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<br />Figure No. <br />4.4-23 Exampie of Fieid instruction Sheet forTaking <br /> Shrub Density Measurements <br />4.4-24 Example of Density Sample Transect Locations <br /> (PCO) By Production Plot Number <br />4.5-t Soil Conservation Service Hayland Production <br /> Estimates <br />4.5-t a Moffat County Extension Office Historic <br /> Mean Production Estimate <br />4.7-t Monitoring Program Termination Approval <br />4.8-t Typical Diversion Ditch Configuration for <br /> Drainage Area < 10 Acres <br />4.8-2 Typical Sedimentation Pond Embankment <br /> Cross-Section <br />4.8-3 typical Standpipe Design <br />4.8-4 typical Sediment Pond Design for Ponds <br /> with Standpipe Spillways <br />4.8-5 Plan View of typical Sedimentation Pond <br /> Embankment and spillways <br />4.8-6 Principal and Emergency Spillway Front Detail <br />4.8-7 Not Assigned <br />4.8-8 Not Assigned <br />4.8-9 Water-Level Elevation Versus Time toc Well GF1 <br />4.8-10 Water-Level Elevation Versus Time for Well GF2 <br />4.8-11 Water-Level Elevation Versus Time for Well GZ2 <br />4.8-12 Water-Level Elevation Versus Time for Well GAt <br />4.8-13 Water-Level Elevation Versus Time for Well GEt <br />4.8-14 Water-Level Elevation Versus Time for Well GZ3 <br />4.8-15 Water-Level Elevation Versus Time for Well GD2 <br />4.8-16 Water-Level Elevation Versus Time for Well GF6 <br />ii-12 <br />~~ <br />Paae <br />4-121 <br />4-122 <br />4-143 <br />4-145 <br />4-170A <br />4-179 <br />4-188 <br />4-193 <br />4-194 <br />4-195 <br />4-196 <br />4-226h <br />4-226i <br />4-226k <br />4-2261 <br />4-226m <br />4-226n <br />4-226p <br />4-226q <br />REVISED ~~~ L 1 86 <br />