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<br />~ <br /> <br /> MSM CONSULTANTS, INC. <br /> Peak Discharfies (cfs) <br />Flooding Source Description lU-Yl-t -,U-YR 1 U-YR -,UU-YR <br />Evans Gulch Downstream Limit no 170 200 260 <br /> Downstream of South <br /> Evans Gulch no 170 200 260 <br /> Upstream of South <br /> Evans Gulch 70 105 120 160 <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 are rounded averages for <br />individual stream reaches from Figures 4, 8 and 13 of the <br />hydrologic addendum submitted with this letter and include your <br />modification of the flood flows for the lower portion of Evans <br />Gulch. <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 />4~ <br /> <br /> <br />Tyler D. Smart <br />Project Engineer <br /> <br />TDS/lc <br /> <br />Enclosures <br />