Laserfiche WebLink
2/17/2016 <br />00,210 1 WT. awl, -- <br />Conceptual Design: Reservoir <br />• 12 foot high berm, 3:1 slope <br />• Water Depth io feet when full (3 feet below land, 7 high) <br />• No liner <br />• Full Capacity 232 Million Gallons Storage <br />• Seepage & Evaporation Loss: Est. 1-2 MGD <br />• Pump from Osprey Marsh up and into reservoir <br />• Overflow to Lateral -J canal (East side) <br />• Gravity feed to Surface Water Treatment Plant (SWTP). Design to <br />prevent short cycling of water <br />• DoH setback is a concern <br />• Seepage Ditch along perimeter collect and re -pump <br />- - - ------------------------- <br />r <br />LEGEND <br />-IE <br />UJ <br />71 <br />CDM <br />Smith <br />Figure No. 2.1 <br />Conceptual Layout of Me Scuth County Reserioir Site. Oslo Road. Inclan River County <br />Fcco';:11 <br />