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CONDOR EARTH GEOLOGICAL L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO 2993A DATE NIA TD 45 Oft <br /> Typical Log SURF COND Asphalt or concrete ELEV NIA ELEV REF NIA <br /> LOGGED By K Freitas WELL CONSTRUCTION SPECS <br /> PROJECT Six-Block Phase ][ DRILL EQUIP Geoprobe 6600 TOTAL CASING DEPTH <br /> FLUSH STICKUP <br /> CLIENT CityofStockton HAMMER WT/FALL NIA CASING DIA TYPE <br /> LOCATION NIA HAMMER TYPE Hydraulic SLOT SZ SAND SZ <br /> SCREEN INT <br /> DRILLER Vironex GW DEPTH NIA SAND INT <br /> BENT INT <br /> C-57 NO NIA HOLE DIA 2 0" GROUT ENT <br /> � <br /> wr s U) WELL <br /> a. z m ZD p z J SOIL DESCRIPTION REMARKS CO D AGRAMION <br /> U) U w <br /> 0 CH Concrete or asphalt from 0 0- 0 5' * Fill encountered <br /> CLAY, dark brown,dry,grading to moist, above the clay in <br /> organics,calcium carbonate stringers* borings on the block <br /> parcels Fill generally <br /> consisted of silt to <br /> 5 sandy silt, light brown, <br /> CL SILTY CLAY,medium brown, dry to moist, <br /> dry, loose <br /> 6 some organics,calcium carbonate stringers* <br /> smple <br /> *Approximately 25 logs <br /> 10 10' changed at about 13 0' <br /> smple into sandy silt,medium <br /> brown, moist <br /> 15 t5' Pushed closed sampler I5-35' <br /> smple <br /> 02530 20- <br /> 25- <br /> 30 <br /> NOTES This typical log was developed by combining data from all borings taken for the project <br /> Smple= Sample Listed in the Sample No area are the typical sample depths for the borings represented by this Typical Log <br /> PG 1 OF 2 <br />