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REGULAR MEETING OF THE ORONO COUNCIL, MARCH 8 , 1982 PAGE -6- <br /> . <br /> The low point of the old Gray' s Bay Dam is 928 . 6 . GRAY ' S BAY DAM CON' T. <br /> That low point was a very small notch at the end <br /> of the Dam. The average height of the Dam was <br /> actually 929 . 0 . When the new structure was built <br /> as a fixed crest structure, the top of the <br /> Dam is now 930 . 0 feet. When the water of the lake <br /> reaches 930 feet it will merely go to the top of <br /> the Dam and flow unrestricted down to Minnehaha <br /> Creek . There is a spill-way at the side of the <br /> Dam and when the gates are open and the stop logs <br /> are removed, it actually has the ability to drain <br /> the lake down to 926 . 0 . The level that the gate <br /> is open depends on this management study. <br /> The original plan was principally during the summer <br /> months , April , May, June & July there will be no <br /> water discharge when the lake falls below 929 . 3, <br /> which is 1/10 below the ordinary high water level <br /> of the lake. Then in August they would drop it <br /> 1/10 and again in September 1/10 , October & November <br /> another 1/10 and then in December, January and , <br /> February, March they would drop it another 1/10 . <br /> The idea was that starting in August and continuing <br /> all through the year to March they were going to <br /> lower the level of the lake down to 928 . 6 so that <br /> in April when the spring thaw came there would be <br /> a low lake level and the lake then could build uP <br /> to 929. 4 rapidly to prevent downstream flooding. <br /> when the lake would build up to 929 . 3 in the spring <br /> no discharge would occur as it builds up above 929 . 3 <br /> to 929 . 6 it would discharge 50 cubic feet per <br /> second. It would discharge at that rate until it got <br /> up to 930 . 0. The figure of 250 cu. ft. per second was <br /> what was determined to be flood capacity of the creek. <br /> If it got over 250 cu. ft. per second it would flood. <br /> In the original plan this was worded as control flow <br /> at 250 cubic feet per second. <br /> After the Dam was operated for one year, the Watershed <br /> found that it had a problem with the winter time plan <br /> of letting the lake down . The problem was that they <br /> were letting water out of the lake when the lake was <br /> frozen, and the water would trickle out underneath the <br /> ice and it would run down the creek and freeze. Then <br /> more water would run out and freeze on top of that so <br /> they had a constant build up of ice. When the lake <br /> thawed in the spring there was a lot of frozen ice <br /> and the creek would flood. Last year they proposed a <br /> modification of the plan. The modification was that <br /> they would leave it at the same elevation , it would <br /> discharge below 929. 3 during April , May, June, and <br /> July, but in August they proposed droppinq it down to <br /> 928 . 6 . The City did not object to this but the City <br /> did object to it being dropped down in July. <br />