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:^ . <br />RUNOFF POND NO. 2 (MB#2) <br />GENERAL DATA <br />1. The reservoir is located in Section 9, Township 13 South, Range 90 West, 6th Prin-• <br />i cipel Meridian. <br />2. The reservoir is an offrohannel reservoir tributary to the North Fork of the Gunni•- <br />son River. <br />3. The crest of the dam is at elevation 6100.0. <br />4. The tributary drainage area is 0.086 square miles. <br />5. The site lies on anorth-facing slope. Soils in the area consist of surface loams to <br />subsurface clays or cobble. Vegetation consists mainly of scrub and range grasses. <br />6. The peak inflow from the tributary area is 169 efs. <br />7. The outlet conduit is normally closed. Runoff Pond No. 2 (MB#2) is a storm water <br />detention pond ONLY and will be dry under normal conditions. All gates are to <br />,_ remain closed for a period of 24 hours after the end of a storm event. At the end of <br />(~ this period, the pond will be drained by the underdrain system in conjunction with <br />~- the operation of the outlet gate. After draining, the gate will be closed and the <br />pond will then remain at the normal pool elevators until the next storm event. <br />Stage-Discharge Tabulation <br />For Spillway: <br />~-~ (efs) H (feet) <br />0 0 (6093.83) <br />-- 85 1 (6094.83) <br />_ 257 2 (6095.83) <br />499 3 (6096.83 <br />~_ <br />Estimated High Water Line at 6095.51 <br />f <br />~. <br /> <br /> <br />• <br />