SWF2024-0054__Issued_Permit_Package_.pdf

PDF 4 MB Posted Mar 26, 2025

Attached to: WY-JACKSON NFH-SEPTIC SYSTEM Federal contract opportunity
Solicitation number: 140FC125R0006
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Mar 26, 2025

The provided document is a Teton County, Wyoming Small Wastewater Facility Permit for the Jackson National Fish Hatchery (NFH) septic system replacement project. The permit details a new septic system for 4 volunteer RV pads and 2 studio apartments, with a 2,000-gallon 3-compartment septic tank, designed to handle 640 gallons per day. The project involves installing 114 linear feet of 6-inch PVC sewer main, 75 linear feet of 1.75-inch force main, 4-inch PVC sewer service lines, cleanouts, and a reserved area for a replacement leach field.

The permit includes specific conditions such as prohibiting chemical disinfectants in RVs, requiring leakage testing, site-specific soil inspection, and final certification by a design engineer. The project is for the U.S. Fish and Wildlife Service, with Sean Henderson as the applicant and Douglas W. Smith (License #19170) as the design engineer. The permit was issued on 09/03/2024 and expires on 09/03/2025, with a soil classification of fine to sandy loam and a private well as the water source. The site is located at 1500 E Fish Hatchery Road in Jackson, Wyoming.

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Sol_140FC125R0006_Amd_0002.pdf	PDF	Apr 5, 2025
Sol_140FC125R0006_Amd_0001.pdf	PDF	Apr 3, 2025
GDN_WY20250017_03-14-2025_Building__Teton_County.pdf	PDF	Mar 26, 2025
2024_JAC_SOW_3_Stage_Septic_Tanks_Revised.pdf	PDF	Mar 26, 2025
Sol_140FC125R0006.pdf	PDF	Mar 26, 2025
Jackson_NFH_Septic_System_Replacement_Plan_Set_Stamped_.pdf	PDF	Mar 26, 2025

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APPLICANT: henderson, sean 1500 E Fish Hatchery Rd jackson, WY 83001

(307) 690-8242

OWNER: USA - FISH AND WILDLIFE SERVICE

PO BOX 510

JACKSON, WY 83001

SWF2024-0054 SWF COMMERCIAL

ISSUED:

EXPIRES:

09/03/2024

09/03/2025

SITE ADDRESS: 1500 E FISH HATCHERY ROAD JACKSON WY 83001

PRIMARY PARCEL: 22-41-15-04-1-00-001

PROJECT NAME: JACKSON HATCHERY SEPTIC

PERMIT DETAILS

Detail Name Detail Value

Is this application for a failing system? No

Square Footage 88

Gravity or Pressure Dose Pressure

Is design sized for future capacity? Yes

Lift station to sewer collection system? No

WATER SUPPLY INFORMATION: Indicate the proposed drinking water source (private well, public water system, spring, etc.)

private well

Hole 1 Percolation rate (minutes per inch in each hole) 11.67

Hole 2 Percolation rate (minutes per inch in each hole) 8.75

Hole 3 Percolation rate (minutes per inch in each hole) 5

Hole 4 Percolation rate (minutes per inch in each hole) N/A

Number of Bathrooms 6

Hole 5 Percolation rate (minutes per inch in each hole) N/A

Tests conducted by sean henderson

Results of Profile Hole (8’ depth) 9' depth - no water

Depth of highest seasonal groundwater 10

Groundwater test date 4/15/24

Groundwater test conducted by sean henderson

Method used 9' Depth Profile Hole at Proposed Leach Field

Soil Type Classification Fine to sandy loam

PERMIT

Printed by : Kelly Landowski on: 09/03/2024 09:21 AM

Teton County, WY

CONDITIONS

* The owner / operator of the small wastewater facility shall ensure that the recreational vehicles / motor homes that connect to the small wastewater facility do not use chemical disinfectants or stabilizers. These chemicals kill the bacteria in the septic system and reduce the treatment of the waste in the system. These chemicals will be introduced to the ground through the system, introducing contamination of soil and water.

* Permittee shown above is authorized to construct, modify, and operate the small wastewater facility described in the permit application, subject to Teton County SWF regulations and the specific conditions shown on this permit.The stamped, approved plans and specifications accompany this permit at the time of issuance and must be kept on site and readily available during construction.

Percent of Gravel 5

Hole 6 Percolation rate (minutes per inch in each hole) N/A

DESCRIPTION OF PURPOSE OR CONCISE NARRATIVE (EXPLAIN IF FAILED

SYSTEM)

New septic for 4 volunteer RV pads and 2 studio apartments

Design Engineer Phone Number 303 236 5320

Design Engineer email douglas_smith@fws.gov

Number of Bedrooms 6

Gallons per day 640.00

Repair No

Owner Name Dept of Interior/ USFWS / Jackson National Fish Hatchery

Owner Phone 307 733 2510

Owner Mailing Address 1500 E Fish Hatchery Rd

Owner City Jackson

Owner State Wyoming

Owner Zip 83001

Applicant/Agent Name Sean Henderson

Applicant/Agent Phone 307 690 8242

Applicant/Agent Mailing Address 1500 E Fish Hatchery Rd

Applicant/Agent City Jackson

Applicant/Agent State Wyoming

Applicant/Agent Zip Code 83001

Applicant/Agent email sean_henderson@fws.gov

Design Engineer Name Douglas W Smith

Design Engineer License # 19170

Soil types classifications conducted by Sean Henderson

Extend Expiration Date Yes

Printed by : Kelly Landowski on: 09/03/2024 09:21 AM

* Leakage Testing of the septic tank is required. The Teton County Engineering Department may monitor the leakage testing. Applicant shall notify the Teton County Engineering Department prior to the start of testing.

* Ensure that a Site specific soil inspection is conducted in the presence of an Engineer prior to installation of absorption area to confirm design loading rate is appropriate. Sometimes permits are processed with estimated percolation test information due to winter conditions or lack of access to the site. Confirmation of existing soil conditions at the absorption system location MUST be performed prior to actual construction. Proceed with installation when directed by Engineer. Any sizing adjustments shall be coordinated with the County Engineering Dept.

* No installation shall be permitted during wet or frozen ground conditions, or between November 15 and April 15, without prior approval from the Teton County Engineering Department.

* Substitutions shall be approved by a design engineer. Deviations from the permitted plans shall be reviewed in advance by Teton County Engineering Department.

* Prior to final acceptance of compliance with the conditions of this permit, the design engineer shall certify that sufficient site observations and testing have been performed to demonstrate or verify that the facility as constructed is in conformance with the approved plans and other conditions of this permit and constructed to operate as designed, specifically to include:

1. General location of components (submit record drawing if locations differ)

2. Pipe material, slope, and connections

3. Effluent filter accessibility.

* A final inspection, and certification by the design engineer are required prior to the approval of the certificate of occupancy. Do not backfill system components prior to inspection or uncovering may be required. Unrestricted access to the property shall be granted for compliance inspections.

* This office shall assume no responsibility in case of failure or inadequacy of a wastewater facility, beyond consulting in good faith with the applicant or representative.

REQUIRED INSPECTIONS

Septic Final

FEES: Paid Due

SWF Commercial 2+ Bedrooms $400.00 $0.00

Totals : $400.00 $0.00

Printed by : Kelly Landowski on: 09/03/2024 09:21 AM

SMALL WASTEWATER FACILITY PERMIT CHECKLIST

Permit Appplication Number Reviewer Date of Review Property Address

Item & citation Compliant Noncompliant N/A 1 Details in Smart Gov Complete 9-2-7.a.i x 2 Owner Signature/ LOA 9-2-8.a.vii x 3 Deed 9-2-8.a.vii x 4 PE Stamped design 9-2-7.a.iii.D x 5 Is replacement for failed system 9-2-7.b x 6 Sewer within 500LF, legally available 9-2-12.a.v x 7 Soils info: Tests from site justify design loading rate 9-3-5. x

Soils info: Nearby permits- Consistent, representative, legitimate 9-3-4.

i, iv x

Soils info: Deferred during winter- described on Plans/ Condition perimt for confirmation testing 9-3-5/ issue w/ conditions x

10 Design Flow stated/ # bedrooms 9-3-2.i x 11 No RV dumps to septic 9-3-7.d.iii.B x 12 Leach Field/ Trench Size 9-3-5 x 13 Size of Septic Tank 9-3-7.a.iv x

Groundwater Info; MW data, time of year vs. peak, adjacent systems 9- 3-4.g x

Groundwater Info: may need to use topo + nearby surface water.

When in doubt, presume <4' 9-3-4.g x

16 Depth to Bedrock, clay 9-3-4.f x 17 Depth to base of chambers compliant with GW & BR x

Natural slopes @ leach field, setback from excessive slopes 9-3-4.h x

19 Wells on subject & adjacent properties, PWS wells 9-3-4.j x

Setback to PL, Water Bodies, Structures, Well (including adjacent props) 9-3-4.j x

21 Proper drainage to prevent Flooding/ ponding 9-3-4.a x

Pipe slopes, elevations meet minimums (2% raw, 1% ST eff.) 9-3-6.a.vii x

Cleanouts within 5' (customary), every 100' or 22.5+ degrees 9-3- 6.a.viii x

24 Tank made of precast concrete 9-3-7.b.ii x

Depth of tank, Field (1' min cover, 4' max cover chambers) 9-2-7.a.iii.B x

26 Buoyancy of Tanks Addressed x 27 Field details, chamber spec, dimensions 9-2-7.a.iii.B & E x 28 Notes/ Specifications as relevant/ necessary 9-2-7.iii x 29 Replacment Area shown, size, distinct-usable site 9-3-4.e x 30 Pump Systems 9-3-7.e or 9.3.7.c & 9-3-10 x

Drainback to tank or depth/ insulation to prevent freezing 9-3-10.a.iv x

32 Control location shown/ specified, line-of-sight 9-3-10.a.iii x

Float levels shown, volumes per table or justified by Engineer per 9-3- 7.e or 9-3-7.c & 9-3-10 x

SWF2024-0054

Brandon Smith 8/1/2024 1500 E Fish Hatchery Road

SMALL WASTEWATER FACILITY PERMIT CHECKLIST

34 Pump model, piping , operating point (gpm at TDH) 9-2-7.iii x 35 O&M Manual is specific and adequate coverage 9-3-14 x 36 In a mapped floodplain? Consult GIS floodplain layer x

Pump Systems should have a performance spec on plans that is measured during installation inspection. Place condition on permit.

Need to use GIS to access adjacent records for neighboring wells May review prior or associated permits for consistency Advanced Treatment systems (Advantex or Presby) require signed maintenance agreement that gets recorded - condition as such and alert County Engineer to arrange

May contact design engineer directly for non-compliant items.

Attempt to resolve, have plans modified, and re-review. Contact County Engineer if unresolved.

Approve Deny request info

Outcome of Review (enter Date of action taken) x

Specific Conditions to be placed on Permit

Comments per Item number

The owner / operator of the small wastewater facility shall ensure that the recreational vehicles / motor homes that connect to the small wastewater facility do not use chemical disinfectants or stabilizers. These chemicals kill the bacteria in the septic system and reduce the treatment of the waste in the system. These chemicals will be introduced to the ground through the system, introducing contamination of soil and water.

PROJECT SITE

FISH HATCH RD

JACKSON

NATIONAL FISH

HATCHERY

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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DESIGNED:

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DATE:

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DRAWN:

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DRAWING NO.

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SHEET 1 OF

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CHECKED:

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VICINITY MAP

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NO SCALE

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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APPROVAL SIGNATURES

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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REGIONAL ENGINEER

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DATE

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SAFETY

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CULTURAL RESOURCES

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DATE

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DATE

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JACKSON NFH

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SEPTIC SYSTEM REPLACEMENT

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COVER SHEET

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AutoCAD SHX Text 5/20/24

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JACKSON NATIONAL FISH HATCHERY

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SEPTIC SYSTEM REPLACMENT

AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 NOTES AND LEGEND NOTES AND LEGEND 3 SITE PLAN SITE PLAN 4 PLAN AND PROFILE PLAN AND PROFILE 5 DETAILS DETAILS klandowski Approved

LEGEND

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JACKSON NFH

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NOTES, LEGENDS, CONTACTS

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PROPOSED

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EXISTING

AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION. 2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS. 3. PROTECT OR RESTORE ALL LOT CORNERS. PROTECT OR RESTORE ALL LOT CORNERS. 4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS) 5. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 6. IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.

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GENERAL

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SEWER FORCE MAIN

AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: LEONARD BROWN TELE: 505-463-8145 STATION: JACKSON NATIONAL FISH HATCHERY 1500 E FISH HATCHERY RD JACKSON, WY 83001 PROJECT LEADER: SEAN HENDERSON SUPERVISORY FISH BIOLOGIST TELE: 307-733-2510 CELL: 307-690-8242

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SEWER MAIN

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SEWER SERVICE LINE

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SSL

CLEAN OUT

INSTALL 114 LF OF 6

INCH SCH 40 PVC

SEWER MAIN

SEE PLAN & PROFILE

SHEET 4

INSTALL TERMINAL

SEWER MAIN CLEANOUT

INSTALL 4 ROWS OF

PERFORATED

LATERALS @ 55 FT LF

SPACED @ 6 FT

SEE SHEET 5

INSTALL 2000 GALLON

3 COMPARMENT

SEPTIC TANK, PUMP

AND CONTROLS

EXT

WELL

INSTALL SEWER

SERVICE CONNECTIONS

AND CLEANOUTS FOR

RVs

INSTALL 75 LF OF

1.75 INCH SCH 40

PVC FORCE MAIN

INSTALL 4 INCH PVC

SCH 40 SEWER SERVICE

LINES

INSTALL CLEANOUTS ON

ALL SERVICE LINES

INSTALL 4" TREATED POST (3' MIN BURY),

CONTROL PANEL IN WEATHER PROOF

BOX, AND CONDUIT. FINAL LOCATION

SHALL BE DETERMINED BY STATION.

INSTALL CONCRETE

D-BOX (2' x 2" x 2')

WITH SANITARY TEE

RESERVED AREA FOR

REPLACEMENT LEECH

FIELD

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JACKSON NFH

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SEPTIC SYSTEM SITE PLAN

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40'

1.75 INCH PVC FORCE MAIN

TO SEPTIC DRAINFIELD

SEPTIC TANK

AND PUMP CONTROLS

6 INCH SCH 40 PVC

SEWER MAIN

114 LF

Scale: 1" = 10'

SITE PLAN1

Scale: NTS

SEWER MAIN PROFILE3

4" PVC SEWER

SERVICE

CONNECTIONS

4 INCH PVC SEWER SERVICE

LINES W/ 2 WAY CLEANOUTS

Scale: NTS

END CLEANOUT DETAIL2

INSTALL WOODEN POST AND

CONTROL PANEL

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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JACKSON NFH

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SEPTIC SYSTEM PLAN & PROFILE

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INV IN ELEV = 6249.85

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RV AREA

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SEWER MAIN END CLEANOUT

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INV OUT ELEV = 6252.12

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SLOPE = 2%

RISER

NTS

PERFORATED PIPE TRENCH LAYOUT DIAGRAM1

NTS

TRENCH DETAIL2

NTS

2000 GALLON SEPTIC TANK DETAIL3

NTS

PUMP AND SYSTEM CURVE4

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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SUB-SHEET

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JACKSON NFH

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DETAILS

AutoCAD SHX Text 11.876

AutoCAD SHX Text 4.67'

AutoCAD SHX Text 54"

AutoCAD SHX Text 4.09'

AutoCAD SHX Text 5.67'

AutoCAD SHX Text 4"

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AutoCAD SHX Text Risers to Grade

AutoCAD SHX Text 1.58'

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AutoCAD SHX Text Effluent Filter

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STAINLESS STEEL CHAIN

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QUICK DISCONNECT

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INSTALL DISTRIBUTION BOX. SEE SITE PLAN.

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1.75" DIA. INLET

4 OUTLETS

SWF2024-0054 Permit Review Checklist 8-1-2024

Sheet1

Jackson NFH Septic System Replacement Plan Set Stamped (4)

Cover

NOTES AND LEGEND

SITE PLAN

P&P 1-50

DETAILS

SWF2024-0054, Issued Permit Package

File details come from the government source that posted it. Updated Mar 26, 2025.