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I <br /> I <br /> �WWHM2012 Bioretention <br /> File Edit View Help Summary Report <br /> ❑ 'ir'GI at Q1Ift d a is ®A <br /> I71 W 2 y1 �sLlp Bioswele Help <br /> 1,71 Schematic ,_; 2 52 E. 23 . <br /> SCENARIOSQ Bicretention 1 Mitigated <br /> MOM — Facility Name Bioretention 1 <br /> I ❑Predevdoped Mitigated i s•r ,-, Outlet 1 Outlet 2 Outlet 3 <br /> _ _ Downstream Connection 0 0 I Ip <br /> Use simple <br /> Bio <br /> Run Scenario -- _- ---- ME Ii. Underdrain Used <br /> detention Quick S ale Size Water Underdrain Diameter(tt)I D67 S-{Otlset() <br /> i <br /> Basic Elements <br /> Elements A _' <br /> _ <br /> ser�rrrrar _ I Bioretention Bottom Elevatror 0 Orifice Diameter(in) rgn)""•^�' ,,, Flow Through Urderdrair fan—ft) 137.537 <br /> Jzi, Bioretention Dimensions <br /> ME■® s,.. Bioretention Length(ft) 32000 I Total Outflow lac-ft) 150.591 <br /> T -- to ' Bioretention bottom Width(0) 12000 i Percent Through Underdan 91.33 <br /> ®®®® Freeboard(ft) Q900 WQ Percent Filtered 91.33 <br /> - i r�,ad Flooding(Ill 0.000 <br /> e�fyt <br /> )"7i El <br /> Effective Total Depth[ft) 4.17 �iafa7131LIRLPIIBIOO.�lagL9iil,a <br /> Pro Elements Bottom slope of biadeMbn.(0-1) 1.0)0 !Riser Outlet Sauctue -. <br /> Sidewall Invert Location. Outlet Structure Data <br /> _--- Front and Back side slope IHN) la000 -i Riser Height Above Beretentien surface(It) 05 _. <br /> Left Side Slope(HN) �000 Riser Diameter[in] <br /> Right Side Slope MM I3.000 Riser Type Flat 1 <br /> Material Layers for <br /> Lays 1 Layer 2 Layer 3 <br /> Depth(It) I1.500 I[1.670 0.000 <br /> ICommercial Toobwr ------_-"- ----- — Soil Layer SMMWW12in/hr - <br /> Sod Layer 2 GRAVEL <br /> Sall Layer l6RAVEL Orifice Diameter Height <br /> Number (in) (ft) <br /> ---_....___-- - — -- _EdiSoilTypes I 1 F--� —.-`1 <br /> 41 KSof Safety Factor 2 (o`H f-1 <br /> 1 - - - ----- 3 �— (0 <br /> B <br /> Moro Elements - None 2 4 ioretention Volume at Riser Head(ac-h) .055 <br /> Show Bioretention Operable 'a�I� Native Infiltration H0 • <br /> Save xy f Load icy I _ - <br /> - <br /> T <br /> 02 <br /> 1 Toe 4:13p Bioetenion-Frish Mitigated Total Inflow ecft 153.76 Precipitation on Fatality Inure Ill 4.372 <br /> Evaporation from Facility(acre-fr) 2 703 <br /> I <br /> I <br /> I <br /> I <br /> I <br /> IInsight Engineering Co. - Stormwater Site Plan 12/20/2018 <br /> -44 - <br /> I <br />