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�- CONDOR EARTH' <br /> TECHNOLOGIES, INC. l GEOLOGICAL L O G <br /> V PROJECT NO.. 3572D DATE: 06/11/02 TO: 16.0 fi <br /> B--7 SURF. COND.: Asphalt ,ELEV: N/A ELEV.-REF.: <br /> LOGGED BY: K. Freitas WELL CONSTRUCTION SPECS <br /> PROJECT: Heritage Square DRILL EQUIP..- Geo�robe 5400 TOTAL CASING DEPTH: <br /> FLUSH: STICKUP: <br /> CLIENT: David Warwick HAMMER WT./FALL: N/A CASING DIA.: TYPE.- <br /> Lo LOCATION: East side of building HAMMER TYPE.- Hydraulic SLOT SZ.: SAND Sz.: <br /> SCREEN INT.: <br /> DRILLER: Vironex GW DEPTH: DRY SAND INT.: <br /> BENT. INT.: <br /> C-57 NO.: HOLE DIA.: 2" GROUT INT.: <br /> r <br /> LU co a <br /> _j �- w cn WELL <br /> LM w LL O O 0O z a SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> M v0 0 DIAGRAM <br /> CL Asphalt <br /> LM CLAY, with silty sand and gravel, dark brown <br /> loose to stiff,brick chunks present throughout, <br /> coarse grain sand, organics <br /> 3 - PID=5.1 ppm <br /> _ No odor <br /> 1r CL CLAY,organics <br /> L <br /> PTD=2.6 ppm <br /> No odor <br /> 4 <br /> 45 <br /> CLAYEY SAND,medium brown,medium <br /> 9 - grain, moist,organics <br /> CLAY,medium brown changing to dark <br /> brown at 95,moist, organics <br /> 67-10.5 _ PID=5.7 ppm <br /> LO No odor <br /> 12 45 CLAY,dark brown,moist, stiff <br /> PID=0 ppm <br /> No odor <br /> LN <br /> 15 <br /> PID=0 ppm <br /> 67-16No odor <br /> Boring terminated at 16.0 ft. <br /> 18 <br /> Ir <br /> NOTES: PID=Photoionization detector <br /> Boring B-7 backfilled with grout. <br /> I" PG. 1 OF 1 <br />