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<br />. <br /> <br />Figure ES1 <br />Figure ES2 <br />Figure ES-A1 <br />Figure ES- B 1 <br />Figure ES-C 1 <br />Figure ES-D1 <br /> <br />Figure 1 <br />Figure 2 <br />Figure 3 <br />Figure 4 <br />Figure 5 <br />Figure 6 <br /> <br />e <br /> <br />Figure 7 <br /> <br />Figure 8 <br />Figure 9 <br />Figure 10 <br />Figure 11 <br />Figure 12 <br />Figure 13 <br />Figure 14 <br />Figure 15 <br />Figure 16 <br /> <br />e <br /> <br />Figure Al <br />Figure A2 <br />Figure A3 <br />Figure A4 <br />Figure A5 <br />Figure A6 <br />Figure A 7 <br /> <br />LIST OF FIGURES <br /> <br />Dry Creek Basin <br />Delivery Pipeline to Terry Lake Feeder Canal <br />Option A Flood Control Features in Middle Dry Creek Basin <br />Option B Flood Control Features in Middle Dry Creek Basin <br />Option C Flood Control Features in Middle Dry Creek Basin <br />Option D Flood Control Features in Middle Dry Creek Basin <br /> <br />Dry Creek Basin <br />Lower Dry Creek Basin <br />Existing Hydrograph at Larimer and Weld Canal <br />Willox Lane, 5000 cfs Diversion <br />Profile of East Vine Diversion <br />General Plan of All Existing and Potential Flood Control Features in Middle <br />Dry Creek Basin <br />Douglass Dam Spillway Enhancement Regulating Weir - Plan, Profile, and <br />Section <br />Larimer County Canal Overflow Spillway <br />Delivery Pipeline to Terry Lake Feeder Canal <br />Existing Storage, Railroad Site <br />Existing Storage, Dairy Farm Site <br />Existing Storage, Area No.3 Site <br />Holnam No.2 Flood Control Dam <br />Typical Dam Sections <br />Typical Gate Structure <br />1990 Census Tracts <br /> <br />Option A Flood Control Features in Middle Dry Creek Basin <br />D1 Detention Site <br />D2 Detention Site <br />D3 Detention Site <br />D4 Detention Site <br />D5 Detention Site <br />No.6 Detention Site <br /> <br />Final Feasibility Study for the Dry Creek Basin <br /> <br />(V'JvJ \ <br /> <br />/ <br /> <br />3 <br />