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Woodward-Clyde Consultan'*.. Project Name:YFS-Stocker Project No.4EO4055W <br /> Well Number and Location: North of Truck Scale Elev.and Datum: <br /> Drilling Agency:Spectrum Exploration Driller.Dave Sump Date Started: 10/21/94 <br /> Date Completed: 10/21/94 <br /> Drilling Equipment: CME-55 Total Depth: 61.5 <br /> Drilling Method: Hollow Stem Auger Drill bit: 8-inch O.D. Sampler 2-inch split soon <br /> Size and Type of Casing: Water First NA Compl. 24 HRS. <br /> Level: <br /> Type of Perforation: From: ft To: ft No.of Dist. Undist. <br /> Size and Type of Pack: From: ft To: Samples 15 <br /> Seal: Bentonite Pellets ft TOO Logged by: Checked by: <br /> Grout Cement with 5%bentonite From: 0 ft To: 61.5 ft B.Loskutoff J.Kamine <br /> LITHOLOGIC DESCRIPTION LUMOL°°Y CONSTTRUCTIOON 3 o REMARKS <br /> � U <br /> 0-10'-concrete conc Hand auger to 3 feet <br /> 1 ® 101-CLAYEY SANDY GRAVEL,aggregate base,gray, GP <br /> moist,loose,angular gravels 1cmx1cmx2cm,30-35% <br /> 2 medium grained sand, 10%clay <br /> 3 ® 2.5'SILTY CLAY,very dark brown,moist,firm CL 3 to 4.5'at 1435 <br /> 3 <br /> HNu=0 <br /> 5 <br /> 4 <br /> 110TSB-2-1 <br /> 5 <br /> 6 <br /> 7 7 to 8'at 1445 <br /> 0 <br /> 7-SILTY CLAY,yellowish brown,dry,hard CL 31 HNu=2 50 TSB=0 <br /> 8 <br /> 9 <br /> 10 <br /> 11 11 to 12.5'at 1450 <br /> ® 11'SILTY SANDY CLAY,light yellowish brown,dry, CL 7 HNu=0 <br /> 12 firm to stiff,20-30%very fine to fine grained sand 12 <br /> 3 13 TSB-2-3 <br /> 13 <br /> 14 <br /> 15 5 15 to 16.5'at 1500 <br /> HNu=0 <br /> 16 ® 15.5'-CLAYEY SILT,light brown,moist,firm, 40%very fine MH 8 <br /> to fine grained sand,40%clay 4 10 TSB-2-4 <br /> 17 <br /> 18 <br /> Field Log of Boring TSB-2 Page 1 of 4 <br />