Laserfiche WebLink
F AAWASSOCIATES INC <br /> 1111 Lone Pdm hp,we Q MA*,cam%bI LOG OF BORING S B 1 3 <br /> PROJECT EGGIMAN, ANDREW do EDITH TRUSTLOCATION 1112 E9,5.L HARDING WAY. SMQKTON. CALIFORNIA PROJECT NO 54 22493 0001 <br /> DATE DRILLED 12/288/05 LOGGED BY NARK JAMISON REVIEWED BY JEANNE HOMSEY CA7410 <br /> DRILLING COMPANY WOODWARD DRILLING CO. - DRILLER METHOD HOLLOW STEM AUGER <br /> 80RE HOLE DIAMETER e'- IN DEPTH DRILLED 50 FT DEPTH TO WATER INITIAL _ 47 FT STATIC 47 FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL TO _ FL <br /> SCREEN TYPE DIAMETER IN SLOT SIZE 114 INTERVAL ET TO — FT_ <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEME4T INTERVAL 0 ET TO _ soFT. <br /> COMMENTS PAGE -L-OF-1- <br /> WELL <br /> OF_3_._WELL DEPTH PID I SAMPLELITHOLOGICI DESCRIPTION <br /> DETAIL FT PPI! BLOWCOUNT LOG <br /> 0-3" ASPHALT <br /> 2 <br /> 4 HAND CLEARED TO 5 FEET BGS NO SAMPLES COLLECTED <br /> 0 <br /> 6 <br /> 8 <br /> 10 0 t8 SP 5/10-11 5/15' POORLY GRADED SAND (SP) 90% FINE-GRAINED SAND, SOX FINES, <br /> 3 BROWN. NO ODOR, DRY, WEAK CEMENTATION <br /> 5 <br /> 12 <br /> 14 <br />. O B <br /> 1 CL <br /> 16 <br /> 2 <br /> 18 � <br /> 20 0 1 CL <br /> 2 <br /> 3 <br /> 22 <br /> 11.5/15-31 5/35' NONDRYCLAY STRENGTH,INO TOUG NESS.BROWN, NO ODOR,S, <br /> 24 NO ORGANICS, WEAK CEMENTATION <br /> O B13-251 CL <br /> 26 1 <br /> 2 <br /> 28 <br /> 30 0 1 CL <br /> 1 <br /> 2 <br /> —32- <br /> 34- <br /> 234 <br /> 0 1127 <br />. 36 2 <br /> 2 <br /> 38 SP 31 5/35--50' <br /> 40 <br />