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<br />. <br /> <br />. <br /> <br /> MSM CONSULTANTS, INC. <br /> Peak DischarBes (ds) <br />Flooding Source Description lU-YR 50-YR 1 O-YR 500- Yl{ <br />Evans Gulch Downstream Limit 110 170 200 260 <br /> Downstream of South <br /> Evans Gulch 110 170 200 260 <br /> Upstream of South 70! <br /> Evans Gulch 105 120 160 <br /> Upstream Limit 70 105 120 160 <br />Arkansas River Downstream Limit 2255 2810 3030 3525 <br /> Downstream of <br /> Box Creek 2255 2810 3030 3525 <br /> Upstream of <br /> Box Creek 2145 2675 2885 3355 <br /> Upstream Limit 2145 2675 2885 3355 <br /> <br />Please note that the previous discharges <br />individual stream reaches from Figures <br />hydrol-ogic addendum submitted with this <br />modification of the flood flows for the <br />Gulch. <br /> <br />are rounded averages for <br />4, 8 and 13 of the <br />letter and include your <br />lower portion of Evans <br /> <br />We request upon completion of your review that you give us <br />written approval of the computed flows. <br /> <br />If you have any questions or require more information, please <br />contact myself or Ed Beadenkopf of this office. <br /> <br />Sincerely, <br /> <br />MSM CONSULTANTS, INC. <br /> <br /> <br />-7~ <br /> <br />Tyler D. Smart <br />Project Engineer <br /> <br /> <br />TDS/lc <br /> <br />Enclosures <br />