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AWASSODA1ES INC <br /> 1166 GrOl"ll 11",1111*10,CO6famla,95351 LOG OF BORING S B 2 <br /> tPROJECT THIEMANN PROPERTY LOCATION 106 WEST SECOND STREET RIPON CA PROJECT NO 62605 0001 <br /> DATE DRILLED 11/05/98 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> eC <br /> RILLING COMPANY V&W DRILLING DRILLER ROBERT VICKERY METHOD HOLLOW STEM AUGER <br /> ORE HOLE DIAMETER 8 IN DEPTH DRILLED 315FT DEPTH TO WATER INITIAL 25' FT STATIC FT <br /> ASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO _ FT <br /> 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 D FT TO _ 315 FT <br /> COMMENTS PAGE 1 -OF---L- <br /> WELL <br /> ?OF tWELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br />' 0-2" ASPHALT <br /> 2'-6" ROADBASE MATERIAL <br /> 2 <br />' 4 <br /> 19 <br /> 6 2 ,s <br /> 19 <br /> 8 <br /> ML 6 —15/16 S' SILT WITH SAND (ML) 25% FINE POORLY GRADED SAND 75% FINES, <br /> NONE—SLOW DILATANCY LOW TOUGHNESS NONE—LOW <br /> PLASTICITY MODERATE BROWN, NO PRODUCT ODOR, NO <br /> _10— ORGANICS DRY—MOIST WEAK CEMENTATION CALCITE VEINLETS AND <br /> 19 IRON OXIDE PRESENT <br /> 2 24 <br /> t2 <br /> 27 <br /> 14 <br /> 12 <br /> 16 1 15 <br /> 1s <br /> 18 <br /> SM 15/16 5-21 5/25' SILTY SAND (SM) 70% FINE, POORLY GRADED SAND, 30% FINES, <br />' 20 2 LOW TOUGHNESS, NONE—LOW PLASTICITY, MODERATE YELLOW BROWN <br /> 1 2 zNO PRODUCT ODOR NO ORGANICS WET WEAK CEMENTATION, <br /> 15 IRON OXIDE PRESENT <br /> 22 <br />' 24-- <br /> 21 <br /> 4 <br />' <br /> 26 15 s 26 <br /> 50 <br /> SP <br /> 21 5/25-31 5' POORLY GRADED SAND (SP) >907 FINE—MEDIUM POORLY GRADED <br />' 28 SAND <107 FINES, PALE YELLOW BROWN, NONE—SLIGHT PRODUCT <br /> ODOR NO ORGANICS WET WEAK CEMENTATION, HOMOGENOUS <br /> 30 TP-SB2-30 5 <br /> 30 <br /> 41 <br /> 203 42 <br /> 32 <br /> 34 , <br /> 3fi <br /> 38 <br /> 40 <br />