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ASSOCWIES ,NC. 1260 Graphics Drive,Nodesio,GdiiomkI,95351 LOG OF BORING S 8 5 PROJECT PITTS PROPERTY LOCATION 203 SOUTH LINCOLN STREET, MANTECA, CAPROJECT N0. 90554.0003 I iDATE DRILLED 10/29/97 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER DAVID FISCH ! METHOD DIRECT PUSH BORE HOLE DIAMETER i.s IN DEPTH DRILLED 24 FT DEPTH TO WATER : INITIAL �19 FT STATIC FT I t � CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT SCREEN TYPE NA DIAMETER IN SLOT SIZE ]IN INTERVAL FT TO FT FILTER PACK TYPE NA INTERVAL FT TO FT j SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 26 FT 4 I COMMENTS: PHOTO IONIZATION DETECTION (PID) METER BACKGROUND READINGS 0-3 PPM PAGE 1 OF 1 1 WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION I DETAILFT. PPM BLOWCOUNT LOG i I F 2 I 3 SM 0 0-6/9' SANDY SILT (ML): 40% FINE-MEDIUM, POORLY GRADED SAND; 60% j FINES, LOW TOUGHNESS, NO-LOW TOUGHNESS, NO-LOW PLASTICITY, 6 DARK YELLOWiI BROWW NO PRODUCT ODOR, DRY, WEAK CEMENTATION, I 4 HOMOGENOUS Ir I i i 8 10 0 SP 6/9-11/14' POORLY GRADED SAND (SP): >957 FINE-MEDIUM, POORLY GRADED SAND; <5% FINES, PALE YELLOW BROWN, NO PRODUCT ODOR, DRY, r WEAK CEMENTATION, HOMOGENOUS l � 12 I 14 PP-SB5-15.0' 0 MH 11/14-16/19' ELASTIC SILT'Il(MH): Z5% FINE, POORLY GRADED SAND; >95% FINES, 16 MEDIUM DRY iSTRENGTH, NO-SLOW DILATANCY, LOW-MEDIUM TOUGHNESS, LOW PLASTICITY, MODERATE YELLOW BROWN TO PALE YELLOW BROWN, NO PRODUCT''ODOR, DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS 18 20 0 SP-SM 16/19-21/24' POORLY GRADED SAND WITH SILT (SP-SM): 90% FINE-MEDIUM, POORLY GRADED SAND: 10% FINES, MODERATE YELLOW, NO PRODUCT ODOR, DRY, WEAK CEMENATATION, HOMOGENOUS 22 PP-SB5-25.0' 24 t SP 21/24-26' POORLY GRADED SAND (SP): >957 FINE-MEDIUM, POORLY GRADED i 0 SAND; <5% FINES, MODERATE YELLOW, NO PRODUCT ODOR, WET, 26 WEAK CEMENTATION, HOMOGENOUS 28 30 —32- 34- 36 23436 38 I. 3 . r 40 ii ' yl II. I i