TFS ODEQ Lagoon Regs.pdf
PDF 965 KB Posted
- Solicitation number
- W912BV-22-Q-0078
About this file
This document contains an Oklahoma Department of Environmental Quality regulation and a related federal contract opportunity. The regulation outlines requirements for sizing, sprinklers, and spray irrigation of lagoons used for wastewater treatment. It also includes general provisions for lagoon design, bottom construction, dikes, inlet lines, fencing, and prohibitions on other waste disposal.
The federal contract opportunity is a solicitation from the Army Corps of Engineers to provide installation of a lagoon and two 1,000-gallon septic tank systems. The work will be performed at the Taylor Ferry South Public Use Areas on Fort Gibson Lake in Wagoner County, Oklahoma. Quotes are due by July 11, 2022. The contractor must furnish all labor, materials, tools, and equipment to construct the lagoon and septic tank systems in accordance with Oklahoma Department of Environmental Quality regulations.
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Other files
| File | Type | Posted |
|---|---|---|
| Lagoon Instalation Diagrams TFS 2022.pdf | ||
| W912BV-22-Q-0078.pdf | ||
| tfs lagoon.docx | DOCX document | |
| W912BV22Q0078 P0002.pdf | ||
| W912BV-22-Q-0078 P0001.pdf | ||
| GoogleEarth_Image.jpg | JPG image | |
| W912BV22Q0078 P0002.pdf | ||
| W912BV22Q0078-0001 JSH.pdf |
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Text version
(b) Sizing. The spray irrigation field shall be sized according to Appendix H, Figures 14-19.
When calculating the overall area of the spray irrigation field, areas of overlap may only be counted once.
( c) Sprinklers. The sprinklers shall be designed to:
(I) provide uniform distribution of treated effluent over the entire spray irrigation field without misting; and
(2) have a trajectory of no more than fifteen-degrees (15°) to keep the spray stream low to the ground surface.
( d) Spray irrigation. The spray irrigation shall be:
(1) adjusted and maintained at a rate to prevent runoff; and
(2) controlled by a timing device to take place daily between I :00 a.m. and 6:00 a.m.
SUBCHAPTER 13. AEROBIC SYSTEMS [REVOKED]
AGENCY NOTE: The revoked language in this Subchapter has been relocated to new
Subchapters 10 and 12.
Section 252:641-13-1. General provisions [REVOKED] 252:641-13-2. Applications [REVOKED] 252:641-13-3. Acceptable application surfaces [REVOKED] 252:641-13-4. Surface application [REVOKED]
252:641-13-1. General provisions [REVOKED]
252:641-13-2. Applications [REVOKED]
252:641-13-3. Acceptable application surfaces [REVOKED]
252:641-13-4. Surface application [REVOKED]
SUBCHAPTER 15. LAGOONS
Section 252:641-15-1. General provisions 252:641-15-2. Lagoon design 252:641-15-3. Bottom construction 252:641-15-4. Dikes 252:641-15-5. Lagoon inlet line and septic tank outlet 252:641-15-6. Fence
252:641-15-1. General provisions
(a) Primary settling. All sewage entering a lagoon must first pass through a septic tank for primary settling.
(b) Total retention. All lagoons shall be total retention.
( c) Location. Installers shall not locate lagoons where vegetation, timber, or terrain could interfere with prevailing wind action or shade the lagoon during daylight hours.
( d) Prohibitions. The owner/operator shall not dispose or store wastes or contaminants other
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