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Gage Rod Reading (Approximate Water <br />Level): There is no gage rod. Measure <br />the depth to water from the top of the <br />primary spillway baffle box (lid off) and <br />subtract from 8200.7, or measure the <br />depth to water below the primary spillway <br />intake and subtract from 8196.3. <br />Waterlevel (feet below emergency <br />spillway): Subtract calculated water level <br />from 8200. <br />Estimated Aeight of Dam: <br />Estimated Freeboard (emergency spillway <br />to top of dam): <br />Sediment Level (% of total storage): Use <br />the following scale to estimate the <br />sediment level: <br />Sediment to the top of the primary <br />spillway intake : ............100% <br />Sediment 6" below the top of the <br />primary spillway intake:..... 50% <br />Sediment 1' below the top of the <br />primary spillway intake:..... 25% <br />Sediment 1.5' below the top of the <br />primary spillway intake:..... 12% <br />Sediment 2' below the top of the <br />primary spillway intake:..... 0% <br />Design sediment volume = 0.81 <br />acre feet. <br />Outflow (cubic feet per second): <br />Photographs: <br />Water Level (Elevationl: f~ 9 <br />6 feet to the invert of the emergency <br />spillway <br />1.5 feet <br />~~ <br />z i' <br />(0% 24 Oct 95, riot observed 2S Mnr 96 due <br />to snow) <br />1 ': <br />.~-' ~'`~ <br />3 ~_~.s/mss" src. = C: i.G. ~ Fr~%~ <br />~ ~s <br />Photograph # 1 o:•r,• ~. ~~-' Azimuth: sa.,.tS <br />Photograph # 2 v; ~ y2 o~+~- ~~ :~~~ ~tw`~ Azimuth: .k/c• <br />Photograph # 3 c~, ., „ ~ ~.~ r~i~-#Y Azimuth: k~ : rte <br />w~rl`. <br />Pond 001, Page 2 of 5 <br />