Laserfiche WebLink
� ,. <br /> s <br /> C <br /> N ?g 2B <br /> ' 5290 5290 <br /> 5285 5285 <br /> 5280 5280 <br /> 5275 5275 <br /> 5270 5270 <br /> 5265 / 5265 <br /> 5260 \ 5260 <br /> { 5255 5255 <br /> 5250 5250 <br /> 5245 5245 <br /> r 5240 5240 <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 <br /> Horizontal Scale: 1"=100' Premine Topo <br /> Vertical Scale: 1"=20' PMT Surface <br /> 1. <br /> —~l <br /> I 2 ti <br /> Scale 1" = 400' <br /> Premining Topography on USGS Topo 0. <br /> 400" � <br /> (5 foot contours interpolated) <br /> B B' <br /> 5290 5290 <br /> - - ---- -- - 5285 5285 <br /> 5280 5280 <br /> 5275 5275 <br /> �}1 5270 / 5270 <br /> (\ 5265 5265 <br /> • w <br /> 5260 ' 5260 <br /> 5255 5255 <br /> 5250 5250 <br /> 5245 5245 <br /> \ 5240 5240 <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 <br /> sg 2 <br /> Horizontal Scale; 1"=100' Premine Topo --MW - ----------- <br /> Vertical Scale: 1"=20' PMT Surface <br /> S2s 'a <br /> 04 <br /> Note: Postmine contours assume a worst case analysis where 20 feet of material has been removed from the original surface. �S Y <br /> All final sideslopes are to be completed at 3H:1V or less. <br /> � , �or3 - dry <br /> Sec 34, T 11 N, R58W <br /> I 5�a� ti <br /> Legend <br /> DATE B Pine Bluffs Gravel & Excavating, Inc. <br /> � ,, 11114114 ESI 0 J' <br /> REVISED P.O. Box 609 <br /> Permit Boundary r```,��P••••�••••C�/ ,'�� DATE BY <br /> o•:•S Pine Bluffs, WY 82082 <br /> Permit No. M-2013-018 = " ' Po <br /> 32257 � <br /> vlMap F- 1 <br /> Roads <br /> Postmi lng Topography <br /> THOMAS C PETERSON Harms Pit <br /> Scale 1" = 400' Postmining contour, approximate P.E. No. 32257 <br /> 0' 400' 800' fr/l7//q- APPROVED PERMIT NO. M-2013-018 Weld County, Colorado <br /> DATE DATE BY CONTOUR <br /> Postmining Topography on Photo Base <br /> INTERVAL SCALE FILE NO. SHEET NO. <br /> N/A As Noted 1 of 1 <br /> Map F-1 Post Mining TopographyPE.dwg <br />