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• <br />rI <br />List of figures - continued <br />8/10 <br />Figure No. <br />4.5 -1 <br />Soil Conservation Service Hayland Production Estimates <br />4.5 -1a <br />Moffat County Extension Office Historic Mean <br />Production Estimate <br />4.5-2 <br />Trapper Cropland Reference Area <br />4.6 -1 <br />Letter from DOW allowing discontinuation of deer and elk <br />monitoring <br />4.7 -1 <br />Monitoring Program Termination Approval <br />4.8-1 <br />Typical Diversion Ditch Configuration for Drainage Area <br /><10 Acres <br />4.8-2 <br />Typical Sedimentation Pond Embankment Cross - Section <br />4.8-3 <br />Typical Standpipe Design <br />4.8 -4 <br />Typical Sediment Pond Design for Ponds with Standpipe <br />Spillways <br />4.8-5 <br />Plan View of typical Sedimentation Pond Embankment <br />and Spillways <br />4.8-6 <br />Principal and Emergency Spillway Front Detail <br />4.8-6a <br />Typical Spillway Configuration <br />4.8-6b <br />Typical Cross Section of Sediment Pond Spillway <br />4.8-6c <br />Typical Open - Channel Spillway Configuration <br />4.8-7 <br />Typical Dozer Basin Design <br />4.8-8 <br />Not assigned <br />4.8-9 <br />Water -Level Elevation Versus Time for Well GF1 <br />4.8-10 <br />Water -Level Elevation Versus Time for Well GF2 <br />4.8-11 <br />Water -Level Elevation Versus Time for Well GZ2 <br />4.8 -12 <br />Water -Level Elevation Versus Time for Well GA1 <br />4.8-13 <br />Water -Level Elevation Versus Time for Well GE1 <br />4.8-14 <br />Water -Level Elevation Versus Time for Well GZ3 <br />4.8-15 <br />Water -Level Elevation Versus Time for Well GD2 <br />4.8-16 <br />Water -Level Elevation Versus Time for Well GF6 <br />ii -12 <br />Page(s <br />4 -143 <br />4 -145 <br />4 -146 <br />4 -155d <br />4 -170A <br />4 -179 <br />4 -188 <br />4 -193 <br />4 -194 <br />4 -195 <br />4 -196 <br />4 -196a <br />4 -196b <br />4 -196c <br />4 -223a <br />4 -226h <br />4 -2261 <br />4 -226k <br />4 -2261 <br />4 -226m <br />4 -226n <br />4 -226p <br />4 -226q <br />w te -`C( S <br />