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Existing Twin Lakes West-Prelim. Subdivision Type //24-h� 100 yr Rainfa/1=5.90" <br />Prepared by RLK Incorporated Page 17 <br />HydroCADO 7.00 s/n 000754 �O 1986-2003 Applied Microcomputer Systems 10/6/2006 <br /># Routing Invert Outlet Devices <br />1 Primary 905.44' 12.0" x 34.0' long 12" RCP RCP, mitered to conform to fill, Ke= 0.700 <br />Outlet Invert= 905.72' S= -0.0082 '/' n= 0.013 Cc= 0.900 <br />2 Device 1 905.44' 5.00' x 5.50' Horiz. Bottom of Wooden Skimmer Limited to weir flow C= 0.600 <br />3 Device 1 907.70' 6.00' x 10.00' Horiz. Top of Wooden Skimmer Limited to weir flow C= 0.600 <br />4 Secondary 907.23' 20.0' long x 10.0' breadth Rip-rap Overflow <br />Head ( fee� 0.20 0.40 0.60 0.80 1.00 120 1.40 1.60 <br />Coef. ( English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 <br />Primary OutFlow Max=5.74 cfs @ 12.15 hrs HW=909.18' ( Free Discharge) <br />L1=12' RCP ( Inlet Controls 5.74 cfs @ 7.3 fps) <br />�2=Bottom of Wooden Skimmer ( Passes < 246.33 cfs potential flow) <br />3=Top of Wooden Skimmer ( Passes < 188.56 cfs potential flow) <br />Seoondary OutFlow Max=143.87 cfs @ 12.15 hrs HW=909.18' ( Free Discharge) <br />t4=Rip-rap Overflow ( Weir Controls 143.87 cfs @ 3.7 fps) <br />Pond LL: Langton Lake ( South) <br />Inflow Area = 94.230 ac, Inflow Depth = 4.60" for 100-yr event <br />Inflow = 258.78 cfs @ 12.18 hrs, Volume= 36.097 af <br />Outflow = 12.21 cfs @ 17.04 hrs, Volume= 23.760 af, Atten= 95%, Lag= 291.8 min <br />Primary = 1221 cfs @ 17.04 hrs, Volume= 23.760 af <br />Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs <br />Peak Elev= 907.52' @ 17.04 hrs Surf.Area= 12.328 ac Storage= 25.602 af <br />Plug-Flow detention time= 867.6 min calculated for 23.755 af ( 66% of inflow) <br />Center-of-Mass det. time= 736.4 min ( 1,594.6 - 858.2 ) <br /># Invert Avail.Storage Storage Description <br />1 905.30' 31.192 af Custom Stage Data ( Prismatic,� Listed below <br />Elevation Surf.Area Inc.Store Cum.Store <br />( fee� ( acres) ( acre-feet� ( acre-fee� <br />905.30 10.344 0.000 0.000 <br />908.00 12.761 31.192 31.192 <br /># Routing Invert Outlet Devices <br />1 Primary 905.30' 24.0" x 38.0' long 28" CMP Span CMP, end-section conforming to fill, Ke= 0.500 <br />Outlet Invert= 905.30' S= 0.0000 '/' n= 0.013 Cc= 0.900 <br />Primary OutFlow Max=12.21 cfs @ 17.04 hrs HW=907.52' ( Free Discharge) <br />t1=28" CMP Span ( Barrel Controls 12.21 cfs @ 4.4 fps) <br />