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CONDOR EARTH GEOLOGICAL <br /> TECHNOLOGIES, INC. L Q G <br /> . PROJECT NO.: 3024 DATE: 12/1 1/01 TD: 61.0' <br /> GP-9 SURF. COND.! Asphalt ELEV: ELEV. REF.: <br /> LOGGED BY: L.Morse WELL CONSTRUCTION SPECS <br /> PROJECT: CSUS Stockton Multi-Campus DRILL EQUIP.: Geoprobe 6600 DP TOTAL CASING DEP rH-- NIA <br /> FLUSH: NIA STICKUP: N/A <br /> CLIENT: CSUS Stockton HAMMER WT./FALL: N/A CASING DIA.: NIA TYPE. N/A <br /> LOCATION: Intersection,Flora&Aurora Streets HAMMER TYPE: N/A SLOT SZ.: N/A SAND Sz.: N/A <br /> DRILLER. Fisch Environmental SCREEN INT.: N/A <br /> GW DEPTH: NIA SAND INT.: NIA <br /> C-57 NO.: HOLE DIA.: 1.5" BENT. INT.: N/A <br /> GROUT INT.: NIA <br /> W F� (a) <br /> � U WELL <br /> a. � LU <br /> p ? ¢ O SAIL DESCRIPTION REMARKS CONS RCTION <br /> w DIAGRAM <br /> Asphalt <br /> S <br /> 10 <br /> 15 <br /> SP SP: SAND; Grayish olive and black,medium <br /> 20 CL to coarse grained,moist PID=0 ppm <br /> CL: SANDY CLAY;Moderate yellowish <br /> brown,moist <br /> 25 CL CL:CLAY; Moderate yellowish brown,moist PID=0 ppm <br /> CL CL: SANDY CLAY;Moderate yellowish PID=4.8 ppm <br /> 30 brown and light olive gray,moist <br /> NOTES: PID=Photoionization detector DP =Direct Push ppm= Parts per million <br /> GP-9 backfilled with neat cement <br /> PG. 1 of 2 <br />