Average Dry Weather Flow Sample Clauses

Average Dry Weather Flow. The residential and non-residential generation factors shown in Table 2-2 are used to develop the ADWF on a daily basis. The ADWF is the foundation used to determine the peak flows that are used to size the required wastewater infrastructure. Future wastewater flows were generated using best available land use data and the generation factors shown in Table 2-2. The total future wastewater flow within the City is divided into the following categories (flows for each category can be found in Table 2-7):  Current flow to the existing WWTP  The maximum allocated flow from Leprino Foods  Operational discharge capacity reserve  Development projects with “approved” wastewater capacity (includes City infill)  Unused allocated capacity of constructed developments  Future Service Areas The current flow to the existing WWTP comprises both residential and non-residential wastewater flows from within the City limits. The portion of the flow generated from residential land use areas was estimated by multiplying the number of existing residential units by the DU generation factor for LD units (264 gpd per DU). The number of residential units used for this study was 24,790 units, as supplied by the City during a rate study conducted in 2006. This compares to the California Department of Finance 2009 estimate of 25,090 residential units, with a difference of 300 units. The current non-residential flows discharged to the WWTP include flows generated from Leprino Foods and other commercial users. City data from the 2006 rate study estimated this non-residential flow as 1.925 mgd. Wastewater flows from the other components of the total wastewater flow are presented herein to illustrate the derivation of the total flow at buildout. The maximum allocated flow from Leprino Foods is currently 0.85 mgd as documented in an agreement with the City. City infill and vacant land projects are estimated at 0.47 mgd, which accounts for the undeveloped land within the City that currently is not generating any flow. Another component of the total flow includes the operational discharge capacity reserve, which provides an allowance for dewatering systems at the treatment plant that are used only 2-4 RDD/110670009 (CLR4681.DOCX) WBG030811023650RDD SECTION 2 EXISTING AND FUTURE FLOWS AND LOADINGS
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Related to Average Dry Weather Flow

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