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r SOCIATES INC. LOG OF BORING SS4 <br /> "5to,C4I(4lIH0 9 $I 82254.0001 <br /> PROJECT O'ARCY PAIS AY OCATION ENO OF Y PARKWAY LATHROP CA PROJECT NO. <br /> ATE DRILLED fn;/a8 LOGGED BY LOM REVIEWED BY JEA7�NE I�OMSEY C47410 <br /> RILLING COMPANY FISCH ENVIRONMENTAL DRILLER DAVID F1SCH METHOD DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER _ 1.5 IN DEPTH DRILLED 11 FT DEPTH TO WATER INITIAL t0 FT STATIC N/A F7 <br /> CASING TYPE NA DIAMETER Ili SCHEDULE INTERVAL FT_ TO FT <br /> FT <br /> SCREEN TYPENA DIAMETER IN SLOT SIZE _ -Jii INTERVAL FT- TO <br /> INTERVAL FTTO FT <br /> FILTER PACK TYPE NA _ - <br /> INTERVAL - 0 FT- TO 11 FT <br /> SURFACE SEAL TYPESUREACLPAGE I OF t <br /> ' COMMENTS; COLLECTED SOIL SAMPLES TO 11 FEET. COLLECTED 420 SAMPLE AT 12 FEET <br /> tlsr WELL DEPTH PID LITHOLOGIG DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> ' 0-10.4' POORLY GRADED SAND (SP): >95% FINE TO MED. POORLY <br /> GRADED NO ORGANICS; MOIST. WEAK (CEMENTATISH ON; HOMOGENEOUS <br /> NO PRODUCT OR; <br /> 2 <br /> 4 SP <br /> M 0 <br /> I 6 <br /> �s <br /> _ B <br /> 10 U <br /> 10.0-11.0' LEAN CLAY (CL); <15% FINE SAND; >85% FINES; <br /> CL NONE-SLOWDILATANCY; LOW-MODERATE TOUGHNESS; MED. <br /> _ PLASTICITY; MOIST TO WET; NO ORGANICS; WEAK CEMEMTATION; <br /> 12 HOMOGENEOUS <br /> 14 <br /> r <br /> 16 <br /> 20 <br /> k <br /> 22 <br /> i <br /> 24 <br /> 26 <br /> 28 <br /> 30 <br /> ' 32 <br /> Y 34 <br /> 36 <br /> - 38 <br /> L__L40 <br /> s, <br />