, NO ;PRODUCT; ODOR, MOIST—WET, WEAK CEMENTATION, <br /> I HOMOGENOUS <br /> SP <br /> 20 3.6 20-21/24' SILT WITH S#ND (ML),; 20% FINE, POORLY GRADED SAND; 80% FINES, i <br /> SLOW DILATANCY, LOW—MEDIUM TOUGHNESS, NO—LOW PLASTICITY, <br /> ML LIGHT OUVE I•IGRAY, NO PRODUCT ODOR, MOIST—WET, WEAK CEMENT— <br /> ATION, HOMOGENOUS ii <br /> 22 21/24-25' POORLY GRADED SAND (SP): >95% FINE-MEDIUM, POORLY GRADED <br /> SAND; <5% FINES, MODERATE YELLOW BROWN, NO PRODUCT ODOR, <br /> IWET, WEAK CEMENTATION, HOMOGENOUS, PYRITE PRESENT <br /> 24 PP-SB3-25.0' SP <br /> Ip <br /> I 0 25-26' LEAN CLAY (Ci <67. FINE, POORLY GRADED SAND; >95% FINES, ((( <br /> j, CL HIGH DRY STRENGTH,] NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM <br /> i 26 PLASTICITY, PALE YELLOW BROWN, NO PRODUCT ODOR, MOIST, WEAK <br /> CEMENTATION, HOMOGENOUS <br /> 28 <br /> i 30 <br /> I <br /> 32 <br /> j <br /> 34- <br /> 36 <br /> 4 36 - <br /> j 38 <br /> i <br /> 40 ;i I <br /> � it <br />