Laserfiche WebLink
List of figures - continued <br />Figure No. <br />Page(s) <br />4.5-1 <br />Soil Conservation Service Hayland Production Estimates <br />4-143 <br />4.5-1a <br />Moffat County Extension Office Historic Mean Production Estimate <br />4-145 <br />4.5-2 <br />Trapper Cropland Reference Area <br />4-146 <br />4.6-1 <br />Letter from DOW allowing discontinuation of deer and elk monitoring <br />4-155d <br />4.7-1 <br />Monitoring Program Termination Approval <br />4-170A <br />4.8-1 <br />Typical Diversion Ditch Configuration for Drainage Area <10 Acres <br />4-179 <br />4.8-1a <br />Typical Drainage Stabilization Structures, Check Dams <br />4-183a <br />4.8-1 b <br />Typical Drainage Stabilization Structures, Deflector Dams <br />4-183b <br />4.8-1c <br />Minimum Number of Check Dams Using CN = 67 <br />4-183f <br />4.8-1 d <br />Minimum Number of Check Dams Using CN = 72 <br />4-183g <br />4.8-1e <br />Minimum Number of Check Dams Using CN = 78 <br />4-183h <br />4.8-1f <br />Minimum Number of Check Dams Using CN = 83 <br />4-1831 <br />4.8-1g <br />Runoff Volume for 10 Year -24 Hour Storm <br />4-183j <br />4.8-1 h <br />Annual Sediment Yield from a 10 Year -24 Hour Storm <br />4-183k <br />4.8-2 <br />Typical Sedimentation Pond Embankment Cross -Section <br />4-188 <br />4.8-3 <br />Typical Standpipe Design <br />4-193 <br />4.8-4 <br />Typical Sediment Pond Design for Ponds with Standpipe Spillways <br />4-194 <br />4.8-5 <br />Plan View of typical Sedimentation Pond Embankment and Spillways <br />4-195 <br />4.8-6 <br />Principal and Emergency Spillway Front Detail <br />4-196 <br />4.8-6a <br />Typical Spillway Configuration <br />4-196a <br />4.8-6b <br />Typical Cross Section of Sediment Pond Spillway <br />4-196b <br />4.8-6c <br />Typical Open -Channel Spillway Configuration <br />4-196c <br />4.8-7 <br />Typical Dozer Basin Design <br />4-223a <br />4.8-8 <br />Not assigned <br />4.8-9 <br />Water -Level Elevation Versus Time for Well GF1 <br />4-226h <br />4.8-10 <br />Water -Level Elevation Versus Time for Well GF2 <br />4-2261 <br />4.8-11 <br />Water -Level Elevation Versus Time for Well GZ2 <br />4-226k <br />4.8-12 <br />Water -Level Elevation Versus Time for Well GA1 <br />4-2261 <br />4.8-13 <br />Water -Level Elevation Versus Time for Well GE1 <br />4-226m <br />4.8-14 <br />Water -Level Elevation Versus Time for Well GZ3 <br />4-226n <br />4.8-15 <br />Water -Level Elevation Versus Time for Well GD2 <br />4-226p <br />4.8-16 <br />Water -Level Elevation Versus Time for Well GF6 <br />4-226q <br />ii -12 <br />c <br />Revision:' <br />A n n rn� in,tl <br />