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CONDOR EARTH G E O L OYG I C L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO.: 4633 DATE: 5/9/05 TD: 12' <br /> B-4 SURF. COND.: Asphalt ELEV: ELEV. REF.: <br /> 8�4' LOGGED BY: T.Jones WELL CONSTRUCTION SPECS <br /> EQUIP : Geoprobe 5410-SF1 TOTAL CASING DEPTH: <br /> PROJECT: Soil Characterization for Parking Struc DRILL . <br /> FLUSH: STICKUP: <br /> CLIENT: St.Joseph's Medical Center HAMMER WT./FALL: N/A CASING DIA.: TYPE: <br /> LOCATION: 1517 N. California St. HAMMER TYPE: N/A SLOT SZ.: SAND SZ.: <br /> SCREEN INT.: <br /> DRILLER: Alan Turchin GW DEPTH- N/A SAND INT.: <br /> BENT. INT.: <br /> C-57 NO.: HOLE DIA.: 2" GROUT INT.: <br /> W U) of U <br /> a � z LU— _� WELL <br /> W U Q Z m 0 O z CL O ? SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> U) U W DIAGRAM <br /> 0 4633-4-4 3' CL 0-0.5'ASPHALT <br /> or <br /> 3.3'-4.0'SILTY CLAY,medium yellow to No odors <br /> reddish brown discolorations <br /> 5 4' ML SILTY TO SILTY CLAY,darker reddish <br /> brown <br /> 46334-9 4' CL 9.0'-9.6'CLAYEY SANDY SILTY MIX, <br /> reddish brown to very dark brown <br /> 10 <br /> Total depth to 12' <br /> u <br /> 15- <br /> 20- <br /> 25- <br /> 30— <br /> NOTES: <br /> 5202530NOTES: Grouted with neat cement to surface. <br /> PG. 1 OF 1 <br />