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CONDOR°EARTH _ - <br /> TECH _ -G-E--&L 4- G-�--C-A-L- - - L-=Q G� <br /> NOLOGIES, ING. <br /> PROJECT NO 38490 DATE 5-5-04 TD 40' <br /> II SB—' SURF COND Gravel ELEV 15 ft ELEV REF Two o <br /> COEVD6R <br /> LOGGED BY C Kipf WELL CONSTRUCTION SPECS <br /> PROJECT Former Transit Facility DRILL EQUIP 9630 Pro-D Direct Push TOTAL CASING DEPTH <br /> FLUSH STICKUP <br /> CLIENT Raymond Investment Co HAMMER WT/FALL NIA CASING DIA TYPE <br /> SZ <br /> LOCATION 730E Channel St HAMMER TYPE NIA SLOT SCREEN <br /> SAND SZ <br /> N INT <br /> DRILLER ResonantSonic lnfl GW DEPTH approximately 38' SAND INT <br /> BENT INT <br /> C-57 NO 802334 HOLE DIA 2 125" GROUT INT <br /> Li <br /> �� � Uj r C cn WELL <br /> w ¢ m o p ? O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> U w DIAGRAM <br /> a <br /> 0 CH 0-6'LEAN TO FAT CLAY,dark brown,moist <br /> stiff to hard,medium to high plasticity,no odor <br /> 1 <br /> 22" <br /> 3 <br /> PID-01 <br /> 41,. <br /> s <br /> CL 6-9' SILTY SANDY CLAY,red orange- <br /> brown,moist to dry,stiff, low plastic fines, <br /> approximately 25%-30%fine to medium sand, <br /> no odor PID=0 3 <br /> 48" <br /> 9 9'-12' SILTY CLAY WITH SAND,medium <br /> orangelbrown,approximately 10-15%fine <br /> sand,moist,medium stiff,low to medium <br />' plastic fines,no odor <br /> PID=02 <br /> 12 48" IT-16' SILTY CLAY,medium brown,moist, <br /> medium stiff, approximately 10%fine to coarse <br /> sand, low plastic fines, no odor <br /> 15— <br /> PID 0 1 <br /> 5PID=01 <br /> 48" SM 16'-17' SILTY SAND, orange-brown,moist, <br /> soft to medium stiff,approximately 40%low <br /> CL plastic fines, sand approximately 60%,fine to <br />' 18 medium -predominantly fine grades into <br /> 17'-20' SILTY CLAY WITH SAND, orange <br /> brown,moist,medium stiff, low plastic fines, <br /> approximately 15%fine sand,no odor PID=0 4 <br /> NOTES PID Background 0 1 ppm <br />�� _ PG 1 OF 2 <br />