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' CONDOR EARTH GEOLOGICAL LOG <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 37618 DATE: 10/30/03 TD: 39' <br /> EW—' SURF. COND.: Asphalt _ ELEV: 36.23 ELEV. REF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761B -Bo ett MantecaTOTAL CASING DEPTH: 39' <br /> DRILL EQUIP.: CME-75 #12 <br /> FLUSH: Yes STICKUP: <br /> CLIENT: SC &D Bo ett HAMMER WT.IFALL: CASING DIA.: 4"SLOT SZ.: -010 SAND SZ.: 2-/16 <br /> TYPE: PVC <br /> LOCATION: 419 S. Main St., Manteca HAMMER TYPE: SCREEN INT.: 29-39' <br /> DRILLER: Steve;West Hazmat GW DEPTH: Approximately 26.5' SAND INT.: 26-39' <br /> ' C-57 NO.; 819548 BENT.INT.: 22.5-26'HOLE DIA.: 10 GROUT INT.., 0-22.5' <br /> Lu s~ C- b - Z z � v WELL <br /> O D p ? ad O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> m C0 U V DIAGRAM <br /> o' <br /> 0' As halt ML Hand angered from .` <br /> Brown silt; organics present(tree roots, etc.); surface to 5 feet bgs = <br /> dry -:: <br /> y is i' .�:;•. <br /> 5 SP Brown, cemented sand; dry <br /> CL-ML Brown clayey silt;clay lenses present; dry <br /> . • <br /> 10 !' <br /> PID=0.8 ppm00 <br /> .� <br /> 0,0 <br /> �.;. <br /> 'tiff. kk" <br /> .:. <br /> 5P Light brown sand; fine to medium grained; <br /> 15 <br /> biotite, quartz, and feldspar present; dry <br /> Moist at approximately 16 feet bgs �: 4 <br /> CL Brown silty to sandy clay; fine to medium <br /> grained; moist <br /> EW-2CBrown clay;minimal silt and sand grains; PID= 1.4 ppm <br /> moist •.: {`Y�_ <br /> Light brown sand; fine to medium grained; _ <br /> 25 = _ <br /> moist <br /> Wet at 26.5' Groundwater Level <br /> 30 M . <br /> S Light brown silty sand with clay lenses; fine t <br /> medium grained; wet <br /> NOTES: <br /> PG. 1 OF 2 <br />