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' CONDOR EARTH :PRO Spines ElenientarY School PROJECT NO.: 36390 ' TECHNOLOGIES INC. CLIENT: Stockton Unified School District 209-2.;4 o51H PROJECT LOCATION: Corner of California St and Church St. CONDOR ELEVATION: FAX 209234-0538 LOCATION: Park-North Side-Near Gate DRILLER• Spcu a a *^^ LOGGED HY: K Freitas LOG OF BORING DRILLING METHOD: 8"Hollo StemAuAer DATE: 10/3/05 No, B-`Z DEPTH TO-WATER>INITIAL: R N/A AFTER DRILLING: N/A CAVING> f- N/A (l N N Lm_`m• W U L(7 d o p Z � m" J- Nu U0 Nm Decription Z 21- OE j 0U o 0 FILL 0.2.5'FILL-SANDY SILT,reddish brown,moist PP 4.0 tsf CH 2-5'-,V FILL-FAT CLAY,dark brown,moist,stiff, s-i 6 = o medium to high plasticity s m S e 30 5-6.5'FAT CLAY,dark brown,moist,stiff,medium Sz 17 FILL ko high plasticity,into FILL S-3 6° PP=4.5 tsf t o --------------------5.d .E 5.8'FILL-LEAN CLAY,dark and medium brown, 13 27 PP=4.5 tsf moist to moderately moist, mottledcrumbles when S-4 19 a GC ressed S-5 ' to ZS'-9'FILL-LEAN CLAY,dark and medium brown, m zo n SP oisL very stiff,slightly mottled,into ' S-6 16 p S-7 us 18.7 CLAYEY GRAVEL WITH SAND,reddish :::; .•. ' Ibrown,moist,medium dense,gravel fine grained- = = i � eL otmded,sand fine to medium grained,low plastic c q ' o CL-ML 10'-11.5'POORLY GRADED SAND,reddish browq' S-g r0 z4 o (moist,medium dense,sand fine and coarse- 14 redominantly time,into a ---- ----------1 'I a 13'LEAN CLAY,medium brown.approximately 13' 0 oit cuttings —1 zo 0 15'-16.5' SILTY CLAY,reddish brown,moist,very 5 ,low plastic fines(clay content varies) ,. Boring terminated at 16.5 R z n 0 II m E zs S a L 30 II Y ;5 Q Boring backfilled 1013105 with soil cuttings. II PAGE 1 of 1