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CONDOR EARTH G E O L O G I C L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 3596Y-02 DATE: 8/17/07 TD: 20' <br /> PZ-4 SURF. COND.: Soil ELEV: 16.03' ELEV. REF.: Survey <br /> CONDOR LOGGED BY: C.Kinf WELL CONSTRUCTION SPECS <br /> PROJECT: Chlorine Channel DRILL EQUIP.: BK-81 TOTAL CASING DEPTH: 20' <br /> FLUSH: N STICKUP: Y <br /> CLIENT: City of Stockton-MUD HAMMER WT./FALL: N/A CASING DIA.: 2" TYPE: Sch.40 PVC <br /> RWCF HAMMER TYPE: N/A <br /> SLOT SZ.: SAND SZ.: a3 <br /> LOCATION: SCREENEN INT.: 20'-I5' <br /> DRILLER: V&W Drilling,Frank/Juan GW DEPTH: 1732' SAND INT.: 20'-13' <br /> BENT. INT.: 13'40'(3/8"chips) <br /> C-57 NO.: 720904 HOLE DIA.: 8"HSA GROUT INT.: 10'-2';Native wil2'-0 <br /> r } <br /> C0 w U rn DIAGRAM <br /> WELL <br /> w2 Z p ? oQ. O SOIL DESCRIPTION REMARKS CONSTRUUCZION <br /> p �G m0 0 K � <br /> r ir <br /> 0 ML 0-4'FILL: SANDY SILT,grayish brown,dry Hand dig 0-5' <br /> to moist,approximately 30%fine sand,trace <br /> fine gravel,low plastic fines <br /> . Y <br /> SC <br /> 4'-7'CLAYEY SAND,medium brown,moist, <br /> 5 approximately 60%fine sand,soft,low plastic <br /> fines <br /> CL 7'-14'LEAN CLAY,dark brown,moist,<10% <br /> r <br /> fine sand,micaceous,low plastic fines, <br /> approximately I%fine organics <br /> 10 <br /> 14'-20'LEAN CLAY WITH SAND,medium <br /> 15 brown,moist,approximately 20%fine sand, <br /> micaceous,low plastic fines,soft,sand <br /> increases down,trace fine gravel <br /> r <br /> 20 <br /> Boring terminated at 20' <br /> 25 <br /> r <br /> r NOTES: <br /> PG. 1 OF 1 <br />