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CONDOR EARTH GEOLOGIC LOG <br /> TECHNOLOGIES, INC. <br /> 1 PROJECT NO,: 3596Q DATE: 6-10-OS TD: 24' <br /> M V y-1 l SURF. COND.: Asphalt ELEV: ELEV. REF.: <br /> LOGGED BY: C.Kipf WELL CONSTRUCTION SPECS <br /> PROJECT: RWCF DRILL EQUIP.: BK-81 TOTAL CASING DEPTH: 24`� <br /> FLUSH: y STICKUP: <br /> CLIENT: City of Stockton HAMMER WT./FALL: N/A CASING DIA.: 4" TYPE: Sch.40 <br /> LOCATION: 2500 Navy Drive., Stockton SLOT SZ,: 0.010 SAND SZ.: #3 <br /> —�,.. ,., HAMMER TYPE: N/A SCREEN INT.: 24'-14' <br /> DRILLER: V&W Drilling(Frank/(3erman) GW DEPTH: Apx.20'initial/I Ymeasured SAND INT.: 24'-12' <br /> C-57 NO.: 720904 - HOLE DIA.: 10"HSA BENT.INT.: IT-10' <br /> GROUT INT.: 10'-0' <br /> r <br /> a 3j �� rD w WELL <br /> w" ¢ z in O 4? �O ? SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> O fn 0 w C9 DIAGRAM <br /> a <br /> 0 0.45'ASPHALT Hand clear 0-5' <br /> SM 0.45'-1'AGGREGATE BASE <br /> 1'-4'SILTY SAND WITH GRAVEL,non- <br /> native?,red brown,loose,moist,approximately <br /> sC 60%fine sand,approximately 15%fine gravel up <br /> g to l",approximately 25%low plastic fines <br /> Gravel component decreases down to trace at <br /> approximately 3'and fines increase to <br /> CHL7- FA <br /> iel 40% weakl cohesive <br /> EY SAND,dark brown,moist, <br /> nse,approximately 55%fine sand, <br /> CL Iastic fines micaceous root casts <br /> 10 <br /> CLAY,dark brown,moist,very stiff,ely 5%fine sand,micaceous,mediumastic fines <br /> 9'-15'SANDY LEAN CLAY,medium orange <br /> brown,moist,stiff,approximately 35%fine sand, <br /> low plastic fines <br /> 15 SC 15'-19'CLAYEY SAND,medium brawn,very <br /> moist,medium dense,approximately 55%fine <br /> sand,low plastic fines <br /> 20 ML 19'-24'SANDY SILT,greenish gray,very moist <br /> to wet,stiff,approximately 30%fine sand with <br /> trace coarse quartz sand, micaceous,low plastic <br /> fines <br /> 25 Surged well to settle sand <br /> pack,(I'drop)added to <br /> 12'.Added bentonite <br /> chips and hydrated. <br /> 30 <br /> NOTES: <br /> PG. 1 OF 1 <br />