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� CONDOR EARTH <br /> TECHNOLOGIES, INC. GEOLOGICAL L O G <br /> PROJECT NO.: 376IB DATE: 10/30/03 TD: 25' <br /> MW-4R <br /> y � SURF. COND.: Asphalt ELEV: 35.21 ELEV. REF.: <br /> ' LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761D -Bo ett MantecaDRILL EQUIP.: CMB-75 #1Z TOTAL CASING DEPTH: 25' <br /> FLUSH: Yes STICKUP': <br /> CLIENT: SC &D Bo ett HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> ' LOCATION: 419 S. Main St.,MantecaHAMMER TYPE: SLOT SZ.: -010 SAND SZ.: 2416 <br /> SCREEN INT_: 10-25, <br /> DRILLER: Steve; West Hazmat GW DEPTH: Dry SAND INT.: 7-25' <br /> C-57 NO.: 819548 HOLE DIA.: 10" BENT. INT.: 3-7' <br /> GROUT INT.: 0-3' <br /> J U _U <br /> Q � � p pzzv WELL <br /> Z <br /> ' � Z o q m SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> C) <br /> M O Lav DIAGRAM <br /> 0 CL-ML As halt <br /> ' Hand angered fromLi ht brown dominantlyclayey silt with sandy <br /> inerbeds; slightly moist <br /> surface to 5 feet bgs <br /> $ S M <br /> k Brown, fine to medium grained silty sand with =_ <br /> ' sand and clay intervals; slightly moist <br /> 10 <br /> CL ML Brown, clayey silt; slightly moist <br /> Brown, silty clay; slightly moist <br /> 15 4R-75 SM <br /> Light brown, fine to medium grained silty sand PID= 1.5 ppm <br /> grading to sandy silt; thin clayey interbeds; <br /> moist <br /> 20 <br /> ' Brown, medium grained, silty sand(biotite and <br /> quartz grains present);moist <br /> CL <br /> Brown clay with minor silt component; moist Dry <br /> 25 4R-25 <br /> Total Depth 25' <br />' 7 bags of 2416 sand <br /> 3 bags of bentonite <br /> Grout specifications: <br />.r ten, ,_ <br /> J/o uciltuillic <br /> 25 gallons water <br /> 30 4 bags(94 lbs.) <br /> Portland Cement <br /> NOTES: <br /> PG. 1 OF 1 <br />