Laserfiche WebLink
Outfall M - 100yr <br /> Conveyance and Backwater <br /> 21 ---------------------------------------------------- <br /> a . <br /> o . <br /> a <br /> 18 ---':`i-'-------•----------•----------•----------•----------'----------•----------•----------•----------•----------•---------- •------ �' �'* -� ------ ------ ------ ------ ------ <br /> m € - <br /> 0 0 <br /> to'al N kill <br /> 16 <br /> W <br /> 14 - Link ID Link-04 ---•----------'----------'---�------' <br /> Length 255.00 ft w <br /> 13 --- Die 3.00 tt Ll!1Dk-03 Li il:I Li ik-1 2 ......................u----. <br /> Slope 0.0030 ftftt Lth Ofi tt L n�al 1 1 ip=(( n Q v.. n R Die ________________� <br /> 11 - Din Invert 7,07 ft Up Invert 7 07 tt U Inv rt 8 ppnvtte a <br /> _bG DnInve1687ft D Inv 8 ft Dn Invert <br /> 10 <br /> __ ---- <br /> w __ <br /> B -----1 <br /> ----' <br /> ----1 <br /> ____ <br /> 1 <br /> 1-00 1-2O 1.40 1ak 1a80 2-60 2-2O 2-40 2-130 2180 3-60 3+20 3i40 340 3r80 4-60 4-2O 4-40 NBO 4+80 5r00 5-20 5-40 <br /> Station(0) <br /> Node ID <br /> Jun06 Jun-05 Jun UM03 Out-M <br /> Rio lfQ: 15.02 15.02 17.00 17.27 <br /> In ( 7.84 7.84 Z07 2.55 6.84 R56 <br /> Min Pipe Lover(ft): 4.18 4.95 7.13 7.43 <br /> Max HGL(fl). 1252 11.83 11.57 11.41 ROO <br /> Link lD: Liic-04 Lick 03 ink 02 Link-01 <br /> Length(ft). 255.00 8500 11100 98.00 <br /> Di.(ft) 3A0 a00 aOD 3.00 <br /> Sbpe(ft/fl): 0.0030 0.0030 .0030 0.0029 <br /> Up loved(fQ: 7.84 7.07 1187 6.84 <br /> Dn lnved lfQ; 7.07 6.87 6.84 6.56 <br /> Max 0(.fs): 25.39 26.16 16.16 26.16 <br /> Max Val(IVs): a59 a70 a70 3.70 <br /> Max Depth(ft): 100 3.00 3.00 3.00 <br /> Autodesk Storm and Sanitary Analysis <br />