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Table 2. Conveyance channel design criteria as outlined in Item 14 Appendix Exh.7-14SP of the Colowyo PAP. <br /> Streeter South Side Ditch <br /> Peak Flow AverageSide Total Erosion <br /> Station Slope Channel Type <br /> f CFS1 ��o Slopes Depth Protection <br /> V Ditch 2' 1 H:1 V Left <br /> 0+00 to 16+50 0.04 3.0 Bottom Width 7HA V 0.5 Vegetation <br /> Right <br /> Table 3.Summary of All Liability Releases(acres) <br /> Total Phase I Phase II Phase III <br /> Disturbed Released Released Released <br /> Permitted 4,977.60 <br /> SL-O 1 226.4 176.4 <br /> SL-02 712.1 <br /> SL-03 762.1 <br /> SL-04 494.2 420.9 <br /> SL-05 979.5 <br /> SL-06 692.4 <br /> SL-07 125.2 <br /> SL-08 189.6 <br /> SL-09 65.6 <br /> SL-10 202.4 <br /> SL-11 129.6 <br /> SL-12 47.5 182.5 <br /> SL-13 103.1 <br /> SL-14 822.4 222.6 <br /> SL-15 68.7 3.7 3.7 <br /> SL-16 8.5 43.7 5.2 <br /> SL-17 0.4 0.4 0.4 <br /> SL-18 44.6 <br /> SL-19 238.2 <br /> SL-20 18.0 <br /> SL-21 13.3 <br /> SL-22 148.4 <br /> SL-23 5.5 5.5 5.5 <br /> SL-24 145.8 <br /> Totals 4,977.60 1 3,043 2,669.2 1 1,601.8 <br /> Proposed Decision and Findings of Compliance <br /> Partial Phase 1,1I and III Bond Release SL-25 Page 11 of 14 <br />