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CONDOR EARTH GEOLOGICAL LOG <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 3024 DATE: 12/11/01 TD: 61.0' <br /> GP-8 SURF. COND.: Asphalt ELEV: ELEV. REF.: <br /> 11�4 LOGGED BY: L. Morse WELL CONSTRUCTION SPECS <br /> *� PROJECT: CSUS Stockton Multi-Campus DRILL EQUIP.: Geoprobe 6600 DP TOTAL CASING DEPTH: NIA <br /> FLUSH: NIA STICKUP: N/A <br /> CLIENT: CSUS Stockton HAMMER WT./FALL: NIA CASING DIA.: NIA TYPE: NIA <br /> LOCATION: Intersection Flora& Aurora Streets HAMMER TYPE: NIA SLOT SZ.: NIA SAND SZ.; N/A <br /> w� SCREEN INT.: NIA <br /> DRILLER: Fisch Environmental GW DEPTH: NIA SAND INT.: NIA <br /> BENT. INT.: NIA <br /> C-57 NO.: HOLE DIA.: 1.5" GROUT INT.: NIA <br /> _j � Z j = CD cn WELL. <br /> _j � O z ¢ <br /> W U O O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> +W v < m 0 0 v J = DIAGRAM <br /> f <br /> Asphalt <br /> 5- <br /> 1015 10- <br /> 15 <br /> V <br /> CL CL: CLAY WITH SAND;Moderate yellowish PID=36 ppm at 21' <br /> 20 brown,moist,grayish olive at 20.5' No hydrocarbon odor at <br /> LW E 19', slight hydrocarbon <br /> odor at 21' <br /> L_ CL CL: CLAY;Light olive gray,moist PID= 14.4 ppm <br /> 25 Slight hydrocarbon <br /> GP8- odor <br /> 26 <br /> SC SC: CLAYEY SAND;Moderate yellowish PID=372 ppm <br /> ' 30 <br /> brown,fine grained,moist Strong hydrocarbon <br /> GP8- odor <br /> 31 <br /> NOTES: PID=Photoionization detector DP =Direct Push ppm= Parts per million <br /> GP-8 backfilled with neat cement <br /> �- PG. 1 OF 2 <br />