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881 <br />880 - - - <br />879----ct'. <br />878----a <br />877----� <br />876---- <br />875 <br />874 <br />873 <br />872 <br />871 <br />870 <br />869 <br />4 868 <br />867-- <br />866-- <br />865 <br />864 <br />863 <br />862 <br />861 <br />860 <br />859 <br />858 <br />Node ID. <br />Rim (11) <br />Invert (f1). <br />Min Pipe Cover (f1). <br />Max HGL (11) <br />Link ID. <br />Length (11). <br />Dia (in). <br />Slope (Rlfi) <br />Up Invert (11). <br />Dn Invert (f1). <br />Max 4 (els). <br />Men Vel <br />Max Depth (11) <br />w � <br />H <br />Link ID L26138 <br />Length 199.09 ft <br />Dia 15.00 in <br />Slope 0.0086 Rift <br />Up Invert 865.68 ft <br />Dn Invert 863.96 ft <br />Storm Sewer Profile <br />146Ih Ave NW -10 year Event <br />Link ID L26134 <br />Length 176.50 ft <br />Dia 18.00 in <br />Slope 0.0104 ttltt <br />Up Invert 863.96 ft <br />Dn Invert 062.12 ft <br />Link ID L26128 <br />Length 97.50 ft <br />Dia 18.00 in <br />Slope 0.0138 tuft <br />Up Invert 862.12 ft <br />Dn Invert 860.77 ft <br />wN <br />4.2 <br />Len <br />Di <br />Slope 0.0121 ftlft <br />Up Invert 860 77 ft <br />Dn Invert 659.20 ft <br />1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 <br />Station (ft) <br />2826142 <br />2826136 <br />2826134 <br />2826128 <br />J26180 <br />874.52 <br />876.16 <br />871. 87 <br />869.22 <br />86400 <br />865.68 <br />863.96 <br />862.12 <br />860.77 <br />859.00 <br />0.00 <br />000 <br />8.25 <br />0.00 <br />1.00 <br />865.68 <br />864.61 <br />86281 <br />861.99 <br />86003 <br />L26138 <br />L26134 <br />L26126 <br />L26127 <br />199.09 <br />176.50 <br />97.50 <br />13000 <br />15.00 <br />18.00 <br />18.00 <br />27.00 <br />0.0086 <br />0.0104 <br />0.0138 <br />0.0121 <br />865.68 <br />863.96 <br />862.12 <br />860.77 <br />863.96 <br />062.12 <br />060.77 <br />859.20 <br />000 <br />4.00 <br />5.41 <br />15.23 <br />000 <br />5.31 <br />5.07 <br />7.59 <br />033 <br />0.66 <br />0.94 <br />1.12 <br />