Laserfiche WebLink
' AWASSOCIATES INC LOG OF BORING SB10 <br /> 1117 tale Plot Are.,She B YDdedo,Cab mg 95351 <br /> PROJECT DIAMOND WALNUT GROWERS LOCATION 1050 SOUTH DIAMOND STREET, ST TON. CA PROJECT NO 54 62583 0001 <br /> DATE DRILLED 10/13104 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HOM5EY C47410 <br /> RILLING 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 /> ASING TYPE NA DIAMETER III 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 _____^___EL <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL FT TO FT_ <br />' COMMENTS WELL DEPTHNLED BORING PID ATSAMPLE D LITHOLOGIC#o VERTICAL SAMPLE.DEPTHS.ARE VERTICAL DEPTHS PAGE I OF� <br /> DETAIL Fl PPM BLOWCOUHT LOG DESCRIPTION <br /> 0 - 2" ASPHALT <br />' 2 <br />' 4 <br /> 6 <br />' 8 <br />' i0 <br /> 12 <br /> 14 <br /> CL SANDY CLAY (CL) 10% FINE GRAINED SAND, 90% FINES, <br /> -16- MEDIUM TOUGHNESS, LOW PLASTICITY STIFF, BROWN TO <br /> LIGHT BROWN COLOR, NO ORDER ORGANICS, MOIST, <br /> WEAK CEMENTATION <br />' 18 <br />' 20 <br /> 22 <br />' 24 <br /> SANDY CLAY (CL) 10% FINE GRAINED SAND, 90% FINES, <br /> CL MEDIUM TOUGHNESS, LOW PLASTICITY STIFF, BROWN <br />' 26 COLOR, NO ORDER, NO ORGANICS, MOIST, WEAK <br /> CEMENTATION <br /> 28 <br />' 30 <br />' 32 <br /> 34 <br /> SANDY CLAY (CL) 10% FINE GRAINED SAND 90% FINES, <br /> CL MEDIUM TOUGHNESS, LOW PLASTICITY, MEDIUM <br /> } 36 STEFF-STIFF, REDDISH BROWN COLOR NO ORDER <br /> ORGANICS, MOIST, WEAK CEMENTATION <br /> --38- <br /> --40-1 <br /> 840 <br />