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' AI ASSOCIATES INC LOG OF BORING S811 <br /> 1117 Lala Pdmm Ave,Swie Q Modesto,Ca uffi,95351 <br /> PROJECT DIAMOND WALNUT GROWERS LOCATION 1050 SOUTH DIAMOND STREET, STOCKIQU,.,CA PROJECT NO 54 62583 0001 <br />' DATE DRILLED 1o1i,3/o4 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> IWKILLING COMPANY WDDQWARD_DRILLING COMPANY DRILLER DAVID VAN STEYN METHOD HOLLOW STEM AUGER <br /> RE HOLE DIAMETER 8 IN DEPTH DRILLED 39.5 FT DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO __________ El <br />' SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO E <br /> FILTER PACK TYPE NA INTERVAL FT TO EL <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL FT TO - FT <br />' COMMENTS PAGE 1 OF_L WELL DEPTH PID AAI ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0 - 2" ASPHALT <br />' 2 <br />' 4 <br /> 6 <br /> 1 g <br /> f0 <br />' 12 <br /> 14 <br /> CL SANDY CLAY (CL) 10%' FINE GRAINED SAND, 90% FINES, <br /> 16— MEDIUM TOUGHNESS, LOW PLASTICITY STIFF, BROWN <br /> COLOR, NO ORDER ORGANICS, MOIST, WEAK <br /> CEMENTATION <br />' 18 <br /> —20- <br /> 22 <br /> 022 <br />' z4 <br />' 26 <br /> SANDY CLAY (CL) 10% FINE GRAINED SAND, 90% FINES, <br /> CL MEDIUM TOUGHNESS LOW PLASTICITY STIFF, BROWN <br /> 28 COLOR, NO ORDER, NO ORGANICS, MOIST, WEAK <br />' CEMENTATION <br /> _30- <br /> 32- <br /> -34- <br /> 36— <br /> SANDY <br /> D323436SANDY CLAY (CL) 10% FINE GRAINED SAND, 90% FINES, <br /> 38 CL MEDIUM TOUGHNESS, LOW PLASTICITY, MEDIUM <br /> STIFF–STIFF, BROWN COLOR, NO ORDER, NO ORGANICS, <br /> MOIST, WEAK CEMENTATION <br /> 40— L <br />