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' CONDOR EARTH GEOLOGICAL LOG <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 3761B DATE: 10/30/03 TD: 25' <br /> MW-1 O SURF. COND.: Asphalt ELEV: 36.09 ELEV. REF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761B-Boyett Manteca _ DRILL EQUIP.: CME-75 #12 TOTAL CASING DEPTH: 25' <br /> FLUSH: Yes STICKUP; <br /> CLIENT: SC_& D Boyett HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> LOCATION: 419 S. Main St.,MantecaSLOT SZ.: .010 SAND SZ.: 2416 <br /> HAMMER TYPE: SCREEN INT.: t0-25' <br /> DRILLER: Steve; West Hazmat GW DEPTH: DAY „•_ SAND INT.: 7-25' <br /> BENT. INT.: 3-T <br /> C-57 NO.: 819548 HOLE DIA.: 10" GROUT INT.: 0-3' <br /> a z U O U WELL <br /> O LU z O n 0 z � O co SOIL DESCRIPTION REMARKS CONSTRUCTION <br />' 0 m O 0 " � J DIAGRAM <br /> o' <br /> Asphalt <br /> halt <br /> SM Hand augered from <br /> Light brown silty sand, fine to medium ` <br /> grained; dry surface to 5 feet bgs x , <br /> SP <br /> 5 Light brown sand, fine-grained;dry = -_ <br />' SM Light brown silty sand grading into sandy silt; <br /> interspersed gravels throughout;dry <br /> Z0 <br /> 15 10-15 SP bight brown sand; fine to medium grained; PID=0.9 ppm <br /> quartz, biotite, and feldspar grains; dry <br /> 20- ' PID= 1.0 ppm <br /> SC Light brown clayey sand, medium grained; <br /> CL moist <br /> Brawn sandy clay; medium grained sand; <br /> 25 10-25 moist Dry <br /> Total Depth 25' <br /> 7 bags of 2416 sand <br /> 3 bags of bentonite <br /> VlUul J�1G1.1111.a11USIJ. <br /> 30 5%bentonite <br /> 25 gallons of water <br /> 4 bags (94 lbs) Portland <br /> Cement <br /> NOTES: <br /> PG, 1 OF 1 <br />