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Project No: UPR82572A Client: Union Pacific Railroad Well/Boring ID:B15 <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 /> av 3 L v LITHOLOGY/DESCRIPTION <br /> Level u° o w —�° v v a� Ln <br /> ca a a O 0 p c <br /> a <br /> Concrete Core through Concrete to 8" <br /> 1 Gravel fill to 14" <br /> dry 4.7 @ 14"-Silty sand with gravel ISM)-Brown,15%fine to coarse gravel,20% <br /> Ln <br /> 02 fines,65%fine to coarse sand,well-graded,loose,dry <br /> Grout Cement v Core through Concrete and gravel fill to 3' <br /> to i —dry 3 Lean Clay(CL)-Brown, 10%fine gravel,90%fines, medium <br /> = 4 plasticity,stiff,dry <br /> 5 <br /> 0.8 <br /> dry o 6 Silt(ML)-Yellow-brown with dark brown mottles, low <br /> 07 plasticity,dry <br /> a 8 <br /> dry 0.0 v Sandy Silt(ML)-Orange-brown with dark brown mottles,40% <br /> 0 9 very fine sand,60%fines, medium,stiff,dry <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 />