Laserfiche WebLink
CON DOR.EARTH..v}- <br /> TECHNOLOGIES, INC. <br /> PROJECT NO 3&49E DATE 10-26-04 TD 47' <br /> MW-3R SURF COND Concrete ELEV 15 78' ELEV REF NAVD88 <br /> CANDOR LOGGED BY M K1Pf^ WELL CONSTRUCTION SPECS <br /> PROJECT Former Stockton Transit Facility DRILL EQUIP TCME-75 TOTAL CASING DEPTH 47' <br /> FLUSH Y STICKUP NIA <br /> CLIENT _Raymond Investment Corporation HAMMER WT/FALL NIA CASING DIA 2" TYPE Sch 40 <br />' LOCATION 730 E Channel St, Stockton,CA HAMMER TYPE N/A SLOT SZ 0 020 SAND SZ #i3 <br /> SCREEN INT 47'-32' <br /> DRILLER V&W Drilling-Jason GW DEPTH 36 8' SAND INT 47'-30' <br /> BENT INT 301-28' <br />' C-57 NO 720904 HOLE DIA 8" GROUT INT 28'-Surface <br /> a � Z LU z � U) WELL <br /> 11 a U SOIL DESCRIPTION REMARKS CONSTRUCTION <br />'I < Oz 0 0 z DIAGRAM <br /> LU 0 <br /> CL-CH _.0-066' CONCRETE <br />' 0 66'-5' LEAN TO FAT CLAY,dark brown <br /> with black "organic" streaks,moist, low <br /> percentage (<5%) silt and sand,flecks of red <br /> brick,medium plastic fines <br /> 40 <br /> $ CL Y-10' LEAN CLAY,brown,moist, 5-10% No odor <br /> silty sand, low plastic fines <br />' 1 10'-18' SILTY LEAN CLAY, green-gray with No odor <br /> orange/tan oxidation,moist,approximately <br /> 20%fine sands,low plastic fines,cohesive <br /> 15 No odor <br /> f 18'-27' SILTY LEAN CLAY,orange-brown, <br /> most, approximately 20%fine sands,low <br /> 20plastic fines,cohesive No odor <br /> 25 No odor <br /> 27'-30' SILTY LEAN CLAY, green-gray, <br /> moist,20%fine sand grading to approximately = - <br /> 10%fine sand, orange-brown oxidation, low -_ <br />' 3o plastic fines,cohesive,grades to No odor <br /> 30'-35' LEAN CLAY, green-gray,moist, 10% <br /> sand component,orange-brown oxidation, low <br />' __plastic fines,cohesive <br /> NOTES <br />�, PG. 1 OF 2 <br />