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Figure 4-2. Hydraulic Grade Line and Energy Grade Line Corresponding to a Defined Flow of 357 Sprn (8 -inch pipe) <br />... —1.1-1— ............................... .............. ............... — .......... ...... I ........ — ......... I ...... I ....... — ............ I .... I ...... 4-5 <br />Figure 4-3, Hydraulic Grade Line and Energy Grade Line Corresponding to Upstream Reservoir Level of 6753.75 <br />feet(8 -inch pipe) ........................ ...... ........ ...... ............ ...... ................. --- .................. <br />Figure 4-4. Agri -Drain Desicription and Component Details---- ...... ...... ........ — .............. .......................... <br />Figure 4 -5. Hydraulic Profile, Cell I Basin and Agri' -Drain Water Control Structure ..................................................A-6 <br />Figure 4 -6. Influent Cascade Profile i rrto Cell I ........................................................................................ <br />Figure 4-7. Rip Rap Lined Spillway <br />Tables <br />Table 1-1. Climate Data Summary for Steamboat Springs, Colorado ...... ...... ...... ...... ...... .......... ...... -A-3 <br />Table 2-1, Basis of Design, Foidel Creek Passive Treatment sy5tem........................................................................... 2-1 <br />Table 2-2- Basin Concentration Reduction Perk mance for the 357 gpm Design Dewatering Rate - - - - —2-2, <br />Table 2-3. Wetland Performance Comparison for Min/Max Design Dewatering Rates ............................................2-2 <br />Table 3-1: Geoti?c hn"I Laboratory Soil Testing Results .................. .......................................................................... 3-2 <br />Table 3-2, Computed Factors of Safety of 3H: ..................... ................................... 3-4 <br />Table 4-1: Preliminary Wetland Configuration . ...... .......... ...... ...... ....... .......... ---.A-1 <br />Table 4-2: Velocities and Head ...... --,— ....... .......... -- ........ -- ............... ........... -- .................. 4-4 <br />