Oklahoma Administrative Code
Title 252 - Department of Environmental Quality
Chapter 656 - Water Pollution Control Facility Construction Standards
Appendix A - Design Tables

Universal Citation: OK Admin Code A
Current through Vol. 41, No. 13, March 15, 2024

OAC 252:656-13-2(c) Aerated Grit Chambers:

Grit Chamber Measurement Unitsa
Item Unit Range
Detention time at peak flowrate Minutes 2-5
Dimension - Depth Feet 7-16
Dimension - Length Feet 25-65
Dimension - Width Feet 8-23
Width to Depth Ratio Ratio From 1:1 to 5:1
Length to Width Ratio Ratio From 3:1 to 5:1
Air Supply per unit of Length Feet3 per minute per foot 3-8

aChart from 1 Wastewater Engineering: Treatment, Disposal & Reuse, Metcalf & Eddy, Inc., 4th Edition, (2003)

OAC 252:656-16-1(d)(1), Activated Sludge Aeration Basins:

AERATION TANK CAPACITIES & PERMISSIBLE LOADINGS FOR ACTIVATED SLUDGE PROCESSES
Type of Process Aeration Retention timeb Aeration Basin Loadingc F/M Ratio
(Hours) (lb BOD5 per 1,000 ft3/d) (lb BOD5/lb MLSS)
Conventional 6-8 30-40 0.25 - 0.50
Step Aeration 6-8 30-50 0.17-0.50
Extended Aeration/Oxidation Ditch 24 12-15 0.05-0.10

bLarger values for smaller plants, up to 5,000 "PE" design capacity

cLarger values for larger plants, over 5,000 "PE" design capacity

OAC 252:656-16-2(b), Trickling Filter Design:

DESIGN PARAMETERS FOR TRICKLING FILTERS
Hydraulic Loading Organic Loading
gal/ft2/day Million gallons/acre/day Ibs BOD5/1000 ft3 of media/day lbs BOD5/acre-ft of media/day
Standard Rate 45-90 2-4 5-12 218-523
High Rate 230-690 10-30 30-100 1300-4300

Added at 17 Ok Reg 1140, eff 6-1-00; Revoked and reenacted at 23 Ok Reg 937, eff 6-15-06; Revoked and reenacted at 28 Ok Reg 1282, eff 7-1-11

Disclaimer: These regulations may not be the most recent version. Oklahoma may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources.
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