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r � � <br /> 3850 Watertown Road 1/6/15 <br /> Orono MN MWT <br /> 100-YR HWL = 1001.24 <br /> 10-YR Discharge = O.UO cfs <br /> 100-YR Discharge = 0.00 cFs <br /> Proposed Conditions <br /> Low Area w+th Drainti{e Outlet at elevation 995.95 and Proposed Grading <br /> Modiflcations <br /> 10-YR HWL = 999.08 <br /> 100-YR HWL = 1001.12 <br /> 10-YR Discharge = 0.85 cfs <br /> 100-YR Discharge = 1.01 cFs <br /> Low Area without Draintile Outlet but with Proposed Grading Modifications <br /> 14-YR HW L = 999.63 <br /> 100-YR HWL = 1001.59 <br /> 10-YR Discharge = 0.00 cFs <br /> 100-YR Discharge = Q.00 cfs <br /> Low Area HWL Existing Proposed <br /> without Outlst Conditions Conditions <br /> 10-YR 959.49 999.fi3 <br /> 100-YR 1001.24 10Q1.59 <br /> Low Area HWL Existing Proposed <br /> with �utlet Conditions Conditions <br /> 1 Q-YR 999.49 9g9•08 <br /> 100-YR 1001.24 1001.12 <br /> Low Area Existing Proposed <br /> Discharge without Conditions Conditions <br /> Outlet <br /> 10-YR 0.00 cfis 0.00 cfs <br /> 100-YR �.00 c�s 0.00 cfs <br /> Low Area Existing Proposed <br /> Discharge with Conditions Conditions <br /> Outlet <br /> 10-YR O.00cFs 0.85 cfs <br /> 1 d0-YR 0.00 cfs 1.01 cfs <br /> *See attac�ed HydroCAD results for more details <br /> Stormwater Managernent Calculations <br />