ASSUMPTIONS USED FOR SEWER PEAK DISCHARGE RATE CALCULATION.
Fort Worth City Code § 35-98
in effect§ 35-98 ASSUMPTIONS USED FOR SEWER PEAK DISCHARGE RATE CALCULATION.
Assumptions used to calculate sewer peak discharge rate are based on the wastewater loading criteria and peaking factors in the "Installation Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure." If alternative loading criteria will be used, or the type of use is not listed in the "Installation Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure," the developer shall provide source information to the city for approval.
If the peak discharge rate is not within the "Requested Meter's Flow Range (gpm)" in the following table, or if there is no sewer study or loading analysis approved by the city, the peak discharge rate shall be the maximum limit of the "Requested Meter's Flow Range (gpm)" in the following table:
Sensus Omni Meter Types | Meter Size | Requested Meter's Flow Range (gpm)
Sensus Omni Meter Types | Meter Size | Requested Meter's Flow Range (gpm)
SRII | 5/8" x 3/4" | <20
SRII | 1 | 10-50
C2 Compound | 1.5 | 21 -50
C2 Compound | 2 | 40-200
C2 Compound | 3 | 155 - 500
C2 Compound or F2 | 4 | 425 - 1000
C2 Compound or F2 | 6 | 900 - 2000
T2 Turbo | 1.5 | <200
T2 Turbo | 2 | 40 - 250
T2 Turbo | 3 | 155 - 650
T2 Turbo | 4 | 425 - 1250
T2 Turbo | 6 | 900 - 2500
SRII = Single Family, Small Commercial
C2 Compound - Commercial, Multi-Commercial, Industrial, and Irrigation
T2 Turbo = Commercial Heavy User, Industrial, Heavy User, and Irrigation
F2= Combined Domestic with Fire Protection
(Ord. 26324-08-2023, § 1, passed 8-8-2023)
Source: City of Fort Worth, Code of Ordinances, City Charter and Zoning Ordinance (American Legal Publishing, codelibrary.amlegal.com)URL: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-74585Fetched: 10/26/2026