Laserfiche WebLink
CONDOR EARTHra , G E O L O C_ ``' C L O G <br /> M TECHNOLOGIES , IN % : <br /> PROJECT NO.: 596013 DATE: 5/5/11 TD: 30' <br /> u G P 1 Asphalt <br /> SURF. COND . : ELEV: ELEV. REF. : <br /> coNooa' LOGGED BY: 13. Coolc WELL CONSTRUCTION SPECS <br /> PROJECT: Records Center DRILL EQUIP. : Geoprobe 6600 TOTAL CASING DEPTH: <br /> FLUSH: STICKUP: <br /> CLIENT: San Joaquin County HAMMER WT./FALL: N/A CASING DIA.: TYPE: <br /> SLOT SZ.: SAND SZ.: <br /> LOCATION : 630N. California, Stockton, CA HAMMER TYPE: N/A SCREEN INT.: <br /> DRILLER: Fisch Drilling GW DEPTH: drY SAND INT.: <br /> BENT. INT.: <br /> C-57 NO . : 683865 HOLE DIA. : 2" GROUT INT.: <br /> H LU <br /> w � = cn WELL <br /> w LL 0 O O Z o z a p y SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p m O w " �d DIAGRAM <br /> co 0 o (7 <br /> 0 AC 0-0.3' ASPHALT PID Readings <br /> CL 0.3'-1 .0' CONCRETE <br /> 1 '-23' LEAN CLAY, reddish brown, soft, slightly <br /> moist, rolls easily to 1 /8", no dilatancy <br /> 10 <br /> GPI -12 <br /> 15 Odor at 15' <br /> GPl -16 814 ppm <br /> 558 ppm @ 19' <br /> 20 <br /> 124 ppm @ 22' <br /> SM 23'-26' SILTY SAND, orangish brown, medium <br /> GPl -24 dense, slightly moist, 60% fine sand, 40% silt, <br /> 25 gradational contact with <br /> SP 26'-30' POORLY GRADED SAND, yellowish <br /> brown, medium dense, slightly moist 227 ppm @ 27' <br /> 30 GPI -30 <br /> Boring terminated at 30' 1 ppm @ 30' <br /> NOTES : Boring backfilled with tremmied neat cement. <br /> PG . 1 OF 1 <br />