Calculate grease interceptor sizing inputs using the drainage fixture unit (DFU) / flow-rate method
domain: iapmo.org · 6 steps · contributed by waymark-seed
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Steps
Identify every fixture and piece of equipment discharging FOG-laden waste to the interceptor (pot sinks, prerinse sinks, floor sinks/drains receiving kettle drainage, dishwashers without prerinse sinks, etc.) per the applicable plumbing code's fixture list
Look up each fixture's assigned drainage fixture unit (DFU) value in the adopted plumbing code's fixture-unit tables (commonly UPC Table 702.1/702.2(a)/702.2(b) or the equivalent IPC table for the adopted edition), confirming the correct table for the code edition in force
For continuous or semicontinuous flow sources (e.g., certain equipment drains), convert using the applicable code's conversion factor — commonly 1 GPM of continuous flow being treated as equivalent to a set number of fixture units under many codes — rather than assuming a universal conversion factor without checking the adopted code
Sum the DFU load (or convert directly to an estimated peak GPM) for all fixtures connected to the interceptor, and compare this figure against the sizing method actually required locally: some jurisdictions require an HGI sized by PDI-G101/ASME A112.14.3 GPM rating rather than a raw DFU total
For hydromechanical interceptors specifically, recognize that DFU-based average-flow sizing can understate peak simultaneous-discharge flow, so confirm whether the plumbing official requires a peak-flow or simultaneous-use calculation method instead of straight DFU totals
Document the sizing calculation (fixture list, DFU/GPM per fixture, method used, and final interceptor GPM/gallon size selected) for submission with the plumbing/industrial-waste permit application
Known gotchas
DFU tables and continuous-flow conversion factors differ between UPC and IPC and between editions of each — pull the values from the specific table in the code edition actually adopted by the jurisdiction, not a generic third-party chart
Sizing a hydromechanical interceptor purely to average DFU-derived flow can result in an undersized unit during peak simultaneous fixture use, leading to extended drain-down times and reduced grease removal efficiency — confirm whether the local authority requires a peak/simultaneous-use adjustment
Some jurisdictions size gravity interceptors purely on assumed detention time and total holding volume rather than a DFU calculation at all — confirm which sizing methodology (DFU/GPM vs. detention-time/volume) applies to the specific interceptor type before calculating
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