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CONDOR EARTHO L O 01 C L O G <br /> TECHNOLOGIES, IP. G E <br /> PROJECT NO.: <br /> 5960B DATE: 5/5/11 TD: 30' <br /> GP3 SURF. COND.: Asphalt ELEV: ELEV. REF.: <br /> coNooR LOGG D BY: B. Cook WELL CONSTRUCTION SPECS <br /> Records Center DRILL EQUIP.: Geoprobe 6600 TOTAL CASING DEPTH: <br /> PROJECT: FLUSH: STICKUP: <br /> CLIENT: San Joaquin County HAM ER WT./FALL: N/A CASING DIA.: TYPE: <br /> LOCATION: 630N.California,Stockton,CA HAM ER TYPE: N/A SLOT SZ.: SAND SZ.: <br /> SCREEN INT.: <br /> DRILLER: Fisch Drilling GW DEPTH: dr SAND INT.: <br /> BENT.INT.: <br /> C-57 NO.: 683865 HOLE DIA.: 2" GROUT INT.: <br /> } v WELL <br /> x 3r w � x0 W <br /> EL g Z 0 j p 'z a- 0 y SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> wo �- N m 0 L) " DIAGRAM <br /> x <br /> AC0-0. 'ASPHALT PID Readings <br /> CL <br /> 0.31-0.8-CEMENT <br /> 0.8' 19'LEAN CLAY,reddish brown,medium <br /> stif ,slightly moist,rolls easily to 1/8" <br /> 0ppm @4' <br /> 5- <br /> 0 ppm @ 9,0ppm@9' <br /> 10 10'- 1'Color change to slightly darker <br /> GP3.11 <br /> 0ppm @12' <br /> 5 0 ppm @ 15' <br /> 0ppm @18' <br /> SM radational contact <br /> 19'-27'SILTY SAND,yellowish brown,medium <br /> 20 Lbro , <br /> htly moist,55%fine sand,45%silt <br /> 0 ppm @ 21' <br /> GP3-24 0 ppm @ 24' <br /> 25 <br /> GP3-27 SPORLY GRADED SAND,yellowish 0 ppm @ 27' <br /> ghtly moist,95% In <br /> to medium sand, <br /> 5%silt <br /> 30 Boring terminated at 30' 0 ppm @ 30' <br /> NOTES: Boring backfilled with tremmied neat cement. <br /> PG. 1 OF 1 <br />