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Municode <br />Page 2 of 4 <br />0 <br />(b) Residential equivalent unit. Rates and charges for the use and availability of the system shall be <br />determined through the use of a residential equivalent unit (REU), For the purposes of this article, one REU <br />is defined as the product of the acreage of a particular parcel multiplied by the REF. <br />Determination ofREEs and REUs. The REF shall be based on the relative runoff generated by any land <br />use compared to the expected runoff from a typical half -acre single-family dwelling. This relationship shall <br />be interpreted as a function of the percent of the total lot area that is impervious and shall be applied as <br />determined In the table below. <br />(c) <br />STORM SEWER RESIDENTIAL EQUIVALENT FACTOR <br />Percent <br />Coverage <br />Q•Runoff <br />(In.) <br />REF/Acre <br />- <br />Percent <br />Coverage <br />Q-Runoff <br />(in.) <br />REF/Acre <br />1 <br />0.88 <br />1.02 <br />51 <br />1.84 <br />2,75 <br />2 <br />0.90 <br />1.08 <br />52 <br />1.87 <br />2,79 <br />3 <br />0.92 <br />1.14 <br />53 <br />1.89 <br />2,82 <br />4 <br />0.94 <br />1.20 <br />54 <br />1.92 <br />2.86 <br />5 <br />0.95 <br />1.25 <br />55 <br />1.94 <br />2.90 <br />6 <br />0.97 <br />1.30 <br />56 <br />1.96 <br />2.93 <br />7 <br />0.99 <br />1.35 <br />57 <br />1.99 <br />2.97 <br />8 <br />1.01 <br />1,40 <br />58 <br />2.02 <br />3.01 <br />9 <br />1.02 <br />1,44 <br />59 <br />2.04 <br />3,04 <br />10 <br />1.04 <br />1.48 <br />60 <br />2.06 <br />3.08 <br />11 <br />1.06 <br />1.52 <br />61 <br />2.09 <br />3.12 <br />12 <br />1.08 <br />1.56 <br />62 <br />2,12 <br />3.16 <br />13 <br />1,09 <br />1.58 <br />63 <br />2.14 <br />3.19 <br />14 <br />1.11 <br />1.63 <br />64 <br />2.16 <br />3.23 <br />15 <br />1.13 <br />1.67 <br />65 <br />2.19 <br />3.27 <br />16 <br />1.15 <br />1.70 <br />66 <br />2.22 <br />3.31 <br />17 <br />1.16 <br />1.73 <br />67 <br />2.24 <br />3.35 <br />18 <br />1.18 <br />1.76 <br />68 <br />2,27 <br />3,39 <br />19 <br />1.20 <br />1.79 <br />69 <br />2.30 <br />3.43 <br />20 <br />1.22 <br />1.82 <br />70 <br />2.32 <br />3.47 <br />21 <br />1.24 <br />1.85 <br />71 <br />2.35 <br />3.51 <br />22 <br />1,26 <br />1.88 <br />72 <br />2.38 <br />3,56 <br />23 <br />1.28 <br />1,91 <br />73 <br />2.40 <br />3,59 <br />24 <br />1.30 <br />1.94 <br />74 <br />2.43 <br />3.63 <br />25 <br />1.32 <br />1.97 <br />75 <br />2.46 <br />3.67 <br />26 <br />1.34 <br />2.00 <br />76 • <br />2.48 <br />3.71 <br />27 <br />1.35 <br />2.02 <br />77 <br />2,51 <br />3.75 <br />28 <br />1.37 <br />2.04 <br />78 <br />2,54 <br />3.79 <br />29 <br />1.38 <br />2.06 <br />79 <br />2.56 <br />3.83 <br />30 <br />1.40 <br />2.09 <br />80 <br />2,59 <br />3.87 <br />31 <br />1.42 <br />2.12 <br />81 <br />2.62 <br />3.91 <br />32 <br />1.44 <br />2.15 <br />82 <br />2.64 <br />3.95 <br />33 <br />1.46 <br />2.18 <br />83 <br />2.68 <br />4,00 <br />34 <br />1.48 <br />2.21 <br />84 <br />2.71 <br />4.04 <br />35 <br />1.50 <br />2.24 <br />85 <br />2.74 <br />4.09 <br />36 <br />1.53 <br />2.28 <br />86 <br />2,78 <br />4.14 <br />37 <br />1.55 <br />2.31 <br />87 <br />2,81 <br />4.19 <br />38 <br />1.57 <br />2.34 <br />88 <br />2.84 <br />4.24 <br />39 <br />1.59 <br />2.37 <br />89 <br />2,88 <br />4.29 <br />40 <br />1.61 <br />2.40 <br />90 <br />2.91 <br />4,34 <br />41 <br />1.63 <br />2.43 <br />91 <br />2.94 <br />4.40 <br />42 <br />1.66 <br />2.48 <br />92 <br />2.98 <br />4.45 a <br />43 <br />1.68 <br />2.51 <br />93 <br />3.02 <br />4,50 <br />44 <br />1.70 <br />2.54 <br />94 <br />3.05 <br />4.55 <br />http ://library.municode, com/print.aspx?clientlD=14286&HTMRequest=http%3 a%2P/o2flib... 5/4/2010 <br />