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5.4.3   Future Non-Residential Flow
Future non-residential wastewater discharges in undeveloped portions of the City are difficult to forecast because each type of non-residential connection consumes and discharges different amounts of water. Future flows for the different non-residential land use areas were calculated based on the commercial sewer use in gallons per day per acre in Table 5-3, and the acreage of the undeveloped land. There is typically a strong correlation between future non-residential sewer loading and water usage. Therefore, as detailed water usage can be forecast in future planning, the more accurate the results are for future non-residential sewer loading projections.
A summary of the residential and non-residential flow projections for the existing system and City buildout are shown in Table 5-4.
Table 5-4:
Existing and Buildout Average Flows for Residential and Non-Residential Areas
 
Planning Year
Residential Flow (MGD)
Non-Residential Flow (MGD)
Total WWTP Flow (MGD)
Existing 2019
11.79
3.32
15.11
Buildout
15.90
6.45
22.35