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CONDOR EARTH <br /> TECHNOLOGIES, INC. G E LOGICAL L O G <br /> PROJECT NO.:- <br /> 3761B DATE: 10/30/03 TD: 25' <br /> MW-4R SURF. COND.: As halt ELEV- 35.21 ELEV. REF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761E -.Boyett Manteca DRILL EQUIP.: CME-75 #12 TOTAL CASING DEPTH: 25' <br /> CLIENT: SC&D Boyett FLUSH: Yes STICKUP: <br /> '— HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> LOCATION: 419 S.Main St. Manteca HAMMER TYPE: SLOT Sz.: .010 SAND SZ.: 2 h6 <br /> DRILLER; Steve;West Hazmat SCREEN INT.: t0-25' <br /> _ GW DEPTH: D SAND INT.: 7-25' <br /> t C-57 NO.: 819548 HOLE DIA.: 10" BENT.INT.: 3-7' <br /> GROUT INT.: 0-3' <br /> TT } <br /> �? U <br /> I" a <br /> (L d <br /> 0 1Cn <br /> r z m o o? o 0 SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> L) ujDIAGRAM <br /> t_ CL-ML As halt <br /> Light brown,dominantl cla a silt with sand Hand angered from <br /> y <br /> y y y 5 f <br /> t <br /> face o feet bgs <br /> interbeds;slightly moist sur5—SM = =_ <br /> _ -Brown,fine to medium grained silty sand with <br /> ' sand and clay intervals;slightly moist <br /> ' to'-- CL-ML <br /> Brown,clayey silt;slightly moist <br /> 1 <br /> Brown,silty clay;slightly moist <br /> 15- <br /> 4R-15 SM light brown,fine to medium grained silty sand PID= 1.5 ppm <br /> grading to sandy silt;thin clayey interbeds; <br /> moist <br /> 20 Brown,medium grained,silty sand(biotite and <br /> quartz grains present);moist <br /> CL Brown claywith minor silt component;moist D <br /> 25 Po . . t rY <br /> 4R-25 Total Depth 25' <br /> ' 7 bags of 2416 sand • <br /> 3 bags of bentonite <br /> Grout specifications: <br /> 5%bentonite <br /> 25 gallons water <br /> 30 4 bags(94 lbs.) <br /> Portland Cement <br /> NOTES: <br /> PG. 1' OF 1 <br />