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ADoc-111656

Application Document
Name ADoc-111656 Owner Cory Condie
Application A-157032 Internal Comments
Document Name 1) Facility Map or Maps 2) Facility Legal
Description 3) Plan of Operation 4)
Waste Description 5) Ground Water
Report 6) Closure Design 7) Cost
Estimates 8) Financial Assurance 9) or
Additional documents as necessary
External Comments
Status Submitted Link to gdrive file File not present
Application
Recordtype Document Type
Gdrive file id
Application Report
Account Sevier County
Created By Cory Condie, 1/27/2025, 11:27 AM Last Modified By Cory Condie, 1/27/2025, 11:30 AM
Files
Completed Composting permit Application
Last Modified 1/27/2025, 11:27 AM
Created By Cory Condie

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1/30/25, 3:04 PM ADoc-111656 ~ Salesforce - Unlimited Edition
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Utah Compost Facility Permit Application Checklist Form
PART I - GENERAL INFORMATION APPLICANT: PLEASE COMPLETE ALL SECTIONS
I. Application Type ☐ New Application ☐ Major Modification ☐ Facility Expansion
☐ Renewal Application ☐ Minor Modification
For Renewal Applications, Facility Expansion Applications, and Modifications Applications, enter current permit number: 9407124.
II. Facility Name and Location
Legal Name of Facility Sevier County Sage Flat Landfill
Facility Address (Street or Directions to Facility)
3498 Sage Flat Road
County
Sevier
City Sigurd
Zip Code 84657
Telephone [phone]
Township
23 South
Range
1 West
Section
3, 4, 9, and 10
Quarter Section
N/A
Quarter/Quarter Section
N/A
Main Gate Latitude: 38.831309° Longitude: -111.904868°
III. Facility Owner(s) Information
Name of Facility Owner
Sevier County
Mailing Address
250 North Main
City Richfield
State Utah
Zip Code 84701
Telephone [phone]
IV. Facility Operator(s) Information
Name of Facility Operator
Cory Condie
Mailing Address 3498 Sage Flat Road
City
Sigurd
State
Utah
Zip Code
84657
Telephone
435-229-9576
V. Property Owner(s) Information
Name of Property Owner
Sevier County
Mailing Address
250 North Main
City
Richfield
State
Utah
Zip Code
84701
Telephone
435-229-9576
VI. Designated Contact Information
Facility Owner Designated Contact (if different than above) Cory Condie Title Department Head
Mailing Address
250 North Main
City
Richfield
State
Utah
Zip Code
84701
Telephone
435-229-9576
Email Address
[e-mail]
Alternative Telephone (cell phone or other)

Facility Operator Designated Contact (if different than above)

Title

Mailing Address

City

State Zip Code

Telephone

Email Address

Alternative Telephone (cell phone or other)

Property Owner Contact (if different than above) Title
Mailing Address

City

State

Zip Code

Telephone

Email Address

Alternative Telephone (cell phone or other)

VII. Waste Types (check all that apply) VIII. Facility Area
☐ Agricultural waste
☐ Biodegradable C&D waste
☐ Domestic sewage sludge, septage, or municipal solid waste
☐ Green waste
☐ Other:
Animal Waste and blood

Facility Area: 460 acres

Disposal Area: 26.5 acres

Design Capacity: 20.93 Years
1,251,693 Cubic Yards
625,846 Tons

PART II - APPLICATION CHECKLIST
Description of Item Rule(s) Cited Included in Submission Location in the Document/Comments
Ia. Requirements for All Facilities
Complete Part I - General Information R315-310-3(1)(a) ☐ Yes ☐ No, explain First Pages of PDF
General facility descriptions including maps, plans, and drawings R315-310-3(1)(b) ☐ Yes ☐ No, explain Section 2.1 and Appendices A and C
Legal description of the property, proof
of ownership, lease agreement, or other mechanism R315-310-3(1)(c) ☐ Yes ☐ No, explain Section 1.1
Waste type, anticipated daily volume,
and area served by the facility R315-310-3(1)(d) ☐ Yes ☐ No, explain Section 1.3
Plan of Operation R315-310-3(1)(e) ☐ Yes ☐ No, explain Section 6
Form used to record weights or
volumes of waste received required by
R315-302-2(3)(a)(i)
R315-310-3(1)(f) ☐ Yes ☐ No, explain Section 6.2 and Appendix F
Inspection schedule and inspection log
as required by R315-302-2(5)(a) R315-310-3(1)(g) ☐ Yes ☐ No, explain Section 6.3
Closure and post-closure care plans R315-310-3(1)(h) ☐ Yes ☐ No, explain Section 6.6
Documentation to show that any
wastewater treatment facility, such as
run-off or a leachate treatment system
is being reviewed by the Division of
Water Quality
R315-310-3(1)(i) ☐ Yes ☐ No, explain No treatment facilities proposed
Historical and archeological
identification efforts R315-310-3(1)(k) ☐ Yes ☐ No, explain Section 4.4
For facilities owned or operated by a
local government, financial information
that discloses the costs of establishing
and operating the facility
R315-310-3(1)(l) ☐ Yes ☐ No, explain Section 2.4
Ib. Public Participation Requirements
Name and address of all owners of the
property within 1,000 feet of the
proposed facility
R315-310-3(2)(a)(i) ☐ Yes ☐ No, explain Section 3
Documentation that a notice of intent to
apply for a permit for a solid waste
facility has been sent to all property
owners identified in R315-310-3(2)(a)(i)
R315-310-3(2)(a)(ii) ☐ Yes ☐ No, explain Section 3
Name of the local government with jurisdiction over the site and the mailing
address of that local government office
R315-310-3(2)(a)(iii) ☐ Yes ☐ No, explain Section 3
Ic. Location Standards for Compost Facilities
Documentation the facility is not located
within a wetland, watercourse, or flood
plain
R315-312-3(1)(a) ☐ Yes ☐ No, explain Section 4.2 and Appendix B
Documentation the facility is not located
within 500 feet of any permanent
residence, school, hospital, institution,
office building, restaurant, or church
R315-312-3(1)(b) ☐ Yes ☐ No, explain Section 4.3
Historic preservation survey as required
by R315-302-1(2)(f) R315-312-3(2) ☐ Yes ☐ No, explain Section 4.4 and Appendix C
IIa. Plan of Operation Requirements for All Facilities
An intended schedule of construction R315-302-2(2)(a) ☐ Yes ☐ No, explain Section 5
Description of on-site solid waste
handling procedures R315-302-2(2)(b) ☐ Yes ☐ No, explain Section 6.1
Schedule for conducting inspections
and monitoring R315-302-2(2)(c) ☐ Yes ☐ No, explain Section 6.3
Contingency plans in the event of a fire
or explosion R315-302-2(2)(d) ☐ Yes ☐ No, explain Section 6.5
Corrective action programs to be
initiated if groundwater is contaminated R315-302-2(2)(e) ☐ Yes ☐ No, explain Section 6.5
Contingency plans for other releases,
for example, release of explosive gases
or failure of run-off containment system
R315-302-2(2)(f) ☐ Yes ☐ No, explain Section 6.5
Plan to control fugitive dust R315-302-2(2)(g) ☐ Yes ☐ No, explain Section 6.1
Plan to control wind-blown litter R315-302-2(2)(h) ☐ Yes ☐ No, explain Section 6.1
Description of maintenance of installed
equipment including leachate and gas
collection systems, and groundwater
monitoring systems
R315-302-2(2)(i) ☐ Yes ☐ No, explain No gas, leachate, or groundwater monitoring
equipment proposed
Procedures for excluding the receipt of
prohibited hazardous waste or
prohibited waste containing PCBs
R315-302-2(2)(j) ☐ Yes ☐ No, explain Section 6.1
Procedures for controlling disease
vectors R315-302-2(2)(k) ☐ Yes ☐ No, explain Section 6.1
Plan for an alternative waste handling
or disposal system during periods when the solid waste facility is not able to
dispose of solid waste, including
procedures to be followed in case of
equipment breakdown
R315-302-2(2)(l) ☐ Yes ☐ No, explain Section 7.5
Closure and post-closure care plans R315-302-2(2)(m) ☐ Yes ☐ No, explain Section 6.7
Cost estimates and financial assurance
information as required by R315-309-
2(3)
R315-302-2(2)(n) ☐ Yes ☐ No, explain Section 2.4
Training plan for site operations R315-302-2(2)(o) ☐ Yes ☐ No, explain Section 6.6
IIb. Other Site-Specific Information Pertaining to the Plan of Operation as Required by the Director
Detailed plans and specifications for the
entire composting facility R315-312-3(3)(a) ☐ Yes ☐ No, explain Appendix C
Methods of measuring, grinding, or
shredding, mixing, and proportioning
input materials
R315-312-3(3)(b) ☐ Yes ☐ No, explain Section 6.4
Description and location of temperature
and other types of monitoring
equipment and frequency of monitoring
R315-312-3(3)(c) ☐ Yes ☐ No, explain Section 6.4
Description of any additive materials, including its origin, quantity, quality, and
frequency of use
R315-312-3(3)(d) ☐ Yes ☐ No, explain Section 6.4
Special precautions or procedures for
operation during wind, heavy rain,
snow, and freezing conditions
R315-312-3(3)(e) ☐ Yes ☐ No, explain Section 6.4
Estimated composting time duration,
which is the period from initiation of the
composting process to completion
R315-312-3(3)(f) ☐ Yes ☐ No, explain Section 6.4
For windrow systems, the windrow
construction, including width, length and
height
R315-312-3(3)(g) ☐ Yes ☐ No, explain Section 6.4
Method of aeration, including turning
frequency or mechanical aeration
equipment and aeration capacity
R315-312-3(3)(h) ☐ Yes ☐ No, explain Section 6.4
Description of the ultimate use for the
finished compost, removal methods,
and disposal plan for unused product
R315-312-3(3)(i) ☐ Yes ☐ No, explain Section 6.4
III. Utilization of Domestic Sewage Sludge, Septage, or Municipal Solid Waste
Will the facility accept domestic sewage sludge, septage, or municipal solid waste? ☐ Yes, complete Section III. ☐ No, skip Section
III.
Procedures requiring the generator to characterize the material and certify
that any material used is non-
hazardous, contains no PCBs, and
contains no treated wood
R315-312-3(4)(g) ☐ Yes ☐ No, explain Not required
Documentation the compost piles or
windrows are placed upon a surface
such as sealed concrete, asphalt, clay,
or an artificial liner underlying the pile or
window, to prevent contamination of soil
and/or groundwater, and to allow the
collection of run-off and leachate
R315-312-3(4)(h)(i) ☐ Yes ☐ No, explain Not required
Documentation demonstrating the run-
off systems are designed, installed, and
maintained to control and collect the
run-off from a 25-year storm event
R315-312-3(4)(h)(ii) ☐ Yes ☐ No, explain Not required
Procedures that will be used for
collected leachate to be treated in a
manner as approved by the Director
R315-312-3(4)(h)(iii) ☐ Yes ☐ No, explain Not required
Documentation demonstrating run-on
prevention systems are designed, constructed and maintained to divert
the maximum flow from a 25-year storm
event
R315-312-3(4)(h)(iv) ☐ Yes ☐ No, explain Not required
IV. Closure and Post Closure Care Requirements for Compost Facilities
Closure plan as required by R315-302-
3 meeting the requirements of R315-
312-3(5)(a)
R315-310-3(1)(h)
R315-302-2(2)(m) ☐ Yes ☐ No, explain Section 6.7
Post-closure care plan as required by R315-302-3(6) meeting the
requirements of R315-312-3(5)(b)
R315-310-3(1)(h)
R315-302-2(2)(m) ☐ Yes ☐ No, explain Section 6.7
V. Financial Assurance Requirements for Compost Facilities
Identification of closure costs including
cost calculations as required by R315-
309-2(3)(a)
R315-312-2(4) ☐ Yes ☐ No, explain Section 6.7
Identification of post-closure costs
including cost calculations as required by R315-309-2(3)(b) R315-312-2(4) ☐ Yes ☐ No, explain Section 6.7
Identification of a financial assurance
mechanism, which will cover the costs
of post-closure care, in effect and active
as required by R315-309-2(5)
R315-312-2(4) ☐ Yes ☐ No, explain Not required

SEVIER COUNTY SAGE FLAT LANDFILL
UTAH COMPOST FACILITY PERMIT
APPLICATION
January 21, 2025

Project #: 2411-046

Sevier County Sage Flat Landfill Jones & DeMille Engineering
Project #: 2411-046 UTAH COMPOST FACILITY APPLICATION Page i

TABLE OF CONTENTS
1. Introduction .......................................................................................................................... 1
1.1. Legal Description and Proof of Ownership ................................................................................. 1
1.2. Waste Types Curently Accepeted ............................................................................................... 1
1.3. Compost Site Waste Acceptance ................................................................................................ 2
2. Site Information ..................................................................................................................... 2
2.1. General Description of Existing Facility ...................................................................................... 2
2.2. Area Surved by Facility ............................................................................................................... 3
3. Public Participation Requirements .......................................................................................... 3
4. Location Standards for Compost Facilities ............................................................................... 3
4.1. Site Run-on and Run-off ............................................................................................................. 3
4.2. Wetlands and Watercourses ...................................................................................................... 4
4.3. Surrounding Structures ............................................................................................................... 4
4.4. Historic Preservation .................................................................................................................. 4
5. Construction Schedule ........................................................................................................... 4
6. Financial ................................................................................................................................ 5
6.1. Startup Costs ............................................................................................................................... 5
6.2. Operational Costs ....................................................................................................................... 5
7. Plan of Operation ................................................................................................................... 5
7.1. Waste Handling Procedures ....................................................................................................... 5
7.1.1. Procedures for Excluding the Receipt of Hazardous Waste .................................................. 6
7.1.2. Fugitive Dust and Litter Control ............................................................................................ 7
7.1.3. Procedures for Controlling Disease Vectors .......................................................................... 7
7.2. Record Keeping and Reporting ................................................................................................... 7
7.3. Maintenance and Inspection schedule and Log ......................................................................... 8
7.4. Composting ................................................................................................................................. 8
7.4.1. Composting Process .............................................................................................................. 9
7.4.2. Compost use and Storage .................................................................................................... 10
7.4.3. Site Considerations .............................................................................................................. 10
7.4.4. Adverse Operating Conditions ............................................................................................ 11
7.5. Contingency Plans ..................................................................................................................... 11
7.5.1. Fire or Explosion .................................................................................................................. 11
7.5.2. Explosive Gas Release .......................................................................................................... 12
Sevier County Sage Flat Landfill Jones & DeMille Engineering
Project #: 2411-046 UTAH COMPOST FACILITY APPLICATION Page ii

7.5.3. Failure of a Containment System ........................................................................................ 12
7.5.4. Groundwater ....................................................................................................................... 12
7.5.5. Equipment Failure ............................................................................................................... 12
7.6. Training & Safety Plan for Site Operation ................................................................................. 12
7.7. Closure and Post-Closure .......................................................................................................... 14
7.7.1. Closure and Post Closure Care ............................................................................................ 14
7.7.2. Closure and Post Closure Costs ........................................................................................... 14
Appendix A. Maps .......................................................................................................................... A-1
Appendix B. Property Owner Notification ....................................................................................... B-1
Appendix C. Construction Drawings and Details ............................................................................... C-1
Appendix D. Landfill Wetland, Watercourse, and Floodplain map .................................................... D-1
Appendix E. Historic Preservation Survey ........................................................................................ E-1
Appendix F. Landfill Record Forms .................................................................................................. F-1

Sevier County Sage Flat Landfill Jones & DeMille Engineering
Project #: 2411-046 UTAH COMPOST FACILITY APPLICATION Page iii

TABLES
Table 6-1 Estimated Compost Site Startup Costs ......................................................................................... 5
Table 7-1. Inspection and Monitoring Schedule ........................................................................................... 8
Table 7-2. Estimated Closure Costs ............................................................................................................. 14

Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
1. INTRODUCTION
This report serves as the application for the Sevier County Sage Flat Landfill to operate a composting
facility. The purpose of this report is to comply with R-315-302, 310, and 312 Administrative Rules of the
Utah Waste Management and Radiation Control Board, Utah Department of Environmental Quality.
The Sage Flat Landfill is currently located on roughly 460 acres and permitted for operation of a Class I
and Class IV facility. The landfill serves the citizens of Sevier County and surrounding areas. The landfill is
owned and under the jurisdiction of Sevier County. The contact information for the county is:
Sevier County
P.O. Box 607
250 North Main Street
Richfield, UT 84701
435-979-8655
Technical questions and comments regarding the application can be directed to:
Jones and DeMille Engineering
1535 South 100 West
Richfield, UT 84701
Attn: Micklane Farmer or Justin Telfer
[e-mail] or [e-mail]
[phone]
1.1. LEGAL DESCRIPTION AND PROOF OF OWNERSHIP
The Sevier County Sage Flat Solid Waste Landfill is located in Lots 3 through 6, 12, and the West ½ of the
Southwest ¼ of Section 3; Lots 1 , 9, 10 and the East ½ of the Southeast ¼ of Section 4; the Northeast ¼
of the Northeast 1/4 of Section 9 and the West ½ of the Northwest ¼ of the Northwest ¼ of Section 10
of Township 23 South, Range 1 West, SLBM approximately four miles east of Sigurd Utah. The site
occupies approximately 460 acres of property. In 1994, Sevier County purchased the property from the
Bureau of Land Management (BLM).
1.2. WASTE TYPES CURENTLY ACCEPETED
The following types of waste are currently accepted at the Sage Flat Landfill facility:
• Non-hazardous solid waste that may include:
o Municipal solid waste
o Commercial waste
o Industrial waste
o Construction/demolition waste
• Special waste as allowed by R315-315 of the Utah Administrative Code and authorized in Section
III-I of the site’s permit.
o Special wastes currently accepted include ash, animal carcasses, and asbestos waste
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Sevier County Sage Flat Landfill Page 2 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
• Conditionally exempt small quantity generator hazardous waste as defined in R315-303-
4(7)(a)(i)(B)
1.3. COMPOST SITE WASTE ACCEPTANCE
The proposed compost site for the Sage Flat Landfill will accept the following types of waste:
• Yard and garden waste (already permitted and accepted)
• Clean woody construction material (already permitted and accepted)
• Grease trap waste
• Animal mortalities
• Butcher residuals
Discussions with local businesses suggest roughly 3,200 tons per year of animal products will be sent to
the compost site. The grease trap waste anticipated to be sent to the compost site is approximately
3,000 gallons per month from a single pumping company.
2. SITE INFORMATION
2.1. GENERAL DESCRIPTION OF EXISTING FACILITY
The Sage Flat Landfill was constructed in 1994 and occupies approximately 460 acres of property. The
landfill receives municipal solid waste from all areas of Sevier County. The original expected life of the
landfill was 20 years with a capacity of 1,500,000 cubic yards of waste. Modifications to the landfill
increased its capacity to approximately 2,825,000 cubic yards of waste. The current remaining capacity
of 1,251,692 cubic yards provides an estimated remaining life of roughly 21-years. The landfill is
currently permitted to accept waste until December 22, 2029
Within the site is located a Class I landfill, a Class IV landfill, several maintenance buildings, a tire and
white goods (refrigerators, water heater, other appliances, etc.) collection area, a dead animal pit, and
access roads. The entire site has been surveyed and marked to ensure that all facilities are within the
boundaries of the property. The boundary is marked with barbed wire and chain link fences. However,
there is high relief terrain on the southeast portion of the site and there is no fencing in that area. There
is a paved access road from state Road 24 to the landfill entrance. The roads within the landfill site are
gravel to provide access to the various disposal areas. An overview map of the landfill layout is included
in Appendix A.
The landfill is located at Sage Flat, a remote narrow, north-south trending valley approximately four
miles east of Sigurd, Utah. Sage Flat is in a semi-arid region of Utah receiving an average annual
precipitation of less than 1O-inches. The landfill is in a roughly 3,000-foot-wide valley in the Cedar
Mountains. The surface topography in the area of the Class I site is relatively flat and slopes gently to the
south. South of the Class I site, the valley narrows, and the surface topography slopes down about 80
feet before reaching the flat lying area of the Class IV site, where the valley widens again. The Sage Flat
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 3 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
soils are derived from alluvium and alluvial fans revealing sequences of silty clays, silts, silty sands, and
gravel with occasional cobbles. The upper-most aquifer that underlies the site occurs in the
unconsolidated alluvium under water-table (unconfined) conditions. Depth to the groundwater under
the proposed Class I and IV sites is approximately 165 and 950 feet below the ground, respectively. The
land use of adjacent properties to the Sage Flat Landfill boundary are designated as grazing, recreation,
and forestry (GRF-l).
2.2. AREA SURVED BY FACILITY
The Sage Flat Landfill serves the residents and businesses within the boundaries of Sevier County. Sevier
County has an area of 1,918 square miles. Sevier County is located in Central Utah and is mainly a rural,
Agricultural County. Richfield City is the county seat and located along Interstate 70. From the 2020
census, the population of Sevier County was estimated to be 21,522.
3. PUBLIC PARTICIPATION REQUIREMENTS
The property surrounding the Sage Flat Landfill is entirely owned by the US Bureau of Land Management
(BLM). The contact information for the Utah State Office of the BLM is:
Utah Office of the Bureau of Land Management
440 West 200 South, Suite 500
Salt Lake City, UT 84101
801-539-4001
[e-mail]

The BLM was notified of the application for a composting facility via letter in January of 2025 and a copy
of the letter is included in Appendix B.

4. LOCATION STANDARDS FOR COMPOST FACILITIES
The proposed compost facility will be located in a remote area of Sevier County. The landfill currently
accepts animal mortalities for burial. The change to composting should reduce the odors generated. The
site’s remote location further reduces the risk of odor complaints from neighbors. The facility sits on
soils with a high clay content which reduces the risk of groundwater contamination.
4.1. SITE RUN-ON AND RUN-OFF
The landfill currently has a run-on control system designed for the 25-year storm surrounding the
property. This system will prevent run-on from entering the compost site. An existing landfill drainage
ditch runs across the eastern and southern borders of the compost site. A second ditch will be added
across the northern boundary to capture runoff in that direction. The new ditch will be sized to handle
the 25-year compost site storm run-off and convey the flow to the landfills existing drainage system.
Any solids or debris carried into the drainage system will be captured in existing detention basins and
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 4 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
removed for proper disposal. The new compost site run-off ditch will be constructed following details
found in the landfills Operating Permit and shown in Error! Reference source not found..
4.2. WETLANDS AND WATERCOURSES
According to the National Wetlands Inventory (NWI) there are 2 ephemeral streams that cross the
landfill. When the landfill was built the northern watercourse was conveyed through the site. The
southern watercourse currently drains naturally into a small detention pond on the landfill property. A
drainage ditch sized for the 25-year 24-hour storm event will be constructed to better direct this
watercourse into the pond. The ditch will be constructed according to details found in the landfills
current operating permit and shown in Appendix C. An NWI map of the landfill site is included in Error! R
eference source not found..
4.3. SURROUNDING STRUCTURES
The Sevier County Sage Flat Landfill is located in a remote valley with no surrounding structures of any
kind. The maps found in 0 show that there are no permanent residences, schools, hospitals, institutions,
office buildings, restaurants, churches, or structures of any kind within 500 feet of the landfill. In
addition, the compost site is roughly 2,500 feet from the nearest landfill structure.
4.4. HISTORIC PRESERVATION
The proposed compost site is above closed and covered waste trenches. Historical and archeological
identification efforts for the proposed site would have been conducted when permitting the closed
waste site. Because the site has already been used for waste disposal and is heavily disturbed no
historical or archeological identification was performed.
A notice of concurrence from the state historic preservation officer showing no historic properties will
be affected by the compost site is included in Error! Reference source not found..
5. CONSTRUCTION SCHEDULE
The proposed site is accessed by existing facility roads and will only need minor site grading, drainage
construction, and compaction. The landfill and county employees will conduct all construction activities.
Construction will begin as soon as possible. The project could start as soon as April if an operating
permit is approved and the ground dries sufficiently for construction. From start to finish the project is
estimated to take approximately 2 months.
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Sevier County Sage Flat Landfill Page 5 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
6. FINANCIAL
6.1. STARTUP COSTS
The landfill has the necessary equipment and knowledge to construct the compost site in-house. Soil in
the landfill and surrounding areas is high in clay and will be used for the composting floor. The clay soil
will be graded and compacted to provide a smooth low permeability liner. A drainage berm and ditch
will be created to direct compost site run-off to an existing detention basin. The estimated costs for the
compost site can be found in Table 6-1.
Table 6-1 Estimated Compost Site Startup Costs
Task Quantity Units Unit Cost Total Cost
Site Grading C.Y. 2,750 $3.00 $8,250
Soil Compaction S.Y. 14,000 $1.00 $14,000
Drainage System Excavation L.F. 1,500 $1.00 $1,500
Long Stem Thermometer 4 Each $2,000 $8,000
Total $31,750
6.2. OPERATIONAL COSTS
The landfill plans to hire a contractor to operate the compost facility for the initial years of operation.
Hiring a contractor will provide lower startup costs for the landfill, reduce the needed employees, and
allow the landfill to learn from the contractor. The yearly cost for a contractor to run the facility is
expected to be covered by the sale of compost.
In the future the landfill may operate the compost site in-house. If the landfill takes over the operation,
they may purchase a compost windrow turner and hire a new employee. The Turner is expected to cost
$90,000 and the employee pay will be covered by compost sales and tipping fees. The turner will reduce
the time required by the compost operator but is not needed as the piles can be turned with a loader.
7. PLAN OF OPERATION
7.1. WASTE HANDLING PROCEDURES
A member of the County Commission will always be designated as the Director of Solid Waste Services
and have supervisory responsibility over the landfill. Daily operation of the landfill is under the direction
of the Landfill Manager. When the Landfill Manager is absent, a senior operator will be designated to be
in charge of the landfill.
At the beginning of each working day, the Landfill Manager is responsible for informing his operators
where to direct the various types of waste for disposal. The operator will direct each customer to the
proper location for disposal of the waste. The landfill will be always attended by an operator or the
Landfill Manager during landfill operating hours.
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 6 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
The landfill has a scale for weighing waste loads that are brought to the landfill. The scale is located at
the main entrance to the landfill, next to the maintenance building. Each waste load is weighed prior to
disposal.
The landfill has the following equipment available for use on the compost site:
o John Deere 624k Loader
o Caterpillar 938M Loader
o Caterpillar 973 Track Loader
o Caterpillar 826K Compactor
o Caterpillar D8T Dozer
o 2 Peterbilt Dump Trucks
o GMC Service Truck
o Ford F-250 Pickup
o Kenworth T-300 Water Truck
o Sheepsfoot Compactor
7.1.1. PROCEDURES FOR EXCLUDING THE RECEIPT OF HAZARDOUS WASTE
The following types of waste will be accepted for use by the compost facility:
• Yard wastes
• Food wastes
• Clean paper waste
• Animal mortalities
• Butcher remnants
• Clean biodegradable construction material
• Sawdust
• Animal manures
• Pre-solidified blood passing the paint filter test described in EPA Method 9095B
The following types of waste will not be accepted at any time for composting:
o Hazardous wastes as defined in R315-261-3
o PCB’s as defined in R315-301-2(53)
o Toxic waste
o Chemical wastes
o Treated woods
Signage specifying the acceptable and unacceptable waste types will be posted at the landfill gate. The
operator at the gate and the operator at the compost site are each responsible for identification and
prohibition of excluded wastes. All employees will be trained in methods and techniques for spotting
prohibited liquid waste, drums, waste in sealed containers, red-bag waste, and waste which exhibits
unusual odors or markings. These methods and techniques will be used for thorough inspections at the
gate. All such waste will be refused access to the landfill; if such waste is discovered at the compost site
it will be segregated from the other waste pending alternative disposal. When possible, information on
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 7 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
violators of the hazardous waste policies will be recorded including date, name of hauler, and license
plate number.
The generators of any animal products will be required to certify that the waste does not contain
hazardous materials. Large generators will also be required to have animal products tested on a
quarterly basis to verify no hazardous waste is present. Records of this testing will be maintained in the
main landfill building.
At least one percent of incoming compostable loads will be inspected. Loads will be selected at random
by the operator at the gate. The vehicle will be stopped, and the operator will conduct a trained
inspection, looking specifically for prohibited waste materials. A “Waste Inspection Report” form (see
Error! Reference source not found.) will be completed and filed on every inspection conducted. The d
aily operating log also notes waste inspection conducted (see Error! Reference source not found.). The
Landfill Manager will have the ultimate authority and responsibility to decide whether to accept or
reject waste material.
7.1.2. FUGITIVE DUST AND LITTER CONTROL
The landfills water truck will be used to wet down traveled areas, areas of heavy excavation activity, and
the compost windrows to reduce fugitive dust generation.
The compost site will consist of two separate areas namely a green waste area and the composting area
itself. The green waste site is already used and is surrounded by a large dirt berm that limits wind and
prevents litter from leaving. If any litter is blown from the site, it will be collected by the perimeter
fence. The composting area should have minimal litter present as the majority will be removed in the
green waste area. Any litter in the compost windrows will be controlled with the addition of water and
windrow mixing. Roughly every two weeks an inmate work crew from the Sevier County Jail will gather
all visible litter from the perimeter fence, the green waste berms, and the compost windrows.
7.1.3. PROCEDURES FOR CONTROLLING DISEASE VECTORS
Disease vectors in the compost will be controlled through temperature and the green waste cover of the
animal products. No animal products will be left uncovered beyond the day they are accepted. The
windrows will be left unturned for up to 6 months after initial cover to allow full decomposition of
animal products in a protected environment. Surface water controls will be used to reduce ponding
issues and further reduce disease vectors.
7.2. RECORD KEEPING AND REPORTING
The landfill manager maintains the following operating records for the compost site:
• Record of waste accepted (Animal product acceptance form found in Appendix F)
• Record of windrow monitoring (Record form found in Appendix F)
• Records of operator training
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 8 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
• Generator certifications of non-hazardous wastes
Any waste type that can be sent to the Class I or IV sites will be recorded on the landfill’s existing
recording forms.
7.3. MAINTENANCE AND INSPECTION SCHEDULE AND LOG
A schedule is provided in
Table 7-1 to ensure proper operation and monitoring.
Table 7-1. Inspection and Monitoring Schedule
Inspection/Monitoring Activity Frequency
Windrow temperature Daily
Access road conditions and maintenance As needed during operation
Fence inspection and maintenance Monthly
Run-on containment systems Monthly or following significant storm events
Composting area Monthly and after clearing a compost windrow
Run-off containment system Monthly or following significant storm events
Landfill equipment maintenance Per manufacturer recommendation or as needed
Gas monitoring Quarterly
The following monitoring equipment and documentation will be housed in the landfill’s main office: long
stem thermometers, waste acceptance records, maintenance equipment, compost monitoring forms,
site schematics, and equipment maintenance records.
7.4. COMPOSTING
Composting is a biological process where organic products are broken down into a soil-like substance by
invertebrates and microorganisms. Waste types already accepted by the landfill such as yard waste,
paper waste, food waste, animal products, and certain construction waste are used for the composting
process; thereby reducing the amount of waste requiring traditional disposal. The product, compost, is
then used to improve soil in the surrounding communities. Compost operations therefore benefit both
the landfill and the surrounding population.
To achieve the fastest and most efficient composting requires controlling four main factors: carbon,
nitrogen, oxygen, and temperature. The compost site will use grass, wood chips, garden wastes, clean
biodegradable construction material, sawdust, and paper wastes as the carbon source. The addition of
wood chips or other bulky pieces is critical to the compost process as they create airways and allow
oxygen to enter the compost. The facilities nitrogen source will consist of animal mortalities, butcher
residuals, pre-solidified blood, grease trap waste, and food waste.
The time required for complete composting will depend on the carbon to nitrogen ratio, surface area,
moisture content, temperature, and the size of the nitrogen source type. The temperature will be the
main source of control during the process and is adjusted by altering the surface area, water content,
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 9 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
and frequency of turning. The estimated duration of composting will be 2-12 months depending on the
materials used as a nitrogen source. Full animal mortalities will require the longest time frame due to
the large size of the material. The smaller compostable materials, such as food waste, will produce a
ready compost in the shortest time.
7.4.1. COMPOSTING PROCESS
Aerated windrows will be utilized as the composting method. Because the composting process can vary
depending on site conditions and input materials the exact process will vary from windrow to windrow.
A composting contractor will initially be used to work the site and to improve their composting process
when possible. The general process will consist of the following steps.
1. Before the composting process can begin, sufficient green waste material will be produced on
site or purchased. Large woody materials such as tree trimmings or clean biodegradable
construction wastes will be chipped to pieces with an average size of 1-2 inches. The chipped
material will then be mixed with other garden waste products in a roughly 1:1 ratio. The mixture
of mulch and garden waste is needed to provide a cover material that both allows airflow and
provides small material that is easily broken down by the composting process.
2. Because the site is over a closed waste trench, care will need to be taken to avoid surface
damage. Before any new compost windrows are created the site will be inspected and re-
graded/compacted as necessary.
3. A bedding of the green waste mixture will be laid out 10-12 feet wide and 2 feet deep. This bed
will act as both a carbon source for composting and a sponge to prevent liquid runoff.
4. The windrows will be assigned a number and temperature monitoring sheet.
5. Separate windrows will be created for large animal carcasses, butcher residuals, and small
compostable materials. The nitrogen sources will be placed 1-2 feet deep on the green waste
bed. A cover layer of green waste mixture 2 feet deep will be placed on the tops and sides. A
second layer of nitrogen source will be added followed by a final cover of green waste mixture.
The nitrogen sources will be covered at the end of each business day to reduce odors, disease
vectors, and animal activity.
6. The finished windrows will be roughly 10-12 feet wide, 8-10 feet tall, and 400-500 feet long.
7. After a windrow is finished it will be left unturned to allow for decomposition. The length the
row will be allowed to sit will vary based on the nitrogen source. Full animal carcasses will be
left for up to 6 months, butcher residuals up to 2 months, and the other small compostables up
to a week.
8. Moisture content will be kept between 40-60 percent and will be monitored using the “squeeze
test”. Raising the moisture will be done with the sites water truck. If the water content is too
high the row will be turned or have dry green waste added.
9. Internal windrow temperature will be checked and recorded 3 times per day using a long stem
thermometer. Due to the length of the windrows, temperature will be monitored at both ends
and near the middle. When not in use the thermometers will be stored in the main building at
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 10 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
the landfills gate. Temperature monitoring will not begin until after the initial resting period
ends.
10. After sitting for the required decomposition time, the piles will be turned with a loader or
specialized compost turner. This will improve aeration and ensure complete composting of the
windrow. The turning frequency will vary depending on the nitrogen source and internal
windrow temperature. Rows will be turned when temperatures exceed 140°F or drop below
90°F. If composting is proceeding in a way temperatures do not leave this range, then full animal
carcass windrows will be turned monthly while butcher residuals and small compostable
windrows will be turned weekly.
11. A compost windrow will be considered complete when the temperatures begin to drop, even
with turning. A prolonged temperature drop, even after turning, suggests diminished microbial
activity and completion of the composting process. Completed compost material will be
screened to remove any metals or large materials. The screened compost will be stockpiled for
public sale. Any materials removed by the screen will be disposed of in the proper manner or re-
composted.
The green waste used for bedding and cover will mainly come from green waste sites around Sevier
County. Initially the woody material will be chipped by a contractor and stockpiled for later use. In the
future the landfill may purchase and operate their own chipper. The mixing of green waste and creation
of windrows will be accomplished with the facilities existing loaders.
The thickness of green waste and nitrogen source layers will be adjusted based on the composting
process. If the temperature of the windrows is low, indicating slow composting, the green waste layer
will be increased or the nitrogen will be decreased in future rows. If an ammonia odor is generated by a
windrow, then more green waste will be added to the row and future row layering will be altered.
7.4.2. COMPOST USE AND STORAGE
The final compost product is meant to be sold the public. This will require effective monitoring of
temperature during the process to ensure the product can be considered compost. Before being
classified as compost the temperature must reach between 104 and 149°F for at least 5 days. The
compost must also reach at least 131°F for a consecutive 4 hours in that five-day period. If a windrow
does not reach the proper temperatures, it cannot be classified as compost and the material will be re-
composted or sent to the Class I landfill for disposal. Compost sold will be weighed and fees collected at
the existing facility scale house. At least 50% of a completed compost row will be removed within two
years, as outlined by the site’s permit.
7.4.3. SITE CONSIDERATIONS
Several site considerations will improve the efficiency of the composting process. The windrows will be
created in a north to south orientation. This is needed during winter months to allow both sides of the
windrow to be hit with sunlight. If the windrows run from east to west then the north facing side can
freeze in winter months, delaying the compost process.
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 11 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
The site will also be graded so that seepage from windrows will run to the neighboring pile. The downhill
ends of compost windrows will have small berms protruding to catch any runoff that escapes a windrow.
This will help reduce odors and disease vectors caused by uncontained seepages. Maps of the compost
site are included in Appendix A and construction drawings with details are included in Appendix C.
7.4.4. ADVERSE OPERATING CONDITIONS
The following adverse operating conditions will be handled with the procedures listed below:
Wind: Additional water will be added to the windrows as necessary to increase moisture content
and reduce fugitive dust.
Heavy Rain: Drainage systems will be monitored and maintained as necessary during heavy
rains. Drainage between windrows will also be monitored and maintained, as necessary.
Snow and Freezing Temperatures: During winter months the windrows will be built with extra
cover to provide insulation. Melting snow will provide water content and increase moisture
thereby reducing watering requirements. During winter months the composting process will
likely be slowed and increased time will be added to ensure complete composting.
7.5. CONTINGENCY PLANS
Contingency plans are designed to minimize hazards to human health and the environment. These plans
are created to handle any unplanned discharge to air, soil, or off-site water bodies. The provisions of this
plan shall be carried out immediately when there is an emergency situation or release which could
threaten human health or the environment. Emergency evacuation of the site will not be necessary
given the nature of the waste materials stored and processed at the site. The nature of the materials
used for composting creates a low probability of fire, explosion, or toxic vapor generation. Contingency
plans are as follows:
7.5.1. FIRE OR EXPLOSION
The primary means of fire control will be the exclusion and or isolation of hot or burning loads. In the
event that fires do erupt during operating hours, the burning material will be separated from other
material and covered with soil, using onsite earthmoving equipment. This action will be supported,
when necessary, by the availability of additional equipment owned and operated by the County Road
Department.
Small fires may be extinguished with the fire extinguishers provided in site vehicles or by using the site
water truck. Upon notification of an onsite fire or explosion which is not controllable with onsite fire
protection equipment, a long blast on a vehicle horn will be sounded, nonessential equipment will be
shut down, and all site personnel will assemble outside the landfill entrance. The Sigurd Fire Department
will be alerted, and all personnel will move to a safe distance from the involved area until the fire is
extinguished. Secondary fire control will be supported by the Richfield City Fire Department and other
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Sevier County Sage Flat Landfill Page 12 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
fire departments in Sevier County as needed. The telephone number and location of the nearest fire
station will be displayed in a conspicuous place in the site office. The landfill employees will participate
in a fire drill conducted semi-annually.
Fires which occur during times that the landfill is closed are more difficult to control due to the time
available for the fire to spread. If a fire is reported after hours, the Landfill Manager may utilize site
equipment to segregate the burning portion and bury the fire with soil. Otherwise, the local fire
department will be summoned to fight the fire.
7.5.2. EXPLOSIVE GAS RELEASE
Under proper operating conditions a compost pile will not generate any significant amount of explosive
gas. However, the landfill Manager is responsible for quarterly monitoring of landfill gas using a
methane detection meter capable of measuring methane at levels below the Lower Explosive Limit
(LEL). Gas monitoring will be conducted to test for methane at the LEL at the facility boundary and at
twenty five percent of the LEL in the facility structures. In the event that explosive gases are detected
above the LEL during monitoring, or at any other time, the emergency audible alarm and evacuation
procedures will be implemented.
7.5.3. FAILURE OF A CONTAINMENT SYSTEM
No containment system is being proposed for the site because the composting operation will not be
accepting domestic sewage sludge, septage, or municipal solid waste.
7.5.4. GROUNDWATER
Because the composting operation will not be accepting hazardous wastes there is little risk to
groundwater. The aquifer below the site is also roughly 950 feet below the surface, allowing adequate
time for natural treatment of water. No additional groundwater monitoring is being proposed at the
site. The groundwater plans described in the landfills current permit will be used at the composting site.
7.5.5. EQUIPMENT FAILURE
The existing landfill facility has a several loaders available. In the event the primary composting
equipment is unusable for any reason, the facilities other equipment will be used for temporary
compost work. Composting contractors may also be hired temporarily to handle compost operations
until the landfill equipment is returned to usable condition.
7.6. TRAINING & SAFETY PLAN FOR SITE OPERATION
Each employee who works with solid waste at the Sevier County Landfill facility will be trained and have
a working knowledge of basic maintenance and operational techniques necessary to operate and
maintain the landfill facility in a manner which does not endanger human health and safety or
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Sevier County Sage Flat Landfill Page 13 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
environmental quality. Training will be accomplished through on-the-job training (OJT) and classroom
training sessions. Training sessions will be those sponsored by the Solid Waste Association of North
America (SWANA). All operators and managers will complete at a minimum the following courses of
instruction: “Landfill Operator Training,” and “Waste Screening at Municipal Solid Waste Landfills.” The
training program will be directed by the facility manager, or a designated professional trainer. Initial OJT
will be completed within three months of employment followed by completion of SWANA courses
within one year.
TRAINING SCHEDULE
A. Introductory Training (half hour minimum): Synopsis of solid waste regulations, record
keeping and transporter requirements.
Requirement: All Personnel
Method: OJT
Review: Annual
B. Policies and Procedures (half hour minimum): Security, inspections, and emergency
response.
Requirement: All Personnel
Method: OJT, lecture/video course
Review: Annual
C. Safety (one hour minimum): Personal protection, hazardous waste recognition,
hazardous material handling, emergency response and first aid.
Requirement: All Personnel
Method: Lecture/video course
Review: Annual
If the landfill decides to begin operating the composting site in-house, compost training will be added to
the training schedule. The “Managing Composting Program” offered by SWANA will be a required
training for the landfill manager and selected operators. The course is available online and will be
reviewed every 5 years. All employees operating the compost site will meet monthly to discuss any
issues and determine corrective actions.
Training records will be kept in the main landfill building for at least five years.
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page 14 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
7.7. CLOSURE AND POST-CLOSURE
7.7.1. CLOSURE AND POST CLOSURE CARE
If possible, final closure of the composting site will be up to 12 months after the final waste load is
accepted. This will allow all materials at the site to be composted. Within 30 days of closure, all
compost, mulch, and material will be removed from the composting site. Any remaining material that
has not been fully composted will be disposed of in the Class IV landfill site or transported to an
appropriate disposal location. Any remaining finished compost will be given to the public or stockpiled
for use as an alternative cover. Any standing water on the composting site will be evaporated or
disposed of properly. Native soils will then be graded over the compost site to ensure no standing water
in the future. Post closure monitoring and activities will follow the requirements in R315-302-3. Because
the compost site is located on the cover of a previously closed waste trench, monitoring is already
described in the facilities plan of operation. After successfully closing the compost area, the site will be
recorded as having been a composting facility with the county recorder.
7.7.2. CLOSURE AND POST CLOSURE COSTS
The estimated closure costs are shown in Table 7-2. For the closure cost estimates it was assumed that
1,000 cubic yards of compost will require hauling to the landfills Class IV site and 2-inches of native
cover is graded over the site.
Table 7-2. Estimated Closure Costs
Task Quantity Units Unit Cost Total Cost
Remaining Compost Removal 1,000 C.Y. $5.00 $5,000
Site Grading/Topsoil Cover 3,900 C.Y. $3.00 $11,700
Reseeding Compost Site 1 L.S. $2,500 $2,500
Total $19,200

Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page A-1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
APPENDIX A. MAPS
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
PROPOSED COMPOST SITE
PROPOSED ANIMAL PITS
Existing Animal Pit
Existing Class IV Pit
Existing Class I Pit
Future Class I Pit
Existing Metals Recycling Collection Area
Main Building
Scale
Maintenance Building
Existing Waste Tire Collection Area
PROPOSED HIGH LIQUID WASTE MIXING PAD
Existing Green Waste
Existing Closed
Asbestos Pit
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© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.IT'S FREE AND IT'S THE LAW.
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page B-1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
APPENDIX B. PROPERTY OWNER NOTIFICATION

January 21, 2025

Bureau of Land Management – Richfield Field Office
150 E 900 N
Richfield, UT 84701

RE: Notice of intent to apply for solid waste permit

To whom it may concern,

Jones & DeMille Engineering is working with Sevier County and the Utah Department of
Environmental Quality to authorize a composting facility at the Sevier County Sage Flat Landfill.
We are currently in the process of evaluating impacts associated with the addition of the
composting facility.

The composting facility will be within existing landfill boundaries and no impact will occur
outside of the authorized boundaries. This letter is notifying you as an adjacent landowner of the
proposed composting facility.

If you have any questions, please contact:
Cory Condie
[phone]
[e-mail]
or
Justin Telfer
[phone].
[e-mail]

Thank you for your assistance in this matter.

Sincerely,
JONES & DeMILLE ENGINEERING, INC.

Justin Telfer
Graduate Engineer

Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page C-1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
APPENDIX C. CONSTRUCTION DRAWINGS AND DETAILS
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
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2411-046
VICINITY MAP
SHEET NO.PROJECT NO.
APPROVAL
RECOMMENDED FOR APPROVAL:
DATE
APPROVED:
DATE
Jones & DeMille Engineering, Inc.
1.800.748.5275 www.jonesanddemille.com
GIS - ENVIRONMENTAL - MATERIALS TESTING
CIVIL & STRUCTURAL ENGINEERING - SURVEYING
- shaping the quality of life -
INDEX TO SHEETS
SHEET NO.SHEET TITLE
TITLE TITLE
LEGEND LEGEND
INDEX INDEX
SITE-01 to SITE-07 SITE
DT-01 to DT-09 DETAILS
SUBMITTAL:REVIEW - NOT FOR CONSTRUCTION
TITLE
SEVIER COUNTY, SEVIER, UTAH
2023
SEVIER COUNTY
LANDFILL PERMITTING
SEVIER COUNTY
SAN JUAN
KANEWASHINGTON
IRON GARFIELD
WAYNEPIUTEBEAVER
MILLARD
SEVIER
EMERY GRAND
SANPETE
CARBON
JUAB
UTAH
WASATCH DUCHESNE
UINTAH
DAGGETTSUMMIT
SALT LAKE
TOOELE
DAVIS
MORGAN
WEBER
RICH
CACHE
BOX ELDER
IDAHO
WYOMING
CO
L
O
R
A
D
O
NE
V
A
D
A
ARIZONA
PROJECT LOCATION
I-70
SR-24
SEVIER COUNTY
LEGEND
EDGE OF ASPHALT
EDGE OF CONCRETE
EDGE OF GRAVEL SURFACING
EDGE OF DIRT SURFACING
EDGE OF ASPHALT SURFACING TOP BACK OF CURB
LIP OF CURB
TOP OF SIDEWALK
TOP OF CONCRETE
TOP OF GRATE
EDGE OF ASPHALT
FLOW LINE OF GUTTER
FLOW LINE OF CULVERT
SIDEWALK
FINISHED GROUND
TOP OF ASPHALT
EXISTING GRAVEL SURFACING
PROPOSED GRAVEL SURFACING
STREET SIGN
TBC
LOC
TSW
TOC
TOG
EOA
FLG
FLC
SW
FG
TOA
SANITARY SEWER LINE
CULINARY WATER LINE
BURIED POWER LINE
FENCE LINE (BARBED OR STOCKTIGHT)
DRAINAGE CULVERT
FLOW LINE OF DITCH
BURIED TELEPHONE LINE
NATURAL GAS LINE
BURIED CABLE TV LINE
CULINARY WATER VALVE
SANITARY SEWER MANHOLE
TREE
CONCRETE SURFACING
DELINEATOR POST
PROPERTY LINE
IRRIGATION LINE
EXISTING RIGHT OF WAY LINE
SANITARY SEWER MANHOLE
CULINARY WATER VALVE
DRAINAGE CULVERT
CULINARY WATER LINE
SANITARY SEWER LINE
SECTION LINE
PROPOSED RIGHT-OF-WAY LINE
SUBDIVISION BOUNDARY LINE
LOT LINES
QUARTER SECTION LINE
(P.U.E.) PUBLIC UTILITY EASEMENT
DEED LINE
FIRE HYDRANT
FIRE HYDRANT
STRUCTURE
DELINEATOR POST
STREET SIGN
TOP OF CUT LIMITS
TOE OF FILL LIMITS
CULINARY WATER METER
WATER METER
POWER POLE & GUY WIRE
STORM DRAIN
SANITARY SEWER SERVICE
POWER POLE
EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES
(SIDEWALK, CURB, GUTTER, ETC.)
FENCE LINE (CHAIN LINK)
TELEPHONE PEDESTAL
OVERHEAD CABLE TV LINE
OVERHEAD POWER LINE
OVERHEAD TELEPHONE LINE
BURIED POWER LINE
OVERHEAD POWER LINE
BURIED TELEPHONE LINE
OVERHEAD TELEPHONE LINE
BURIED CABLE TV LINE
OVERHEAD CABLE TV LINE
NATURAL GAS LINE
IRRIGATION LINE
STORM DRAIN
FENCE LINE (BARBED OR STOCKTIGHT)
FENCE LINE (CHAIN LINK)
FIBER OPTIC LINE
FIBER OPTIC LINE
MAILBOX
MAILBOX
ABBREVIATIONS
POWER POLE
COMMUNICATION MANHOLE
RIGHT-OF-WAY
SEWER MANHOLE
LEFT
RIGHT
EPP
CMH
R/W
SMH
L / LT
R / RT
TEMPORARY T.C.E.
PUBLIC UTILITY EASEMENTP.U.E.
CONSTRUCTION EASEMENT
STATIONSTA
EXISTING CITY BLOCK LINESBLOCK LINE
EXISTING N/A LINE
1/2
3
/
2
0
2
5
LEGEND
LA
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F
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L

P
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SHEET NO.
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:
PL
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:
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
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SE
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C
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N
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NO
N
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WATER MANHOLE
LIGHT POLE
LIGHT POLE
RE
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-

N
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F
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CO
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GAS METER
GAS METER
SMH
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G.W.
T
CABLE TV PEDESTAL
SMH
SCO
M
EPP
SCO SANITARY SEWER CLEAN OUT
M
WMH
M
IRRIGATION MANHOLEIMH
IM IRRIGATION METER
SDM STORM DRAIN MANHOLE
SITE-01
SITE-02
SITE-03
SITE-04
SITE-05
SITE-06
SITE-07
1/2
3
/
2
0
2
5
INDEX
LA
N
D
F
I
L
L

P
E
R
M
I
T
T
I
N
G
IN
D
E
X
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:
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
CLASS I PIT (CLOSED)
CLASS I PIT (ACTIVE)
CLASS I PIT (ACTIVE)
CLASS I PIT (FUTURE)
CLASS I PIT (FUTURE)
CLASS I PIT (FUTURE)
CLASS I PIT (FUTURE)
1/2
3
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2
0
2
5
SITE-01
LA
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
MAIN
BUILDING
MAINTENANCE
BUILDING
MAINTENANCE
BUILDING
MAIN GATE
SCALE
METALS
RECYCLING
COLLECTION
AREA
40.00'
40
.
0
0
'
HIGH LIQUID WASTE
MIXING PAD
WASTE TIRE
COLLECTION
AREA
CLOSED
CONCRETE PIT
1/2
3
/
2
0
2
5
SITE-02
LA
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P
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Blue Stakes of
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1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
CLASS IV PIT
CLASS IV PIT
1/2
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SITE-03
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Blue Stakes of
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1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
CLOSED
ASBESTOS
PIT
GREEN
WASTE
ANIMAL
PIT
PROPOSED
COMPOST
SITE
33
0
.
0
0
'
25
0
.
0
0
'
17
0
.
0
0
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85
.
0
0
'
69
.
0
0
'
18.00'
12.00'
30
.
0
0
'
40
0
.
0
0
'
500
.
0
0
'
490
.
0
0
'
480
.
0
0
'
470
.
0
0
'
420
.
0
0
'
300
.
0
0
'
24.00'
PROPOSED
ANIMAL PITS
PROPOSED GRAVEL ROAD
PROPOSED GRAVEL ROAD
Existing Gravel Road
1/2
3
/
2
0
2
5
SITE-04
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO 12+0
0
13+0
0
14+0
0
14+7
4
PC: 11+31.54
PT: 1
1
+
9
8
.
0
6
EP: 1
4
+
7
4
.
2
5
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
PROPOSED GRAVEL ROADWAY
RETENTION BASIN
Existing Gravel Roadway
EXISTING DRAINAGE DITCH
PROPOSED DRAINAGE DITCH
COMPOST PILE
33
0
.
0
0
'
25
0
.
0
0
'
17
0
.
0
0
'
85
.
0
0
'
69
.
0
0
'
18.00'
12.00'
30
.
0
0
'
40
0
.
0
0
'
50
0
.
0
0
'
490
.
0
0
'
48
0
.
0
0
'
47
0
.
0
0
'
42
0
.
0
0
'
30
0
.
0
0
'
24.00
'
PROPOSED DRAINAGE DITCH
1/2
3
/
2
0
2
5
SITE-05
LA
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L
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
MAIN
BUILDING
MAINTENANCE
BUILDING
MAINTENANCE
BUILDING
MAIN GATE
SCALE
METALS
RECYCLING
COLLECTION
AREA
40.00'
40
.
0
0
'
HIGH LIQUID WASTE
MIXING PAD
WASTE TIRE
COLLECTION
AREA
1/2
3
/
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0
2
5
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.
IT'S FREE AND IT'S THE LAW.
© 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TMAP MOBILITY Earthstar Geographics SIO
PROPOSED GRAVEL ROAD ACCESS
FENCE LINE
BOTTOM OF PIT. ALL PITS ARE MAXIMUM 50'
WIDE AT BASE. ALL PITS ARE MAXIMUM 50'
DEEP.
TOP OF PIT. ALL PITS ARE MAXIMUM 150' WIDE
AT TOP. SLOPES ON PIT EDGES ARE 1V:1H.
EXISTING ROADWAY TO BE ABANDONED
S
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.
2
3
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7
3
0
.
6
3
V DITCH TO DRAIN INTO RETENTION POND
1
8
2
.
0
0
'
2
0
0
.
0
0
'
76.00'
58.00'
DRAINAGE BERM
6
4
0
.
0
0
'
5
2
0
.
0
0
'
4
1
0
.
0
0
'
310.00'
50.00'
50.00
'
50.00
'
MI
N
.
50
'
OF
F
S
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T
FR
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M
FE
N
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E
LI
N
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EXISTING ROADWAY TO REMAIN IN PLACE
ANIMAL PIT GRAVEL ACCESS
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0
2
5
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.IT'S FREE AND IT'S THE LAW.
GREEN WASTE BED
NITROGEN SOURCE
GREEN WASTE
NITROGEN
SOURCE
GREEN WASTE
1.
5
0
'
2.
0
0
'
2.
0
0
'
1.
5
0
'
2.
0
0
'
12.00'
8.00'
4.00'
COMPOST PILE CROSS SECTION
9.00'2.00'9.00'2.00'
2%2%
1 1
NOTES:
1.DRAIN ROADWAY TOWARD RETENTION BASIN.
COMPOST PILE ROAD TYPICAL SECTION
12.00'2.00'12.00'2.00'
2%2%
1 1
NOTES:
1.DRAIN ROADWAY TOWARD RETENTION BASIN.
ROAD TYPICAL SECTION
6" UNTREATED BASE COURSE
6" UNTREATED BASE COURSE
1/2
3
/
2
0
2
5
DT-01
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Blue Stakes of
Bluestakes.org
1-800-662-4111CALL BEFORE YOU DIG.IT'S FREE AND IT'S THE LAW.
1V:1
H
ANIMAL PIT CROSS SECTION
VARIES
WIDTH VARIES (50' MAX)
VAR
I
E
S
WIDTH VARIES (50' MAX)WIDTH VARIES (50' MAX)
DE
P
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V
A
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(
5
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M
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1V:1H
1/2
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DT-02
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Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page D-1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
APPENDIX D. LANDFILL WETLAND, WATERCOURSE, AND FLOODPLAIN MAP
Sevier County Sage Flat Landfill
U.S. Fish and Wildlife Service, National Standards and Support Team,[e-mail]
Wetlands
Estuarine and Marine Deepwater
Estuarine and Marine Wetland
Freshwater Emergent Wetland
Freshwater Forested/Shrub Wetland
Freshwater Pond
Lake
Other
Riverine
December 18, 2024
0 0.5 10.25 mi
0 0.8 1.60.4 km
1:30,093
This page was produced by the NWI mapperNational Wetlands Inventory (NWI)
This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site.
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page E-1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
APPENDIX E. HISTORIC PRESERVATION SURVEY

December 20, 2024

RE: Sevier County Landfill Permitting; Case No. 24-3141

Sevier County is applying to include a composting facility at their existing landfill that will require a new
permit with the Utah Department of Environmental Quality. The current permit will also be modified to
authorize a high-liquid waste facility (e.g., grease trap waste) and construction of the animal pits. The
proposed composting facility and high-liquid waste are within previously disturbed areas of the landfill.
The area for the animal pits has not been obviously disturbed, but we believe the area would have been
culturally surveyed and cleared recently for BLM’s authorization of the landfill expansion.
Due to the project activities occurring wholly within the authorized landfill, I recommend a finding of No
Historic Properties Affected.
Please contact me with any questions about this request; [phone] or
[e-mail].
Sincerely,

Jenna Jorgensen
Environmental Coordinator
JONES & DeMILLE ENGINEERING, INC.

3760 South Highland Drive, Salt Lake City, Utah 84106 • history.utah.gov
Christopher Merritt
State Historic Preservation Officer Utah State Historic Preservation Office
Spencer J. Cox Governor Deidre M. Henderson Lieutenant Governor Donna Law Interim Executive Director

December 24, 2024

Jenna Jorgensen
Environmental Coordinator
Jones and DeMille RE: Sevier County Landfill - Permit Modification and Composting Permit
For future correspondence, please reference Case No. 24-3141 Dear Ms Jorgensen,
The Utah State Historic Preservation Office received your request for our comment on the above-referenced undertaking on December 20, 2024. We concur with your determination of effect for this undertaking.
Utah Code 9-8-404(1)(a) denotes that your agency is responsible for all final decisions regarding cultural resources for this undertaking. Our comments here are provided as specified in U.C.A. 9-8-404(3)(a)(i). If you have questions, please contact me at [phone] or by email at [e-mail].
Sincerely,

Ryan McGrath
Compliance Archaeologist
Jones & DeMille Engineering
Sevier County Sage Flat Landfill Page F-1 Project #: 2411-046 UTAH COMPOST PERMIT APPLICATION
APPENDIX F. COMPOST RECORD FORMS
Compost Windrow Monitoring
Windrow Number: Composition
Wood Chips:
Green Waste:
Date Completed: Animal Carcasses:
Butcher Residuals:
Other:

Temperature and Location Taken
Day Time North End Middle South End Other Initial

Sevier County Landfill
Animal Products for Compost or Animal Pits
Name: Phone #: Address:
Date Gross Tare Weight Compost or Pit Time Weigher Price Drivers Signature

EPA Paint Filter Test Results
Paint filter testing will be conducted in accordance with EPA method 9095B
Date Quantity Generator Solidified onsite or
offsite
Pass/Fail Disposal Location
(if not rejected)
Employee Initial