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CONDOR EARTH G E O L O G I C L O G <br /> -� F <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 3596Y-02 DATE: 8/17/07 TD: 16' <br /> PZ-2 SURF. COND.: Soil ELEV: 15.10' ELEV. REF.: Survey <br /> ` CONDOR LOGGED BY: C.Kipf WELL CONSTRUCTION SPECS <br /> TOTAL CASING DEPTH: 16' <br /> PROJECT: Chlorine Channel DRILL EQUIP.: BK-81 FLUSH: N STICKUP: Y <br /> CLIENT: City of Stockton-MUD HAMMER WT./FALL: N/A CASING DIA.: 2" TYPE: Sch.40 PVC <br /> SLOT SZ.: 0.010 SAND SZ.: #2/12 <br /> LOCATION: RWCF HAMMER TYPE: N/A SCREEN INT.: 16-11' <br /> DRILLER: V&W Drilling,Frank/Juan GW DEPTH: 12.82' SAND INT.: 16'-9' <br /> BENT.INT.: 9'-6'(3/8"chips) <br /> C-57 NO.: 720904 HOLE DIA.: 8"HSA GROUT INT.: 6'-2;Native soil 2'-0 <br /> x w ^ cr WELL <br /> w Z O j z a p y SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> o N m O L) =� D DIAGRAM <br /> 0 ML0-3'SANDY SILT WTTH GRAVEL, Hand dig 0-5' <br /> disturbed/fill,grayish brown,dry to moist, <br /> approximately 30%fine sand,approximately <br /> 15%fine gravel,low plastic fines,gravel layer z. <br /> CL . , . 'r. <br /> a roximatel 2" at 3' . <br /> Y-8'LEAN CLAY WITH SAND,dark brown, <br /> 5 moist,approximately 15%fine sand, <br /> approximately 1%organics,low plastic fines <br /> SC 8'-12'CLAYEY SAND,medium brown,moist <br /> approximately 60%fine to coarse sand, <br /> 10 cohesive,low plastic fines,sand fines down <br /> ML 12'-16' SELT WITH SAND,medium brown, <br /> damp to wet,approximately 15%fine sand, <br /> cohesive,low plastic fines <br /> 15 <br /> Boring terminated at 16' <br /> 20-- <br /> 25-- <br /> NOTES <br /> 025NOTES <br /> PG. 1 OF 1 <br />