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CONDOR EARTH <br /> _ TECHNOLOGIES, INC. GEOLOGICAL L O G <br /> PROJECT NO.:. 3761B DATE; 10/30/03 TD: 25' <br /> MW-4R SURE. COND.: Asphalt _ ELEV: 35.21 ELEV. REF.: <br /> LLOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761B -Bo ett 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.,Manteca__ HAMMER TYPE: SLOT SZ.: .010 SAND SZ.: 2416 <br /> SCREEN INT.: 10-25' <br /> DRILLER: Steve; West Hazmat GW DEPTH: DKy SAND INT.: 7-23' <br /> C-57 NO.: 819548 HOLE DIA.: 10" BENT,1NT.: 377' <br /> GROUT INT.: 0-3' <br /> } <br /> W u7 [r C? <br /> ti a O ? � O m SOlL DESCRIPTION WELL <br /> o p ID �- REMARKS CONSTRUCTION <br /> U uu 0 DIAGRAM <br /> Q: <br /> 0 CL-ML As halt <br /> Light brown, dominantly clayey silt with sandy Hand augered from <br /> interbeds; slightly moist surface to 5 feet bgs <br />�y 5 -_ <br /> SM .gown, fine to medium grained silty sand with = — <br /> sand and clay intervals; slightly moist <br />' 10' CL-ML <br /> Brown,clayey silt;slightly moist <br /> Brown, silty clay;slightly moist <br /> 15- <br /> 4R-15 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 /> XX <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 /> O 5%bentonite <br /> 25 gallons water <br /> 30 4 bags(94 lbs.) <br /> Portland Cement <br /> NOTES: <br /> 1 <br /> PG. I OF 1 <br />