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AWASSOCIATES INC. <br /> 1260 MA kkd Cdfvrik 9W <br /> LOG OF BORING SB2 <br /> PROJECT SUSO CORPORATION YARD LOCATION 1932 NORTH EL PINAL DRIVE. STOCKTON CALIFORNIA PROJECT NO. 17292.0004 <br /> TATE DRILLED 02/16/99 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> RILLING COMPANY VAW DRILLING DRILLER TRAVIS MILLS METHOD DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER 1.5 IN_ DEPTH DRILLED 21 FT DEPTH TO WATER INITIAL FT STATIC FT_ <br /> CASING TYPE NA DIAMETER 1N_ SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FL <br /> FILTER PACK TYPE NA INTERVAL FT- TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT VIA TREMIE METHOD INTERVAL C FT TO 21 FT <br /> i6o COMMENTS: PAGE 1 OF? <br /> WELL DEPTH PID SAMPLE ID UTHOLOGIC DESCRIPTION <br /> DETAIL FT. (PPM) BLOWCOUNT LOG <br /> 0-2" ASPHALT <br /> V <br /> — 2 - <br /> 2'-11/14' LEAN CLAY (CL): <15X FINE. POORLY GRADED SAND; >85X FINES; <br /> La 4 CL MEDIUM-HIGH DRY STRENGTH, NONE-SLOW DILATANCY, MEDIUM <br /> TOUGHNESS, MEDIUM PLASTICITY, PALE YELLOW BROWN, NO PRODUCT <br /> 013 ODOR, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 6 <br /> V <br /> v 8 <br /> V <br /> 10 0.5 <br /> 12 <br /> rr. � <br /> CY-582-15.0 <br /> 14 11/14-16/19' SANDY LEAN CLAY (CL): 3OX FINE, POORLY GRADED SAND; 70X <br /> 0.6 CL FINES; PALE YELLOW BROWN. NO PRODUCT ODOR, MOIST, WEAK <br /> �.. CEMENTATION, HOMOGENOUS <br /> 18 <br /> !.. 18 <br /> CY-SB2-20.0 16/19-21' LEAN CLAY (CL): <15X FINE. POORLY GRADED SAND; >859 FINES; <br /> CL MEDIUM DRY STRENGTH. NO DILATANCY, MEDIUM TOUGHNESS, MEDIUM <br /> 20 0.8 PLASTICITY, PALE YELLOW BROWN, NO PRODUCT ODOR, MOIST, <br /> WEAK CEMENTATION, HOMOGENOUS <br /> It... <br /> 22 <br /> it <br /> 24 <br /> 26- <br /> 28 <br /> 1.. <br /> 30 <br /> La —32- <br /> 34 <br /> it <br /> 36 <br /> L. <br /> 38 <br /> v, 40 <br />