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Project No: UPR82572A Client: Union Pacific Railroad Well/Boring ID:B13 <br /> 0 Logged By: Renee Ransom Location: 902-908 East Scotts Avenue Page 1 of 1 <br /> C�) Driller: Cascade Drilling,L.P. Date Drilled: 4/12/2012 Location Map <br /> Drilling Method: Hand Auger Hole Diameter: 2.75" See Site Plan <br /> a nteag ro u p Sampling Method: Hand Auger Hole Depth: 5' <br /> Casing Type: NA Well Diameter: NA <br /> Slot Size: NA Well Depth: NA <br /> Gravel Pack: NA Casing Stickup: NA <br /> Elevation Northing Easting <br /> Well <br /> Sample <br /> Completion Static v ° io v n <br /> Water M <br /> a v 3 L v LITHOLOGY/DESCRIPTION <br /> Level u° o w —�° v v a� ,° <br /> ca a a O 0 p c <br /> a <br /> Concrete Topsoil t0 6" <br /> 1 Organic Clay(OL)-Dark brown,organics,low plasticity,stiff,moist <br /> moist Lean Clay(CL)-Dark brown,organics, low to medium <br /> Ln <br /> 02 plasticity,stiff, moist <br /> Cement <br /> Grout <br /> tiA <br /> 0.4 3 <br /> c <br /> = 4 <br /> 5 <br /> 0.0 <br /> dry o 6 Silt(ML)-Red-orange with tan and dark brown mottles,5% <br /> 7 fine gravel,95%fines, low-plasticilty,dry <br /> 0.0 <br /> a 8 <br /> U <br /> N <br /> moist o 9 Lean Clay(CL)-Dark brown, medium plasticity,stiff, moist <br /> 0.0 <br /> 10 <br /> Total depth of boring= 10.0' below ground surface. <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br />