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CONDOR EARTH GEOLOGICAL <br /> TECHNOLOGIES, INC. L Q G <br /> PROJECT NO.: 3024 DATE: 12/11/01 TD: 61.0' <br /> GP-7 SURF. COND.: Asphalt ELEV: ELEV. REF.: <br /> LOGGED BY: L. Morse fFLUSH: <br /> L CONSTRUCTION SPECS <br /> PROJECT: CSUS Stockton Multi-Campus DRILL EQUIP.: Geo robe 6600 DP L CASING DE 7TH: NIA <br /> Lo <br /> NIA STICKUP: NIACLIENT: CSUS Stockton HAMMER WT./FALL: N/A G DIA. N/A TYPE. NIP,LOCATION: Intersection, Flora&Aurora Streets HAMMER TYPE: N/A SZ.: N/A SAND SZ: N/A <br /> SCREEN INT.: N/A <br /> DRILLER: Fisch Environmental GW DEPTH: N/A SAND INT.: NIA <br /> C-57 NO.: BENT.INT.: NIA <br /> HOLE DEA.: ].5" GROUT INT.: NIA <br /> S LU u) W r U <br /> CL U- 2 O O > Z a � U WELL <br /> v ¢ z m O O D SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> L. U W L7 DIAGRAM <br /> Asphalt <br /> La 5 <br /> LW <br /> �a <br /> 4 <br /> V <br /> SM SM: SILTY SAND; Moderate yellowish PID=2.4 ppm <br /> 15 brown,medium to coarse grained, dry <br /> a. <br /> 20 CL CL: CLAY;Moderate yellowish brown,moist PID-2.4 ppm <br /> GP7- <br /> 21 <br /> 25 CL CL: CLAY;Moderate yellowish brown,moist PID=0 ppm <br /> i.. <br /> No sample recovered <br /> i. <br /> 130 <br /> wr <br /> ` NOTES: PID=Photoionization detector DP =Direct Push ppm = Parts per million <br /> GP-7 backfilled with neat cement <br /> �. PG. 1 OF 2 <br />