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CONDOR EARTH GEOLOG , * AL LOG <br /> TECHNOLOGIES, IBX. <br /> PROJECT NO.: 4392 DATE: 6-10-04 TD: 15' <br /> GP-1 SURF. COND.: Concrete ELEV: ELEV. REF.: <br /> corvooR' <br /> LOGGED BY: C.Kipf WELL CONSTRUCTION SPECS <br /> PROJECT: Al Lee's Automotive Service DRILL EQUIP.: Geoprobe 5410 TOTAL CASING DEPTH: <br /> FLUSH: STICKUP: <br /> CLIENT: City of Stockton HAMMER WT./FALL: N/A CASING DIA.: TYPE: <br /> LOCATION: 20 E. Lindsay St., Stockton HAMMER TYPE: N/A SLOT SZ.: SAND SZ.: <br /> SCREEN INT.: <br /> DRILLER: Vironex-Jeff Baker GW DEPTH: N/A SAND INT.: <br /> BENT. INT.: <br /> C-57 NO.: 705927 HOLE DIA.: 2" GROUT INT.: <br /> r <br /> �-� -j 3.z w " =C7 cn WELL <br /> w 2 Oz O� p? a O U) SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p < m O w" D DIAGRAM <br /> 0 <br /> CL 0-2"Concrete <br /> 2"-4.5'SILTY CLAY,dark brown,moist,stiff, <br /> medium plastic fines,bits of organic material <br /> and rock fragments in upper 1',trace medium <br /> 48" grained sand <br /> 3- F////, <br /> PID=6.3 ppm,no odor at 3.5' <br /> 45.6 <br /> ML 4.5'-10.0'SANDY SILT,orange/brown,moist <br /> to dry,medium stiff,low plastic fines, <br /> 6 <br /> approximately 30%fine sand <br /> PID= 12.1,no odor at 7.5' <br /> 45.6 <br /> 9 <br /> CL 10.0'-13.0' SILTY CLAY,orange/brown,moist <br /> to dry,very stiff,medium to low plastic fines, <br /> trace fine sand,no odor, pods of evaporite <br /> 12 <br /> PID=34.5 ppm at 11.5' <br /> 36 <br /> ML 13.0'-15.0' SILT WITH SAND,gravel seam <br /> with fines,up to 1" angular siltstone clasts 13- <br /> 13.F,silt is orange/brown,medium stiff,moist, <br /> approximately 15%fine sand,no odor,pods of <br /> 5 evaporites <br /> PID= 16.5 ppm at 14.5' <br /> 18- <br /> N OTES: <br /> 8NOTES: PID Background=0.1 ppm. Located 18'EW, 10' Sidewalk <br /> PG. 1 OF 1 <br />