Page 63 - Beaumont Basin Watermaster
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Beaumont Basin Water Master
                                                                                                        Table 4


 Residential and Commercial Return Flow Analysis


 A  B  C  D  E  F  G  H            I            J            K               L           M         N
                                                          Average        Weighted
 Average Annual                                                                               Total Annual
 Average Annual   Indoor  Outdoor  Indoor Use  Outdoor Use  Annual Total  Average Annual
 Land Use  Parcel Area  Number of  Number of   Delivered Water 1  Delivered Water   Use  Use  Indoor Use 4  Outdoor Use 5  6   Infiltration   Return Flow   Return Flow   Road  Return Flow
 Type  Category  Parcels  Acres  per Parcel 3  (ac-ft/parcel) (ac-ft/parcel)  Infiltration  7  Factor  Rate 8
 2
 (ac-ft )  (ac-ft)  (%)  (%)      (%)          (%)          Rate           Rate                 (ac-ft/ac)
                                                          (ac-ft/ac)     (ac-ft/ac)

 > 1.0 acre  427  886  510  1.19  14%  86%  0.17  1.03  100%  25%  0.20
 Low-Density  0.5 - 1.0 acre  404  331  378  0.94  18%  82%  0.17  0.77  100%  25%  0.44  0.66   0.12  0.58
 Residential  0.25 - 0.5 acre  185  67  105  0.57  29%  71%  0.17  0.40  100%  25%  0.73
 < 0.25 acre  1,072  146  355  0.33  50%  50%  0.17  0.17  100%  25%  1.51
 > 1.0 acre  30  47  23  0.77  33%  67%  0.25  0.52  0%  25%  0.08
 High-Density  0.5 - 1.0 acre  83  57  72  0.87  29%  71%  0.25  0.62  0%  25%  0.23  0.38   0.24  0.29
 Residential  0.25 - 0.5 acre  1,175  355  814  0.69  36%  64%  0.25  0.44  0%  25%  0.37
 < 0.25 acre  9,740  1,598  4,868  0.50  50%  50%  0.25  0.25  0%  25%  0.38
 Commercial  All  415  440  687  1.65  95%  5%  1.57  0.08  0%  25%  0.02  0.02        0.24       0.02


 Notes:
 1  Average of 2010, 2011, and 2012
 2  ac-ft = acre-feet
 3  D = C / A
 4  G = D * E
 5  H = D * F
 6  Assumes 100% septic return flow
 7  K = ((H*J) + (G*I)) * (A/B)
 8  N = L * (1- M)





























                                                                                                         3-Apr-15
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