Page 33 - Beaumont Basin Watermaster
P. 33

Beaumont Basin Watermaster
               2013 Reevaluation of the Beaumont Basin Safe Yield                                                                                 3-Apr-15

               It is noted that a portion of the low-density residential area (as with the other land use areas)
               consists of roads which are assumed to be impermeable.  Based on an analysis of air photos, the
               percentage of area covered by roads was determined to be approximately 12 percent.  Thus, the
               return flow for the low-density residential  area was reduced by 12 percent to account for the
               roads.



               4.1.5.3  Return Flow in High-Density Residential and Commercial Land Use Areas

               For  areas  designated  as  high-density  residential,  50  percent  of  water  use  was  assumed  to  be
               indoors  and  50  percent  outdoors.    Unlike  the  low-density  residential  area,  these  areas  are
               connected to the City of Beaumont’s wastewater treatment plant.  As such, none of the indoor
               water use becomes groundwater return flow.  As with low-density residential, 25 percent of the
               outdoor  water  use  is  assumed  to  become  return  flow.    For  the  high-density  residential  and
               commercial areas, the final weighted average annual return flow was reduced by 24 percent to
               account for the impervious surfaces represented by roads.  The percentage reduction was based
               on an analysis of air photos of the Beaumont area.


               For commercial areas, indoor water use is assumed to be 95 percent of delivered water and all
               water used is discharged to the wastewater treatment system (i.e. no return flow).  Return flow
               from the remaining outdoor water use is assumed to be 25 percent of water used.  Return flow
               was not applied to highway areas that were classified as commercial land use.  This was due to
               the very limited amount of landscaping along the highways.



               4.1.5.4  Return Flow from Urban Landscape

               Return flow associated with outdoor irrigation of golf courses and parks (i.e. urban landscape)
               was assumed to be 25 percent of delivered water.  Applied water rates (in acre-ft/yr/acre) for
               urban landscapes was assumed to be equal to applied water rates for the Brookside Sports Park
               based on delivered water records.




               4.1.5.5  Changes in Return Flow Over Time
               The amount of return flow that has historically occurred within the Study Area has increased
               over time as land use has changed.  Although the areas of irrigated agriculture have decreased
               since 1970, residential, commercial and areas of urban landscape (i.e. golf courses  and parks)
               have increased significantly since that time.  The total return flow for each land use category
               (irrigated  agriculture,  low-density  residential,  high-density  residential,  commercial  and  urban
               landscape) was estimated based on the land use area and the return flow rates described earlier.




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