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_ CONDOR EARTH GEOLOGIC L O G <br /> TECHNOLOGIES, INC. <br /> _ PROJECT NO.: 5630 DATE: 4/22/10 TD: 9.43' <br /> M W 1 S SURF. COND.: Crushed Rock ELEV: 11.06 ELEV. REF.: 88 <br /> CONDOR' LOGGED BY: B. Cook WELL CONSTRUCTION SPECS <br /> PROJECT: RWCFMW DRILL EQUIP.: CME75 TOTAL CASING DEPTH: 91' <br /> FLUSH: STICKUP: 0.5' <br /> CLIENT: City of Stockton MUD HAMMER WT./FALL: N/A CASING DIA.: 4" TYPE: PVC <br /> LOCATION: Pond ISE St HAMMER TYPE: N/A SLOT SZ.: 0.010 SAND SZ.: 2/12 eq <br /> _ SCREEN INT.: 4'-9' <br /> DRILLER: Precision Drilling GW DEPTH: 4' SAND INT.: 3'-9' <br /> C-57 NO.: 636387BENT. INT.: 1'-3' <br /> HOLE DIA.: 10" GROUT INT.: 04 <br /> W N K U <br /> a � z � -- a0 U WELL <br /> W LL z J p O O O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> p h m 0 U O DIAGRAM <br /> 0 <br /> 0-0.8'CRUSHED ROCK, light green, 1/4"- <br /> ... 3/4" tt. <br /> CL 0.8'-7' SILTY SANDY CLAY,medium reddish _– <br /> brown,medium stiff, slightly moist,will barely _ _= <br /> — roll to 1/8", 60%clay, 30%silt,20%sand _= <br /> 2.5 <br /> DTW at 4' <br /> 5 <br /> 7'-9'CLAY, dark gray, medium stiff,moist,will <br /> Z5 roll easily to 1/8" <br /> Boring terminated at 9.43' <br /> to-- <br /> 15-- <br /> NOTES: <br /> 015NOTES: Grout placement observed by Frank Girardi 4/23/10 <br /> PG. 1 OF 1 <br />