(a) The components of an alternative collection system must be sized based on existing flow data from a system and service area with similar characteristics, if such data is available. Similar characteristics for sizing alternative collection systems include:
- (1) location;
- (2) inflow and infiltration characteristics;
- (3) peak flows;
- (4) pipe materials;
- (5) customer base, including sources of wastewater and percent contribution from the wastewater sources; and
- (6) any other characteristics required by the executive director.
- (b) If flow data from a similar service area with a conventional collection system is used, the engineering report must include the expected effects of inflow and infiltration on the peak flow of the conventional collection system.
- (c) Design and construction of an alternative collection system must minimize excess flows from inflow and infiltration.
- (d) Roof drains, street drains, or other types of drains that allow entrance of stormwater into an alternative collection system are prohibited.
- (e) In the absence of existing data, the sizing of on-site components in an alternative collection system must be based on Table B.1. in Figure: 30 TAC §217.32(a)(3) of this title (relating to Organic Loadings and Flows for New Wastewater Treatment Facilities), in conjunction with the following equation:
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(f) Design of the off-site components must be based on the maximum flow rate expected, calculated using the following equation:
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- (1) An equivalent dwelling unit (EDU) is assumed to have an occupancy of 3.5 people. For EDU populations greater than 3.5, the following equation must be used:
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- (2) The safety factor, "B," may be adjusted if higher wastewater flows are anticipated. A discharge from commercial or institutional dischargers must be measured directly or calculated under this subsection.
Source Note:The provisions of this §217.92 adopted to be effective August 28, 2008, 33 TexReg 6843; amended to be effective December 4, 2015, 40 TexReg 8254.