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CONDOR EARTH G E O L O G '** AL L O G <br /> TECHNOLOGIES, I C. <br /> PROJECT NO.: 4392 DATE: 6-10-04 TD: 15' <br /> GP-5 SURF. COND.: Gravel ELEV: ELEV. REF.: <br /> coNnoRLOGGED 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 /> Z j" =C7 cn WELL <br /> W g Oz D O Z a O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p � m O W" -' DIAGRAM <br /> tr <br /> 0 "raw 0-5" GRAVEL BASE <br /> 43.200 CL 5"-5'LEAN CLAY,dark brown,moist,low to <br /> medium plastic fines,stiff to very stiff,trace <br /> fine sand <br /> 3- <br /> 48 PID=0.1,no odor at 4.5' <br /> ML 5.0'-8.0' SILT WITH SAND,orange,dry to <br /> 6 slightly moist,stiff,approximately 20%fine <br /> sand,low plastic fines <br /> PID= 1.6, no odor at 7.5' <br /> 48 8.0'-9.5' SILT WITH SAND,orange,dry to <br /> slightly moist,stiff,approximately 20%fine <br /> 9 sand,low plastic fines,few fragments of gravel <br /> CL -\up to 1/2",grades into <br /> 9.5'-12.0' SILTY LEAN CLAY,medium <br /> brown,slightly moist,stiff, low plastic fines, <br /> light gray evaporite seams <br /> PID=0.1,no odor at 11.5' <br /> 12 4.8 12.0'-15.0' Stuck tube lost most of sample <br /> trying to get tube out of rods. <br /> LEAN CLAY WITH SAND,medium brown to <br /> orange/brown with light gray/brown evaporite? <br /> seams,moist,stiff,low plastic fines <br /> PID=0.1,no odor at 14.5' <br /> 15 <br /> 18 <br /> NOTES: PID Background=0.1 ppm. Located 20'S. of Rear Door,6'from West Wall <br /> PG. 1 OF 1 <br />