Laserfiche WebLink
Project No: UPR82572A Client: Union Pacific Railroad Well/Boring ID:B3 <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: 4/13/2012 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 6" <br /> 1 Sand and gravel fill to 1' <br /> Ln Silty Sand with gravel(SM)-Tan-white,20%fine to coarse <br /> 02 gravel,40%fines,40%fine to coarse sand,well-graded,dry, <br /> Cement dry 853 v odor <br /> Grout <br /> 6 3 <br /> c <br /> moist = 4 Lean Clay(CL)-Dark brown,5%fine gravel, medium plasticity, <br /> 0.3 stiff, moist <br /> 5 <br /> 6 <br /> 0.0 0 <br /> 0 <br /> dry 7 Silty Sand(SM)-Yellow-brown with brown mottles,35%fines, <br /> a8 65%fine grained sand, poorly graded,dense,dry <br /> 0.0 <br /> v <br /> 0 9 <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 />