BeaverDamParkSeptic_66-S0-5171009.pdf
PDF 8 MB Posted
- Attached to
- Septic System Installation (Beaver Dam Park)
- Solicitation number
- 10-26
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is an Onsite Sewage Treatment and Disposal System (OSTDS) Construction Permit issued by the Florida Department of Environmental Protection (FDEP) for Walton County Board of County Commissioners (BCC) at Beaver Dam Park. The permit authorizes the installation of a new septic system at 175 W. Violet Lane, DeFuniak Springs, FL 32433, designed to serve one park bathroom with two stalls. The system specifications include a 900-gallon septic tank with a 360-square-foot primary drainfield configured in trenches. The project must be constructed in accordance with Florida Statute Section 381.0065 and Chapter 62-6, Florida Administrative Code, maintaining all required setbacks. The system was approved by FDEP Environmental Specialist Katja Gabel on April 9, 2026, with an expiration date of October 9, 2027, requiring completion of all work and final inspection prior to that deadline. The estimated wastewater flow is 288 gallons per day based on the single bathroom configuration.
The permit was issued based on soil evaluation specifications provided by private soil evaluator Scott Caraway, who noted a 1.5% slope in the proposed septic area and recommended abandonment of any old septic drainfield spoils if encountered during construction. The benchmark elevation reference point is set at the top of a nail with pink ribbon on a tree, with the proposed system site located 24 inches below this benchmark and the bottom of the drainfield positioned 54 inches below the benchmark. No fill is required for this installation. The permit does not specify pricing terms, bidding requirements, or contract award information, as it is solely an environmental construction permit. Re-inspection fees will be charged if the benchmark is removed or if additional inspections are required beyond the final inspection and approval process.
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| Septic_System_Installation_(Beaver_Dam_Park).pdf | ||
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Text version
STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM (OSTDS)
CONSTRUCTION PERMIT
Permit No. 66-S0-5171009 Application No. AP4293436
Date Paid:
Fee Paid:
Receipt No.
Document No. PR4304888
Facility ID. 66-5171009
Type [ X ] New System [ ] Existing System Modification [ ] Repair [ ] Abandonment [ ] Temporary
Subtype [ ] Aerobic Treatment Unit [ ] Non-Innovative PBTS [ ] Innovative PBTS [ ] Innovative Non PBTS [ ] Holding Tank [ ] Other (describe)
Applicant: (Walton County BCC (Beaver Dam Park))
Property Address: 175 W Violet Ln City Defuniak Springs State FL Zip 32433
Lot: Block: Subdivision: Oakwood Hills Unit 111
Property ID No. 17-3N-20-28080-000-0000 [Section, Township, Range, Parcel Number, or Tax ID No.]
The system must be constructed in accordance with specifications and standards of Section 381.0065, F.S., and Chapter 62-6, F.A.C.
Department approval of system does not guarantee satisfactory performance for any specific period of time. Any change in material facts, which served as a basis for issuance of this permit, require the applicant to amend the permit application. Such amendments may result in voiding this permit. Issuance of this permit does not exempt the applicant from compliance with other federal, state, or local permitting required for development of this property.
SYSTEM DESIGN AND SPECIFICATIONS
Tank
900 Gallons / GPD capacity [ X ] Septic Tank [ ] Aerobic Treatment Unit [ ] Multi-chambered [ ] In series
Gallons / GPD capacity [ ] Multi-chambered [ ] In series
Gallons Grease Interceptor capacity
Gallons Dosing Tank capacity gallons at doses per 24 hours doses per 24 hours
Drainfield 360 Square feet primary drainfield system
Square feet system
System type [ X ] Standard [ ] Filled [ ] Mound [ ]
Configuration [ X ] Trench [ ] Bed [ ]
Location of benchmark/reference point Top of "Nail w/Pink Ribbon" on Tree
Elevation of proposed system site 24 [ X ] inches [ ] feet [ ] above [ X ] below benchmark/reference point
Bottom of drainfield to be 54 [ X ] inches [ ] feet [ ] above [ X ] below benchmark/reference point
Fill required 0 inches Excavation required inches
Other PRIVATE EVALUATOR COMMENT: "1.5% Slope in proposed septic area. Property abandon any old septic drainfield spoils if encountered." ** GENERAL COMMENT: Install a new 900-gallon septic tank system with 360 sq ft drainfield. Maintain all setbacks in accordance with FAC 62-6. If the benchmark is removed a re-inspection fee will be charged to reset the benchmark. The above must be completed prior to Final Inspection & Approval. A re-inspection fee will be charged for additional inspections. The system is sized for 1 park bathroom with two stalls for a total estimated flow of 288 gpd.
Specifications by SCOTT CARAWAY (Private Soil Evaluator) Private Soil Evaluator Printed Name Title Signature
Approved by Katja Gabel Environmental Specialist III FDEP-DWRM
Printed Name Title Office Signature
Date issued 04/09/2026 Expiration date 10/09/2027
DEP 4016 07/2025, Construction Permit and Inspection, Part 1 of 2 (Obsoletes all previous editions which may not be used) Incorporated: subsection 62-6.003(1), F.A.C. Page 1 of 3
66-S0-5171009
Perm it N
o. 66-S0-5171009
MAFL LAKE 199ft from proposed septic system. Determined on 04/08/2026 presence of rafted debris.
K. Gabel /FDEP
Gabel_K Polygonal Line
Gabel_K Approved
| New_66-S0-5171009_175W. Violet Lane, DeFuniak Springs.pdf |
| Beaver Dam Septic Full Packet.pdf |
File details come from the government source that posted it. Updated .