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_ r <br /> 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: 16' <br /> PZ-1 SURF. COND.: Soil ELEV: 15.28' ELEV. REF.: Survey <br /> — CONDOR LOGGED BY: C.Kipf WELL CONSTRUCTION SPECS <br /> PROJECT: Chlorine Channel DRILL EQUIP.: BK-81 TOTAL CASING DEPTH: 16' <br /> _ FLUSH: N STICKUP: Y <br /> CLIENT: City of Stockton-MUD HAMMER WT./FALL: N/A CASING DIA.: 2"-_ <br /> TYPE: Sch.40 PVC <br /> SLOT SZ.: 0.010 SAND SZ.: 112/12 <br /> LOCATION: RWCF HAMMER TYPE: N/A SCREEN INT.: 16'41' <br /> DRILLER: V&W Drilling,Frank/Juan GW DEPTH: 14.18' SAND INT.: 16'-9' <br /> BENT. INT.: 9'-6'(3/8"chips) <br /> C-57 NO.: 720904 HOLE DIA.: 8" HSA GROUT IN . 6'-2';Native soil 2'-0 <br /> _ > <br /> F a3 Z > ., = 0 to WELL <br /> w z OJ z O Z a 0 N SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p t¢ m O � " J D DIAGRAM <br /> V <br /> 0 ML 0-1'FILL: SILT WITH SAND,grayish brown Hand dig 0-5' <br /> SC moist,soft,approximately 20%fine sand, low <br /> lastic fines <br /> — 1'-3'CLAYEY SAND WITH GRAVEL, i. <br /> CL <br /> approximately 50%fine to coarse sand, <br /> approximately 10%gravel clasts 1/4"-2", <br /> 5 <br /> r <br /> brown,moist, ravel 1.5'-2' <br /> 3'-8' SANDY LEAN CLAY,dark brown, -- <br /> moist,stiff, approximately 30%fine sand, 1- <br /> ` SC 2%trace organics, low plastic fines <br /> 8'-13'CLAYEY SAND,moist,medium brown =- <br /> 10 approximately 60%fine sand, cohesive,low <br /> ` plastic fines-sand decreasing down <br /> ` ML 13'-16' SILT WITH SAND,medium brown, <br /> very damp to wet, approximately 15%fine <br /> 15 sand, cohesive, low plastic fines <br /> Boring terminated at 16' <br /> r <br /> 20-- <br /> 25-- <br /> NOTES: <br /> 025NOTES: <br /> PG. 1 OF 1 <br />