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Wastewater Flow Projections <br />Wastewater flow projections were generated for each sanitary Sewer <br />District within the 2040 MUSA and corresponding sub -districts <br />based on the gross developable acreage available, anticipated land <br />uses, and wastewater flow generation rates. The wastewater flow <br />generation rates for the various land uses found Table 10-8 were <br />used to project the future wastewater flows for the service area. <br />Wastewater flow projections for the eastern portions of the City outside <br />of the 2040 MUSA were calculated on an average wastewater flow <br />generation rate per gross acre of 900 gallons per day average as <br />land use and population projections for this portion of the City are not <br />available. <br />The MCES Peak Flow Design Factors are summarized in Table 10- <br />3. Estimated peak hour flows are not totaled as the peaking factor is <br />dependent upon the average day flow rate. Summing the projected <br />peak hour flow rates would produce a flow rate higher than the peak <br />hour flow rate for the entire City. Therefore, the following existing, <br />2040 MUSA, and ultimate peak hour flows were calculated by <br />multiplying the total average flows by the appropriate MCES peaking <br />factor. Table 10-9 below presents the existing, projected 2040, and <br />projected ultimate flows for each sanitary Sewer District. <br />J -!`I GO 2040 COMPREHENSIVE PLAN UPDATE <br />T ■ ■ II A AA IA •�I . . r■ A r\• . • � <br />A <br />0.0008 <br />0.0033 <br />0.209 <br />0.794 <br />0.209 <br />0.794 <br />B <br />0.0016 <br />0.0062 <br />0.002 <br />0.006 <br />0.002 <br />0.006 <br />C <br />0.0053 <br />0.0213 <br />0.005 <br />0.021 <br />0.005 <br />0.021 <br />D <br />0.0083 <br />0.0331 <br />0.026 <br />0.103 <br />0.026 <br />0.103 <br />E <br />0.0514 <br />0.2058 <br />0.183 <br />0.714 <br />0.183 <br />0.714 <br />F <br />0.0058 <br />0.0230 <br />0.006 <br />0.023 <br />0.006 <br />0.023 <br />G <br />0.0202 <br />0.0806 <br />0.040 <br />0.160 <br />0.040 <br />0.160 <br />H <br />0.0102 <br />0.0408 <br />0.016 <br />0.065 <br />0.016 <br />0.065 <br />1 <br />0.0913 <br />0.3653 <br />0.215 <br />0.817 <br />0.215 <br />0.817 <br />1 <br />0.0655 <br />0.2620 <br />0.140 <br />0.545 <br />0.140 <br />0.545 <br />K <br />0.1500 <br />0.5849 <br />0.409 <br />1.430 <br />0.409 <br />1.430 <br />L <br />0.0309 <br />0.1236 <br />0.056 <br />0.223 <br />0.056 <br />0.223 <br />M <br />0.0433 <br />0.1731 <br />0.091 <br />0.362 <br />0.091 <br />0.362 <br />N <br />0.1325 <br />0.5167 <br />0.338 <br />1.218 <br />0.338 <br />1.218 <br />0 <br />0.590 <br />2.008 <br />0.590 <br />2.008 <br />P <br />0.405 <br />1.418 <br />0.405 <br />1.418 <br />0 <br />1.017 <br />3.152 <br />1.017 <br />3.152 <br />R <br />0.170 <br />0.662 <br />0.170 <br />0.662 <br />s <br />0.116 <br />0.454 <br />0.116 <br />0.454 <br />T <br />1.71 <br />4.96 <br />U <br />3.79 <br />9.48 <br />V <br />5.90 <br />13.57 <br />Total System <br />0.617 <br />2.098 <br />4.03 <br />10.08 <br />15.43 <br />29.32 <br />Note: Existing, projected 2040, and projected ultimate peak hour flows equal the total average flow multiplied by peaking factors per MCES. The sum of the existing peak hour flow does not <br />equal the sum of the peak discharges from each district since the peaking factor decreases as the average flow increases. Peaking factors were taken from MCES factors included in Table <br />10-3. <br />If <br />1206112r.IMc5YA <br />for review only <br />COMPREHENSIVE SANITARY <br />SEWER PLAN <br />W <br />