Laserfiche WebLink
CONDOR EARTH' G E O L O G I`t A L L O G <br /> TECHNOLOGIES, INC, <br /> PROJECT NO.: 3572D DATE: 06/11/02 TD: 16.0 ft <br /> B-8 SURF. COND.: Asphalt ELEV: NIA ELEV. REF.: <br /> LOGGED BY: K. Freitas WELL CONSTRUCTION SPECS <br /> L' PROJECT: Heritage Square DRILL EQUIP.: Geo robe 5400 TOTAL CASING DEPTH: <br /> PLUSH: STICKUP: <br /> CLIENT: David Warwick HAMMER WT./FALL: NIA CASING DIA.: _ TYPE: <br /> L„ LOCATION: Southeast corner 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 /> L <br /> � -- a � Z j —aC? vWELL <br /> w 2i z in o 07-- Cr U) SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> LdFo ` C7 w DIAGRAM <br /> a <br /> 42 CL Asphalt <br /> LN <br /> CLAY,with silty sand and gravel,dark brown <br /> brick chunks,stiff at 3.0',organics present, <br /> FILL 3—PID=0 ppm <br /> No odor <br /> 36 <br /> 6 <br /> Layer of ash and coal No odor <br /> 1.. <br /> 45 CLAY, with gravel,l light to dark brown, PID=0 ppm <br /> moist, some brick, stiff No odor <br /> � 9 <br /> B8-10.5 PID=0 ppm <br /> I.r <br /> 12 43 CLAY,with gravel, light to dark brown, <br /> �+ moist, stiff <br /> SANDY CLAY, tense of sandy clay,medium <br /> brown, moist <br /> 15 <br /> FID=0 ppm <br /> La Boring terminated at 16.0 ft. <br /> 1... <br /> 18 <br /> 1� <br /> NOTES: PID=Photoionization detector <br /> Boring B-8 backfilled with grout. <br /> `' PG. 1 OF 1 <br />