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�. CONDOR EARTH GEOLOGICAL L O G <br /> TECHNOLOGIES, INC, <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 WELL CONSTRUCTION SPECS <br /> +y PROJECT: CSUS Stockton Multi-Campus DRILL EQUIP.: Geoprobe 6600 DP TOTAL CASING DEPTH: NIA <br /> FLUSH: NIA STICKUP: NIA <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.: NIA <br /> SCREEN INT.: NIA <br /> DRILLER: Fisch Environmental GW DEPTH: N/A SAND INT.: NIA <br /> BENT. INT.: NIA <br /> C-57 NO.: HOLE DIA.: 1.5" GROUT INT.: NIA <br /> } <br /> -J6 � z j = C7 cq WELL <br /> LU U- g ' n p ? ¢ O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> C0 Ow <br /> L) v DIAGRAM <br /> Asphalt <br /> a. 5 <br /> 4- <br /> 10 <br /> SM SM: SILTY SAND;Moderate yellowish PID=2.4 ppm <br /> 15 brown,medium to coarse grained, dry <br /> r.. <br /> M <br /> 20 CL CL: CLAY;Moderate yellowish brown, moist PID=2.4 ppm <br /> G P7- <br /> �,. 21 <br /> CL CL: CLAY;Moderate yellowish brown,moist PID=0 ppm <br /> 25 <br /> No sample recovered <br /> �— <br /> 30- <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 />