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ASSOCIATES INC. <br /> 1111 In Pdm 1r,,She,Q WII,coponk 91 1 LOG OF BORING G P 2 <br /> PROJECT SUSO CORPORATION YARD LOCATION 1932 NORTH EL PINAL DRIVE. TOCKT NCALIFORNIA PROJECT NO. 17292.0004 <br /> -DATE DRILLED LOGGED BY _TDM LUTTERMAN REVIEWED BY JEANNE HDMSEY C47410 <br /> IRILLING COMPANY V&W DRILLING DRILLER TRAVIS MILLS METHOD DIRECT PUSH TECHNOLOGY <br /> "'BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING 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 VIA TREMIE METHOD _.. INTERVAL 0 FT TO 26 FT <br /> COMMENTS: 30 DEGREE ANGLE BORING. LOG MEASUREMENTS REPRESENT ADJUSTED VERTICAL DEPTH. PAGE 1 OF <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT, PPM BLOWCOUNT LOG <br /> 0-2" ASPHALT <br /> 2 <br /> 4 ML <br /> 6 <br /> 6 <br /> 2"-11/14' SILT (ML): <1DX FINE, POORLY GRADED SAND; >9OX FINES; LOW <br /> TOUGHNESS, NONE-LOW PLASTICITY, MODERATE YELLOW BROWN, NO <br /> 8 PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 10 5 <br /> 12 <br /> GP2-1 5.0 <br /> 14 <br /> g 11/14-16/19' LEAN CLAY WITH SAND (CL): 25X FINE, POORLY GRADED SAND; 75X <br /> CL FINES; LOW TOUGHNESS, LOW-MEDIUM PLASTICITY, MODERATE <br /> 16 YELLOW BROWN, NO PRODUCT ODOR, MOIST, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> 18 <br /> GP2-20.0 <br /> 16/19-21/24' POORLY GRADED SAND (SP): >90X FINE, POORLY GRADED SAND; <10X <br /> Y0 5 SP FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 22 <br /> 24 <br /> CL 21/24-26' LEAN CLAY (CL): <SX FINE, POORLY GRADED SAND; >95X FINES; <br /> 5 LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY, MODERATE <br /> YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, MOIST, WEAK <br /> 26CEMENTATION, HOMOGENOUS <br /> 28- <br /> -30 <br /> 32- <br /> -34- <br /> -36- <br /> -38- <br /> 40- <br />