Laserfiche WebLink
AIT ASSOCIATES INC <br /> 1260 Cropfocs Once,Uodes a,Coilcma 9U I LOG OF BORING Sag <br /> . PROJECT _ FARMER PROPERTY LOCATION 610 NORTH_ HUNT_FR STREET. STQKTON_ CA PROJECT NO 52596.0001 <br /> DATE DRILLED 3-94-48 LOGGED BY TOIA,_I UTTERMAN REVIEWED BY <br /> DRILLING COMPANY VvzW 013111 INC INC_ _ DRILLER I ARR� QIRRI E _ METHOD Hai I ow STFM ALJGFR <br /> BORE HOLE DIAMETER 8 ——It L_ DEPTH DRILLED 26 5 FT DEPTH TO WATER INITIAL FT STATIC F`f <br /> CASING TYPE N/A DIAMETER N/A IN SCHEDULE N/A INTERVAL EL TO FT <br /> SCREEN TYPE NZA DIAMETER N/A IN SLOT SIZE N/A IN INTERVAL EL TO FT <br /> FILTER PACK TYPE N/A INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER 9ENTQdI_TE__ __- INTERVAL FL TO �1L <br /> COMMENTS PAGE f OF 1 <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br />' DETAIL FT PPM BLOWCOUNT LOG <br /> a—z — Asphalt <br /> z <br />' 2 —65/10 LEAN CLAY (CL) <15% FINE—MEDIUM POORLY GRADED <br /> 4 SAND >85% FINES DARK YELLOWISH BROWN NO <br /> CL PRODUCT ODOR NO DILATANCY LOW--MEDIUM TOUGHNESS <br />' 1 MEDIUM PLASTICITY MOIST WEAK CEMENTATION <br /> 6 2 s <br /> 7 <br /> 8 <br />' 10 <br /> 2 e <br /> t3 <br /> 17 <br /> 12 <br /> —14- <br /> -1 2 1e CL <br /> 27 6 5/10 0-21 5/25 0 LEAN CLAY (CL) <57. FINE POORLY GRADED SAND <br /> >95% FINES MEDIUM—HIGH DRY STRENGTH NO <br /> 18 OILANTANCY MEDIUM—HIGH TOUGHNESS NO PLASTICITY <br /> MODERATE YELLOW BROWN NO PRODUCT ODOR NO <br /> ORGANICS DRY—MOIST WEAK CEMENTATION HOMOGENOUS <br /> 20 <br /> 12 <br /> 6 <br /> 20 <br /> 24 <br /> 22 <br />' 2L /250 265 SANDY LEAN CLAY (CL) 30% FINE—MEDIUM, POOR4Y <br /> 24 EDr1 <70% FtNES OW—MEDIUM—TOUGHNESS <br /> 448 LOW—MEDIUM PLASTICITY DARK GREEN GRAY MODERATE- <br /> - CL STRONG PRODUCT" ODOR MOIST WEAK CEMENTATION <br /> 26 is <br /> 15 <br /> 28 <br />' _30- <br /> 32 <br /> 34 <br />' 36 <br /> 38 <br /> 40- <br /> 42 <br />