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Lu nne Miller
John Higgins
Operations Supervisor
2250 South Highway
Delta, UT 84624
Phone: ([phone]
Fax: [phone]
LuAnne Miller, Office Manager
71 South 200 West PO Box 854
Delta, UT 84624
Phone: [phone]
Fax: [phone]
email: Imiller(co.millard.ut.us
Div of Wasie Management
ard Radiation Control
MAY - 2 2018
s zo (et - 0 30 7
April 30, 2018
Scott T. Anderson, Director
Department of Environmental Quality
Division of Solid and Hazardous Waste
P.O. Box 144880
Salt Lake City, Utah 84114-4880
RE: Application for Renewal of Permit # 9712
Dear Mr. Anderson:
Please find enclosed Millard County Application for Renewal of Fillmore Class lVb Landfill
Permit # 9712 which expires May 31, 2018. This Landfill is located approximately one mile
northeast of Fillmore in Millard County.
l look forward to your response to the application. Please advise if further action or
amendments to the application are needed. Thank you.
Sincerely,
Landfill Office Manager
lm
cc: John Higgins, Landfill Operations Supervisor
Wayne Jackson , Commission Chair
o
o
APPLICATION T'OR
RENEWAL OF PERMIT #9712
TO OPERATE A CLASS IVb
MUNICIPAL SOLID WASTE F'ACILITY
at the
FILLMORE LAI\DFILL
Millard County, Utah
Div of Waste Management
and Radiation Control
MAY - e 20ffi
Prepared by:
John Higgins
Landfi ll Operations Supervisor
LuAnne Miller
Landfill Offrce Manager
Millard County
71 South 200 West
Delta, utah84624
(43s) 864-1400
April2018
Appendices Prepared by
Vector Engineering, Inc.
1601 Fairview Avenue, Suite H
Carson City, Nevada 89701
(702) 883-706s
Project No. 945013.02
August 1997o
2.0
Iable of Contents
Page
PART I. GENERAL DATA ............. 1
Executive Summary ....................... I
General Data ......-.....2-3
PART II . GENERAL REPORT ......4
1.0 FACILITY TNFORMATION ......... ...........4
1.1 Owner and Operator Information ............. ........4
1.2 Site Location ............ ......................5
1.3 Land Use and Zoning ..................... 5
1.4 Facility Description ...... 6
Waste Stream Characteristics ............ ...............6
County Recorder ..........7
Construction Schedule ................... 8
Hours of Operation ............... ..........9
Site Personnel and Equipment ........ ............... 10
Access Control ........... 11
Waste Handling Procedures ......... 1l
2.5.1 ConstructionandDemolitionDebris ................... 1l
2.5.2 Yard Waste .....12
2.5.3 Dead Animals ............... ....12
2.5.4 Tires ........ .......12
Prohibited Waste Exclusion Plan ......... ..........l2
2.6.1 Random Inspection of Incoming Loads ............... 13
2.6.2 Record of Inspections ............. ............14
2.6.3 Training of Facility Personnel ............ 14
2.6.4 Procedure of Handling Hazardous and PCB Waste ............... 15
2.6.5 Notification of the Solid Waste Management Authority ....... 16
Environmental Monitoring Systems .............. 16
Nuisance Control ........ 16
2.8.1 Vector Control Program ..................... 17
2.8.2 Erosion and Dust Control ................... 18
2.8.3 Litter Control Program ..... 18
2.8.4 Scavenging / Salvaging .... 18
Site Inspections ........ .................... 19
Contingency Plans ...... 19
2.10.1 Equipment Breakdown .....20
2.10.2 Fire or Explosion ..............20
2-10.3 Environmental Releases ............. ........20
1.5
1.6
2.1
2.2
2.3
2.4
2.5
2.9
2.10
2.6
2.7
2.8
Table of Contents (cont)
Page
2.10.4 Facility Shutdown2.lI Personnel Training .....21
2.12 Record keeping ..........21
PART III - TECHNICAL REPORT ................23
3.0 ENGINEERING REPORT ......................233.1 Maps, Drawings, and Specifications ..............233.2 Design and Location of Run-Offand Run-On Control System .........233.3 Closure and Post-Closure Design, Construction, and Maintenance ....................253.4 Facility ZorungStatus ..................263.5 Relationship to Solid Waste Management Plan ...............263.6 Compliance with R3l5-305 Facility Zonrg Status .........26
4.0 cLosuRE PLAN ..................274.1 Closure Construction............... .....284.2 Closure Schedule ........29
4.3 Site Capacitv ............ ...................,294.4 Final lnspection ........ ....................304.5 Closure Construction Cost Estimate .............. 31
5.0 POST.CLOSURE PLAN .......3I5.1 Monitoring of Environmental Systems ........... ................. 315.2 Maintenance Activities ................325.3 Post-Closure Schedule .................325.4 Record Modifications ............. ......325.5 Post-Closure Cost Estimate .......... 33
6.0 FINANCIAL ASSURANCE............ ........ 33
7.0 REFERENCES ......... .............. 34
LIST OF TABLES
TABLE 4.1: Cost Estimate for Closure Construction ...................................................... attached
TABLE 5 .1: Cost Estimate for Annual Post-Closure Care .............................................. attached
TABLE 6.1: Public Treasurers' Investment Fund (PTIF) Statement ............................... attached
LIST OF APPENDICES
APPENDIX 1: Conceptual Design Drawings .......................................................... attached
APPENDIX 2: Landfill Property Lease Agreement ................................................ attached
APPENDIX 3: Loading Rate Calculations .............................................................. attached
APPENDIX 4: Recordkeeping, Inspection, and Training Forms ............................ attached
APPENDIX 5: Drainage Design Calculations ......................................................... attached
Summary of Results ........................................................................ attached
Figures and Charts ........................................................................... attached
TR55 Results -Final Site Conditions ............................................. attached
FlowMaster -Final Site Conditions ................................................. attached
Utah Class IV and VI Landfill Permit Application Form
Part I General Information APPLICANT: PLEASE COMPLETE ALL SECTIONS.
., I. Landfill IB Class IVa 12?1 Class IVb I ''· Application 0 New Application 0 Facility Expansion
Type Class VI Type 12?1 Renewal Application 0 Modification
For Renewal Applications, Facility Expansion Applications and Modifications Enter Current Permit Number 97121{3
II/. Facility Name and Location
Narrie of Facility
i:inmore Landfill -
Site Address (street or directions to site) I County
Approx . 7 miles east of Highway 91, and northeast of Fillmore Millard
City Fillmore Zip 84631 I Telephone Code
Township 21 I Range 4 W I Section(s) 16 I Quarter/Quarter Section SE I Quarter Section s
Main Gate Latitude degrees 38 minutes 58 seconds 45 I Longitude degrees 112 minutes 18 seconds 12
IV. Facility Owner(s) Information
Name of Facility Owner
Millard County
Address (mailing)
71 South 200 West, PO Box 854
City Delta I State UT Zip 84624 I Telephone [phone] Code
V. Facility Operator(s) Information
Name of Facility Operator
Millard County
Address (mailing)
71 South 200 West. PO Box 854
City Delta I State UT Zip 84624 I Telephone [phone]
\.. Code
VI .. Property Owner(s) Information
Name of Property Owner
Fillmore City ' '
Address (mailing) ·' ..
75 West Center, PO Box 687
City Fillmore I State UT Zip 84624 I Telephone [phone] Code
VII. Contact Information
Owner Contact John Higgins Title Landfill Operations Supervisor
Address (mailing)
PO Box854
City Delta I State UT Zip 84624 I Telephone [phone] Code
Email Address [e-mail] Alternative Telephone (cell or 1435-253-0820 other)
Operator Contact Same as Owner Contact info Title --· Address (mailing)
City I State Zip j Telephone Code
Email Address Alternative Telephone (cell or I other}
Property Owner Contact Michael D Holt Title Mayor
Address (mailing)
75 West Center, PO Box 687
City Fillmore I State UT Zip 84631 I Telephone [phone] Code
Email Address [e-mail] Alternative Telephone (cell or I other)
Utah Class IV and VI Landfill Permit Application Form
Part I General Information Continued
VIII. Waste T es check an that apply)
0 Landfill will accept all wastes allowed in Class IV or VI landfills Or
landfill will accept only the following wastes
Waste Type Combined Disposal Unit l8'J Construction & DemolitiOn 0
0 Tires D 181 Yard Waste D 181 Animals D 181 Contaminated Soil D
D Other D
Monotill Unit
0
0 0 0 0
0
Note: Disposal of dead animals must be approved by the Director
X. Fee and A lication Documents
IX. Facili Area
Facility
Area ........................................................... .
Disposal
Area ........................................................ .
Design Capacity
Years.................................................... 28
Cubic Yards......................................... 185000
Tons..................................................... 22400
acres
acres
Indicate Documents Attached To This Application D Application Fee: Amount $ Class VI Special Requirements
t8I Facility Map or Maps 121 Facility Legal Description t8I Plan of Operation 121 Waste Description O Documents required by UCA 19-6-181 Ground Water Report 121 Closure Design 121 Cost Estimates 121 Financial Assurance 108(9) and (10)
I HERE Y CERTIFY THAT THIS INFORMATION AND ALL ATTACHED PAGES ARE CORRECT AND COMPLETE.
rrtle Landfill Operations Date 11/26/18
,c, Supervisor
Address 71 S 200 W, PO Box 854
Delta, UT 84624
[e-mail] Alternative Telephone (cell or other) 435-864-1400
ner Representative (if applicable) Title Fillmore City Mayor Date 11/26/18
Michael D Holt
Name typed or printed
Email Address [e-mail]
perator Representative (if applicable),
Email Address
Address 75 W Center, PO Box 687
Fillmore, UT 84631
Alternative Telephone (cell or other)
Title Landfill Operations
Supervisor
435-743-5233
Date 11/26/18
Address 71 S 200 W, POBox 854
Delta, UT 84624
Alternative Telephone (cell or other) I 435-864-1400
t
Fillmore Class IVb Landfill
Millard County, Utah
EXECUTIVE SUMMARY
Permit Renewal Application
PART I -GENERAL DATA
March 2018
Page I
The Fillmore Class IVb Landfill is located approximately .7 miles east of Highway 91,
and northeast of Fillmore (550 North 500 East, Fillmore) in Millard County and serves the
residents and businesses of east Millard County. The landfill is an existing Class IVb facility
which must be in regulatory compliance with the Utah Solid Waste Permitting and Management
Regulations (Utah Administrative Code R315-301-320) prior to April 1, 1995. Based on the
information presented in this renewal application, Millard County requests that renewal of the
Permit to Operate a Class IVb Landfill be granted by the Utah Department of Environmental
Quality for the continued operation of the Fillmore Landfill.
Please refer to Millard County's application for renewal of a Permit to Operate a Class
IVb municipal solid waste disposal facility at the Fillmore Landfill, which consists of a Plan of
Operation, Closure and Post-Closure Plans, a Geohydrological Assessment, and Engineering
Report. The application was prepared in accordance with R315-310 of the Utah Administrative
Code, and the outline contained in the Application for a Permit to Operate a Class IVb Landfill
provided by the Utah Department of Environmental Quality.
Millard County Solid Waste Department *71 South 200 West, PO Box 8534 *Delta, Utah 84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page2
1.
2.
3.
4.
5.
6.
UT AH DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF SOLID AND HAZARDOUS WASTE
APPLICATION FOR A PERMIT RENEW AL TO OPERA TE A CLASS !Vb LANDFILL
Name of Facility: Fillmore Class IVb Landfill
Site Location: S Yz of the S Yz , of the Southeast 1/4 of Section 16,
Township 21 South, Range 4 West, Salt Lake Base and
Meridian, Millard County, Utah. (Lat. 38° 58' 45" N,
Long. 112° 18' 12" W)
Facility Owner: Millard County
Contact Person: John Higgins
Landfill Operations Supervisor
LuAnne Miller
Landfill Office Manager
71 South 200 West
Delta, Utah 84624
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]1ard. ut. us
Type of Facility:
[ ] Class I Landfill [ ] Initial Application
[ ] Class V Landfill [ x] Permit Renewal
[ x] Class IV Landfill Original Permit Number 9712
Property Ownership:
[x] Fillmore City
Millard County Solid Waste Department *71 South 200 West, PO Box 8534 * Delta, Utah 84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 3
7. Certification of Submitted Information:
Official: Wayne Jackson
Titte: Chairman, Millard County Commission
I certifu, under penalty of law, that this document and all attiachments were prepared
under my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submified. Based on my inquiry of the
p".ro, o. p.rror"*ho manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations.
SUBSCRIBED AND SwoRN to before me this 30 ouv of &iL,2018.
LuAnne F. Miller
Notary fublloSabdutai
By Oofimhdon E:pitss Olllr0/|Zql,]l
COMMISSIO{ Nt ltlBER 695211
Millerd County Solid Waste Department *71 South 200 Wes! PO Box 8534 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 4
PART II. GENERAL REPORT
1.0 FACILITY INFONMITION
The Fillmore Class IVb Landfill is an existing solid waste disposal facility, located in Millard
County, Utah. The landfill currently serves the towns of Fillmore, Meadow, Kanosh, and
Flowell, and accepts construction demolition waste, yard waste, inert waste and dead animals.
This Applicationfor Renewal of a Permit to Operate a Class IV Disposal Facility at the Fillmore
Landfill has been prepared in accordance with applicable State of Utah solid waste regulations.
This section will provide information regarding ownership, facility description and location, land
use and zoning, waste stream characteristics, and facility administration. Figures depicting
existing and planned site facilities are enclosed in Appendix I of this document.
1.1 Owner and Operator Informafion
The properfy on which the Fillmore Landfill is located is owned by the City of Fillmore,
Utah. Millard County assumed daily operations of the facility in 1986 under an agreement with
the City of Fillmore. Millard County leases the landfill property from the City of Fillmore; a
copy of the lease agreement is included in Appendix 2 of this application. The name, address,
and telephorte number of the contact person at the City of Fillmore regarding site ownership is as
follows:
Mayor Michael D. Holt
Fillmore City
75 West Center
PO Box 687
Fillmore, Utah 84631
Phone [phone]Fax [phone]
e-mail: [e-mail]
Daily operations of the landfill are performed under the supervision of John Higgins,
Landftll Operations Supervisor. LuAnne Miller, Landfill Office Manager, is responsible for
Millard County Solid Waste Department *71 South 200 West, PO Box 854 *Delta, Utah84624 *[phone]
Fillmore Class lVb Landfill
Millard County, Utah
Permit Renewal Application March 20I8
Page 5
assisting with administration of Landfill operations. Mr. Higgins and Ms. Miller can be reached
with the following addresses and telephone numbers:
John Higgins
Millard County Landfill
2250 S Highway 50
Delta, UT 84624
Phone: [phone]
Ernail : i hi [e-mail]
LuAnne Miller
Millard County Offices
71 South 200 West
Delta, uT 84624
Phone: [phone]
Fax: [phone]
Email: [e-mail]
1.2 Site Location
The Fillmore Class IVb Landfill is located in the northeast sector of the City of Fillmore,
approximately 0.7 miles east of Highway 91, in Millard County, Utah. The facility is located on
40 acres of land described in the public land survey as the S %, S y2,SE ll4, sec.16, T21S, R4W,
SLB&M. Entrance to the site is approximately located at latitude 38o58'45"N and longitude
1l2ol8'12"W. The location of the City of Fillmore in relation to state and county borders is
presented on Figure 1, Site Vicinity Map, included in Appendix 1. Figure 2, Site Location Map,
delineates site property boundaries and facility location with respect to the City of Fillmore.
Pursuant to the provisions set forth in section $315-305-2 of the Utah Administrative
Code (UAC), a Class IV landfill facility is not subject to the general location standards
established for landfills as provided in section R315-302-1 of the UAC.
1.3 Land Use and Zoning
The landfill site is within County zoning boundaries designated as AG-20, Agricultural-
20 acre. Use of the site for landfilling purposes is a pre-existing, non-conforming legal use for
the AG-20 zoning classification. Sunounding land use is primarily for agricultural and open
range pulposes. The current Zoning Ordinance was adopted during the 2013 calendar year.
Land within one-half mile of facility property boundaries to the north, south, east, and west is
also designated with the AG-20 zoning classification. Zoning boundaries and classifications
within three miles of the facility property boundaries are delineated in Figure 3, Fillmore Zoning
Map, enclosed in Appendix 1.
Millard County Solid Waste Department * 7l South 200 West, PO Box 854 *Delta Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 6
1.4 Facility Desuiption
The Fillmore Class IVb Landfill accepts construction and demolition waste for disposal
along with wood and yard waste. In addition, scrap metals, are accepted and stockpiled adjacent
to the site access road for salvage operations. Stockpiles and other existing site features,
including topography, are identified on the enclosed Figure 4 (Appendix l), Existing Facilities
Plan. Discussion related to facility waste characteristics and disposal practices are presented in
the enclosed Plan of Operation.
Waste placement at the landfill currently takes place at the westemmost portion of the
site. Waste has historically been placed within the topographic boundaries of a northwester-
trending ravine that crosses the western quarter of the site. A flat, elevated pad extending from
the main road has been built up over time; waste accepted for disposal is compacted on the west-
facing slope, resulting in a fill surface that progresses westward (Figure 4, Appendix 1). Soil
cover is obtained from an on-site borrow source located east of the main access road. An upper
access road provides a separate site entrance and access to the dead animal pit. This upper
access road will provide site access for future disposal areas once facility operations are
completed in the western portion of the site and are relocated to the east.
1.5 Waste Stream Characteristics
The Fillmore Class IVb Landfill provides waste disposal capacity for residents from the
towns of Fillmore, Meadow, Kanosh, and Flowell. Pursuant to 2016 U.S. Bureau Intercensal
Estimates, the approximate population of Fillmore, Meadow, Kanosh, Flowell and the
surroundingareais32T2 people. Population growth projections developed by the State of Utah
estimate an annual average growth rate of approximately 0.9 percent between 2015 and2023.
Disposal rate estimates made in the Millard County Solid Waste Management Plan
(Stansbury, 1993) predicted that the facility would receive approximately 480 tons per year. The
current average tonnage received at the Fillmore Landfill is approximately 800 tons per year.
Reports indicate that the site is receiving an average 5.22 tons per day.
Miltard County Solid Waste Deprrtment *71 South 200 West, PO Box 854 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
PageT
The Fillmore Landfill will remain a Class IVb facility and will be operated in compliance
with the regulations for a Class IVb waste landfill facility, as described in the enclosed Plan of
Operation. Waste accepted for disposal at the site is comprised solely of inert waste,
construction and demolition debris, wood and yard waste, and dead animals. Metals are also
accepted at the site and temporarily stockpiled until arrangements for removal are made with a
salvage contractor. Excluded wastes include, but are not limited to, household and commercial
wastes, industrial wastes, liquids, sewage sludge, hazardous materials, contaminated soils,
grease, and waste oils.
The volume of waste delivered by each incoming waste load is estimated by the site
attendant prior to disposal. Although the incoming waste volume averages approximately eight
cubic yards per day, much of the waste stream is comprised of wood and yard waste, white
goods, dead animals, or other wastes that are either stockpiled for future recovery, removal, or
other handling. As a result, it is estimated that approximately four cubic yards of waste is
disposed in the working face on an average day.
1.6 County Recorder
In accordance with UAC R3l5-302-2(6),the location and nature of the landfill site will
be recorded as part of the record of title with the County Recorder no later than 60 days after
certification of closure. If required by local authorities, records may also include information
regarding the dates of landfill operation, the amount of solid waste disposed at the site, and the
location of disposal areas.
Miltard County Solid Waste Department * 71 South 200 West, P0 Box 854 *Delta Utah%624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 8
2.0 PLAN OF OPERATION
Millard County is submitting the following Plan of Operation for a Class IVb solid waste
disposal facility at the Fillmore Landfill, as required by the general provisions for solid waste
disposal defined in UAC R3l5-310-3 and R3l5-302-2(2). This Plan of Operation presents the
general procedures for handling of various types of wastes which are either prohibited or
accepted for disposal at the facility; the intended schedule of landfill construction, inspections
and maintenance; fire control and contingency plans in the event of a fire or explosion; litter
prevention; procedures for controlling disease vectors; general training and safety plan for site
personnel; and, other information pertaining to the operation and maintenance of the facility.
Information related to closure construction, post-closure maintenance care, and financial
assurance is presented in Sections 4.0, 5.0 and 6.0, respectively, of this permit application.
2.1 Construction Schedule
The Fillmore Landfill utilizes the area fill method for solid waste disposal. As discussed
in Section 1.4, above, waste placement at the landfill currently takes place at the westemmost
portion of the site. Waste has historically been placed within the topographic boundaries of a
northwest-trending ravine that crosses the western quarter of the site. A flat, elevated pad
extending from the main road has been built up over time; waste accepted for disposal is
compacted on the west-facing slope, resulting in a fill that progresses westward. Soil cover is
obtained from an on-site borrow source located to the east of the main access road. An upper
access road provides a separate site entrance and access to the dead animal disposal pit. Existing
site condition, including the location of in-place waste and temporary stockpiles, is presented on
Figure 4, Existing Facilities Plan (Appendix 1).
Once the current lift reaches its western limits, waste placement will commence against
the eastern slope of the existing soil borrow area. Fill will then progress to the west and north
with a lO-foot high lift over the top deck of the existing waste disposal area. Daily cover will be
obtained by expanding the soil borrow atea north of the existing pit. Following completion of
the lift, another lift will then be constructed against the eastern slopes of the cell and progress in
the same fashion as the previous until final grades are reached. The proposed final grades are
Millard County Solid Waste Departmetrt *71 South 200 West, PO Box 854 *Delta Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
presented on Figure 5, Final Grading Plan (Appendix l). The maintenance bench, access road,
and drainage facilities will be constructed during the operational life of the facility as the
appropriate grades are reached during fill progression.
When waste fill in the western portion of the site reaches the crest defined by the eastern
fence line and upper access road, waste placement wi.ll then progress toward the east and north.
Site operations will continue utilizing the area filImethod of disposal. The existing upper access
road will provide site access for future disposal areas once facility operations are completed in
the westem portion of the site and are relocated to the east. The eastern portion of the site will
be completed in the same manner as that in the western portion, with a series of l0-foot high lifts
that progress from the southwest toward the northeast. The low ridge located at the northeastem
corner of the site will be excavated over time to provide additional disposal capacity and a source
for cover soil. The limits of excavation are identified on Figure 4, Existing Facilities Plan, and
Figure 6, Cross Section A-A' (Appendix 1).
Given the current waste disposal rate and growth projections discussed in Section 1.5 of
this document, and assuming a waste-to-soil cover ratio of approximately 10:1, the remaining
site life and construction schedule of individual disposal lifts can be calculated. The projected
remaining volume in the current lift is approximately 27,000 cubic yard, which will require
approximately 7 years to complete. Therefore, construction of the l0-foot lift over the current
disposal area is expected to commence sometime in the year2025. With an estimated 185,000
cubic yards available for disposal, the subsequent lift extending from the eastern edge of the
existing soil borrow pit west over the top deck of the existing waste disposal area is expected to
continue receiving waste until the year 2046. A table presenting the loading rate calculations is
included in Appendix 3.
2.2 Hourc of Operati.on
The hours for the Landfrll are Monday, Friday, and Saturday 8:30 a.m. to 12:30 p.m. and
1:30 p.m. to 5:30 p.m.
March 2018
Page 9
Millard County Solid Wrste Department *71 South 200 West, PO Box 854 *Delta, Ut:.h84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
The Landfill will be closed on all major holidays, including Christmas, New Year's Day,
Thanksgiving and the day after, President's Day, Independence Day, Labor Day, Veteran's Day,
Memorial Day, and Civil Rights Day. Signs will be posted at the entrance to the facility and will
convey the hours of operation, owner and operator of the site, materials accepted and excluded,
and fees charged.
2.3 Site Personnel and Equipment
UAC R305-303-5(2) requires at least one person on-site for landfills with a permitted
capacity of less than 15,000 tons per year. The Fillmore Landfill will have one site attendant
present during all hours of operation and one equipment operator, who willbe on-site once a
week, or as needed. The Landfill Operations Supervisor will periodically visit the site and will
be available for consultation during operating hours. The Landfill Operations Supervisor is John
Higgins, Supervisor of the Millard County Landfill. In the event of an emergency, Mr. Higgins
should be notified. He can be reached at the following address and telephone numbers:
March 2018
Page l0
Millard County Class I Landfill
2250 S Highway 50
Delta, Utah84624
Landfill: [phone]Cell: [phone]
If Mr. Higgins is unavailable or if a situation requires further attention, the Sheriff s
Office or the Fillmore Volunteer Fire Department should be notified by calling 91 l. Equipment
currently utilized at the Fillmore Solid Waste Landfill includes a track dozer and a backhoe. If
additional equipment is needed, it can be obtained from the Millard County Road Department or
transported from the Millard County Landfill located in Deltq Utah.
Millard County Solid Waste Department *71 South 200 Wes! PO Box 854 *Delta, Ut^h84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
2.4 Access Control
Pursuant to UAC R315-303-4(6a), and owner or operator shall provide fencing at the
property or unit boundary, or use other artificial or natural barriers to impede unauthorized entry
by the public and large animals. There is currently a lockable gate at the entry to the landfill.
The landfill gate will be locked during all non-operating hours. An attendant will be on duty at
the landfill during all operating hours. A perimeter fence has been installed along the full
boundary of the disposal area, as delineated on the enclosed plan set (Appendix 1, Figure 4).
2.5 Waste Handling Procedures
Pursuant to UAC R315-302-2,the Plan of Operation provides for a description of on-site
solid waste handling procedures during the active life of the facility. The waste accepted at the
Fillmore Landfill is comprised of inert waste, construction and demolition debris, yard waste,
and dead animals. Excluded wastes include, but are not limited to, industrial wastes, liquids,
sewage sludge, hazardous materials, household and commercial wastes, contaminated soils,
grease, and waste oils.
The quantity of incoming waste is visually estimated and recorded by landfill personnel
stationed at the facility entrance. Daily logs of all incoming waste are maintained and will be
entered into the operating record.
2.5.1 Construction and Demolition Debris
Construction and demolition (C&D) debris must be nonhazardous in order to be
accepted; C&D debris includes items such as brick, rock, concrete, asphalt, and wall board. All
C&D debris is deposited at the active disposal face and periodically compacted, separated, and
covered with soil to prevent uncontrolled fires, rodent or vector harborage, and differential
settlement.
March 2018
Page 11
Millerd County Solid Waste Department *71 South 200 West, PO Box 854 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 12
2.5.2 Yard Waste
Yard waste is a general term used to refer to vegetative wastes, which may include
cuttings from trees and brush, grass clippings, straw and hay, and waste from seasonal or special
events. Grass clippings, leaves and similar wastes are disposed of with construction and
demolition debris. Open burning of stockpiled tree limbs and woody yard waste will take place
twice per year in accordance with Air Quality Rules Subsection P.307-l-2.4(BX5). Prior to any
open burning, Millard County Solid Waste Department will obtain a permit from the Fillmore
City Fire Department (Millard County Fire DistricQ and the Millard County Sheriff s Office.
2.5.3 Dead Animals
Dead animals are deposited in a separate disposal area away from the active disposal face
(Appendix 1, Figure 4). Dead animals are covered at the end of the operating day received with
a minimum of six inches of soil. The location of the dead animal disposal trench is indicated at
the landfill by a directional sign.
2.5.4 Tires
No tires are accepted at the Fillmore Class IVb Landfill effective March 10, 2003.
2.6 Prohibited Waste Exclusion Program
Wastes which are prohibited from disposal at the Fillmore Landfill include, but are not
limited to, industrial wastes, liquids, sewage sludge, hazardous materials, household and
commercial wastes, contaminated soils, grease trappings, and waste oils. Pursuant to UAC
R3l5-303-5(7), and owner or operator shall not knowingly dispose, treat, store, otherwise handle
hazardous waste or waste containing polychlorinated biphenyl (PCB). An owner or operator of a
landfrll shall include and implement as part of the plan of operation a plan that will inspect loads
or take other steps, as approved by the Executive Secretary, which will prevent the disposal of
hazardous waste or waste containing PCB's. These procedures include random load inspections,
records of maintenance, training of facility personnel, handling procedures for hazardous and
PCB wastes, and notification of the solid waste management authority.
Miltard County Solid Waste Department *71 South 200 West, PO Box 854 *Delta, Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 13
2.6.1 Random Inspection of Incoming Loads
Each incoming load will be visually inspected by the landfill attendant to identifu the
nature of the waste intended for disposal and to estimate the total volume of the load. Incoming
loads will be randomly selected for a more detailed inspection by the landfill attendant who will
be trained and qualified to identifr regulated hazardous waste or PCB waste. Selected loads will
be discharged near the active disposal area, spread with a dozer, and inspected for free liquids
and hazardous or PCB wastes. Loads which are suspected of containing a high liquid content
will be tested on-site by Environmental Protection Agency (EPA) Method 9095, paint filter test.
All on-site employees know how to conduct the paint filter test. Any loads failing the test will
be rejected. When a load is suspected of containing unacceptable materials, a load inspection
and decision determining whether the suspect material can be accepted for disposal may be made
according to the following procedure:
o the waste will be unloaded in an area near, but not immediately adjacent to, the active
face;o the hauler will be required to wait until the content of the load is verified;
o the waste will be carefully spread for observation using adozer or front end loader;
o containers with contents that are not easily identifiable, such as unmarked 55-gallon
drums, will be separated if a visual inspection determines that movement will not
cause the drum to rupture, and will be opened and inspected only by properly trained
personnel, and;o if the waste is determined to be acceptable, it may be transferred to the working face
for disposal.
Tests for characteristics of hazardous wastes typically include TCLP (Toxicity
Characteristic Leaching Procedure (US EPA) and tests for corrosiveness, flammability, and
reactivity. Until proven otherwise, wastes that are suspected of being hazardous are handled and
stored as a hazardous waste. If waste temporarily stored at the site is determined to be
hazardous, and the origin of the waste is unknown, the operator will immediately contact the
Fillmore Volunteer Fire Departrnent, which will be responsible for the proper management of the
waste. If the hazardous waste is to be transported from the facility, it must be stored at the
landfrll in accordance with requirements of a hazardous waste generator, manifested, transported
Millard County Sotid lYaste Deprrtmetrt *71 South 200 West, PO Box 854 *Delta Utah%624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 14
by a licensed transporter, and disposed of at a permitted treatment, storage, or disposal (TSD)
facility.
2.6.2 Records of Inspection
Records of random load inspections will be maintained in the facility operating records
and made available to Utah Department of Environmental Quality (UDEQ) upon request. The
"Daily Activity Log" form, contained in Appendix 4, will be used to record information obtained
during each inspection. Inspection records will include, but are not limited to the date and time
waste loads were received and inspected, source or generator of the wastes, vehicle and driver
identification, observations made by the inspector, description of rejected loads, and rationale for
rejection.
2,6.3 Training of f,'acility Personnel
All facility personnel will be trained in the identification of containers and labels
typically used for hazardous and PCB wastes. Training for hazardous material screening
procedure will address hazardous waste handling, safety precautions, and record keeping
requirements. Documentation of personnel training will be included with the operation records
for the facility.
Safety/Training meetings are held on a monthly basis and solid waste inspectors attend
SWANA (Solid Waste Association of North America) training courses as offered through the
state organization.
Millard County Solid Waste Deprrtment *71 South 200 West, PO Box 854 *Delta Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 15
2,6.4 Proceduresfor Handling Hazardous and PCB Waste
If primary load inspections reveal the presence of regulated quantities of hazardous or
PCB wastes on incoming haul vehicles, the landfill attendant will refuse to accept the load and
UDEQ will be notified. If regulated quantities of hazardous or PCB wastes are identified during
secondary load checks, random inspections, or at any other time, and cannot be taced to the
original hauler, the Fillmore Volunteer Fire Department will be notified. The Fillmore Volunteer
Fire Department, acting as the first responder for hazardous materials, will implement their
Hazardous Materials Response Plan. Any subsequent activities related to the waste load,
including transportation, storage, and containment will be managed by the Fillmore Volunteer
Fire Department. Landfill personnel will participate in these activities only as directed by the
fire department. Following notification, it will be the responsibility of the fire department to
ensure that the hazardous materials are handled, stored, or transported in accordance with
applicable federal and state regulations.
In the event that PCB wastes are identified on-site, the Fillmore Volunteer Fire
Department or Millard County Regional Landfill personnel will temporarily store and ensure
disposal of the waste as required by 40 CFR Part 761, while completing the following activities:
. an EPA PCB identification number will be obtained;o the PCB waste will be properly stored until transport;o the containers will be properly marked with the words o'Caution: Contains PCB's,"
and;o the container will be manifested for shipment to a permitted disposal facility
If waste is transported off-site by ahazardous waste disposal company, a provisional or
one-time U.S. EPA identification number will be obtained, the waste will be packaged according
to applicable Department of Transportation regulations, and the container will be properly
transported and manifested to its point of destination. Proper chain of custody and manifest
documents will be obtained from the hazardous materials disposal facility in order to maintain
compliance with all applicable federal and state regulations.
Millard County Solid lYrste Department -&71 South 200 West, PO Box 854 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 16
2.6.5 NotiJication of the Solid Waste Management Authority
The landfill operator will notift UDEQ within 24 hours if suspected hazardous materials
or PCB wastes are discovered at the landfill. A record of notification will be submitted to UDEQ
which identifies the date and time of discovery, type of material (if possible without analytical
testing), probable hauler, an estimate of the quantity of material, and actions proposed for the
removal of the material from the area of discovery. The record of notification will be entered
into the operating record maintained at the facility.
2.7 EnvironmentalMoniloringSystems
UAC R315-303-4 and R3l5-305-2 state that owners or operators of a Class tV solid
waste landfill must design, construct, and maintain run-on and run-off structures to control the
peak discharge from a24-how,Zl-year storm event. Drainage areas and run-off patterns at the
site through final closure, details of the structures used for run-on and run-offcontrol, and
engineering design calculations used to determine flow volume and appropriate sizes of drainage
structures are contained in the Engineering Report for the Fillmore Landfill. The report is
included in this Applicationfor Renewal of a Permit to Operate the site, and is maintained in the
operating record for the landfill.
Construction of the surface water control devices described in the Engineering Report, in
conjunction with dry waste management practices, daily cover, and compaction of solid wastes,
and the application of daily and interim cover, increases the protection of waters of the State
from a discharge of pollutants or contaminants during landfill operation. The sur ce water
control devices and operational practices will be modified if it is determined that discharges from
the site contain pollutants or contaminants which may degrade waters of the State.
2.8 Nuisance Corutrol
The Fillmore Landfill will be operated in a manner which does not create odors,
unsightliness, or other nuisances. The working face will be kept as narrow as possible while
remaining consistent with safe and efficient equipment operation. Bulky waste material will not
be used for the final surface of side slopes. During construction of each disposal cell, waste will
Millerd County Solid Waste Department * 7l South 200 West, PO Box 854 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
be spread into layers not exceeding two feet in thickness, and compacted (if possible) with
appropriately-sized equipment. The equipment will make a minimum of two passes over each
waste layer.
Pursuant to UAC R315-303-5(4), aminimum of six inches of compacted earthen material
will be used to cover the solid waste at a frequency which is sufficient to prevent the
uncontrolled migration of fires. However, six inches of cover material will be spread over the
exposed waste surface no less than once per week. If necessary, waste will be covered more
frequently to control disease vectors, fires, odors, and litter. If a fill surface other than a final fill
surface is not expected to receive waste for a period of time in excess of 90 days, an intermediate
cover will be placed on that surface. Intermediate cover will be a layer of native soil with a
minimum thickness of 12 inches. The integrity of daily and intermediate cover will be
maintained until filling is resumed or final cover is constructed. Routine visual inspections of
the cover material will be made, and all erosion surfaces, cracks, and depressions will be repaired
as soon as is practicable. Both daily and intermediate cover will be uniformly graded to promote
drainage of surface water. A11 slopes will have a grade of not less than three percent.
2.8.1 Vector Control Program
Pursuant to UAC R3l5-303-5(4), appropriate control and prevention of disease vectors at
the Fillmore Landfrll will be used for the protection of public health and safety. Control and
prevention are accomplished using techniques appropriate for the protection of public health and
safety and the environment. Compaction and grading of waste at the active face prevents vector
harborage in the waste mass. A minimum of six inches of cover material is applied to the
working face at least once each week. This waste management practice assures minimum
exposure of wastes to potential disease vectors by reducing available entry space, food sources,
and nesting locations. Rodent populations may be controlled by the use of poisons, smoke
devices, or sonar techniques, ifnecessary.
March 2018
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Millard County Solid lYaste Department *71 South 200 West, PO Box 854 *Delta Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 18
Insect breeding areas, which may develop in areas of stagnant water or putrescible
wastes, will be addressed as discovered. The presence of standing water at the facility will be
minimized through the uniform grading of fill surfaces and the installation of a drainage control
system. The accumulation of fluids in the waste mass will be minimized by the restriction of
liquid wastes accepted at the landfill. Putrescible wastes, such as dead animals, are placed in a
separate disposal area and covered immediately upon disposal, thereby limiting the likelihood of
disease transmission. If insect infestations occur in spite of these measures, approved
insecticidal sprays or other methods may be employed.
2.8.2 Erosion and Dust Control
Completed portions of the landfrll will be configured and maintained as described in the
closure and post-closure plans contained in Sections 4.0 and 5.0 of this Applicationfor Renewal
of a Permit to Operate the site. Construction of a graded and compacted final cover, and
subsequent revegetation, will help prevent erosion, surface deterioration, and fugitive dust
generation. A water truck will be available on an as-needed basis to apply water to site roads
and disturbed surfaces on the landfill property to control fugitive dust emissions.
2.8.3 Litter Control Program
Litter control measures will be implemented at the Fillmore Landfill in order to prevent
scattering of lightweight debris. The primary control measure will include compaction and
covering of waste. If necessary, portable litter fences will be placed downwind and within 100
feet of active disposal areas. Litter collection will be performed on an as-needed basis by landfill
personnel or contracted day laborers.
2.8.4 Scavenging/Salvaging
Scavenging and salvaging at the Fillmore Landfill are prohibited in all areas of the
facility. This provision is enforced through the use of access control measures, perimeter
fencing, and employee diligence.
Millard County Solid Waste Depertment * 7l South 200 Wes! PO Box 854 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 19
2.9 Site Inspections
The landfill attendant will conduct daily site inspections for litter, scattered paper, and
other lightweight debris. All recovered waste is returned to the active fill area for proper
disposal. Quarterly site inspections will be performed and will include a visual inspection of
drainage control systems, fill surfaces, perimeter fencing, and site equipment and structures.
Quarterly inspection reports will be entered into the operating record for the facility. A copy of
the quarterly inspection form is included in Appendix 4.
2.10 Contingency Plans
UAC R315-302-2(d, f j) requires the development of contingency plans to be
implemented in the event of an emergency at the site. These plans must include an organized,
coordinated, and technically and financially feasible course of action for response to fire or
explosion, releases of toxic or hazardous material, landfill gas, failure of run-off containment
system, and equipment breakdown. In addition, an altemative waste handling or disposal system
must be developed in case the facility becomes unable to accept waste because of an emergency.
The contingency plan for each of these occurrences is described below.
A general emergency operations plan has been developed for Millard County. In
addition, the County Sheriffmaintains a hazardous materials' response plan. It is anticipated that
one of these plans will be invoked by County personnel if the severity of an event at the landfill
facility requires the participation of an emergency response team.
A cellular phone will be maintained at the landfill gatehouse and will enable contact with
the appropriate outside services in case of an emergency. In the event of an injury and
depending on the severity of an injury, workers may either treat themselves, call the Fillmore
Volunteer Fire Department, or surnmon an ambulance. The injured worker is given discretion
regarding whom to call and at what point. First aid kits will be maintained in the gatehouse and
in all County landfill vehicles. The Landfill Operations Supervisor or the Landfill Office
Manager will be notified in the event of more severe injuries, and will ensure availability of
appropriate medical care. If an emergency-response team is called to the site, site personnel will
complete an incident report form and record the date, time, type of injury, actions taken,
Millard County Solid Waste Department * 71 South 200 West PO Box 854 *Delta, Utah8r',624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page20
response time of the emergency management service, and the time at which the individual was
evacuated from the site.
2.10.1 Equipment Breakdown
In the event of equipment breakdowns which cannot be repaired by the County Landfill
Department, a commercial repair facility will be contacted. Backup equipment will be provided
by the Road Department or the Delta Landfrll within 24 hours if necessary; therefore, 24 hours is
considered to be the maximum anticipated down time due to equipment failure. Additionally,
auxiliary equipment may be leased from a private contractor as required, or borrowed from other
County deparffnents.
2.10.2 Fire or Explosion
On-site personnel are prepared to provide immediate fire suppression in the event of a
waste or structure fire. Fire extinguishers are mounted on all site equipment and County
vehicles. In the event of a fire at the active face or within the waste mass, stockpiled cover soils
will be used to cover the buming or smoldering area. Water will not be applied to the active face
unless absolutely necessary. In the event of an uncontrolled fire or a fire that cannot be managed
by on-site personnel, the Fillmore Volunteer Fire Department will be contacted. The Fire
Department is located in central Fillmore, approximately two miles from the landfill; estimated
response time is approximately 10 minutes. On arrival at the facility, the Fire Departrnent will
assume responsibility for continued fire abatement activities.
2.1 0.3 Environmental Releases
The Fillmore Volunteer Fire Department will be called immediately and will act as the
first response team in the event of hazardous or toxic material discharges at the Fillmore
Landfill. On arrival at the facility, the fire department will assume responsibility for subsequent
activities related to the safe handling of the discharged material. Landfill personnel will not
handle hazardous material spills, except under the direct supervision of the Fire Department or
the emergency management team. The landfill attendant will ensure the safe evacuation of all
Mittard county Solid waste Department *71 sourh 200 west, Po Box 854 *Delta Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page2l
employees and the public. Advanced planning of emergency exit routes is the responsibility of
the operator. All employees will be regularly appraised of established primary and secondary
exit routes.
2.10.4 Facility Shutdown
In the unlikely event of an emergency which requires the short term closure of the
landfill, several options are available. Waste haulers may be temporarily diverted to the Fillmore
collection site or the Millard County Landfill, located six miles east of Delta, Utah. Additional
4O-cubic yard debris boxes may be acquired to accept additional waste volumes at waste
collection points within the service area. In the event that the landfill is unable to accept waste
for an extended period of time, long-hauling the waste to the Millard County Landflll or another
waste disposal facility will be implemented.
2.11 PersonnelTraining
Personnel will receive training in landfill operations at regularly scheduled safety
meetings. Training of landfill personnel will be a continuing process including landfill
operations, basic first aid, and safety training. Basic safety and first aid training will be
conducted on an annual basis. At least one employee with CPR and first aid training will be
available during all operating hours. Waste inspectors attend SWANA training courses as
offered through the state organization.
2.12 Record Keeping
The operation of the Fillmore Landfill is considered to be approved by UDEQ upon
issuance of a permit to operate. The following information will be recorded and maintained in
the operating record for the Fillmore Landfill, at the gate house and/or the Millard County
Offices in Delta:
o records of inspections, training of personnel, and procedures for notifications to
UDEQ relating to hazardous waste required by UAC R315-303-5;o plans for closure and post-closure and any monitoring, testing or analytical data
required by UAC R315-302-3 and R3l5-302-2 and,
Millard County Solid Waste Departmcnt *71 South 200 West, PO Box 854 *Delt4 Utah84624 *[phone]
Filknore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page22
o documentation of cost estimates and financial assurance required by UAC R3l5-309-
2(2).
Because leachate collection and ground water monitoring systems are neither installed
nor planned for installation at the Fillmore Landfill, documentation related to these systems will
not be kept. The records of documentation related to the plans for closure and post-closure are
included in this Applicationfor Renewal of a Permit to Operate, and therefore have been
included in the operating record. The records of inspections, personnel training, and hazardous
waste notifications, as well as any monitoring required during closure or post-closure activities,
will be entered into the operating record as the information is developed. UDEQ will be notified
when new documentation has been placed in or added to the operating record. All information
will be made available to UDEQ upon request. Reports of the quantity of solid waste received at
the Fillmore Landfill will be submitted to UDEQ on an annual basis on forms supplied by
UDEQ.
Mitlard County Solid Waste Department *71 South 200 Wes! PO Box 854 *Delt& Utah W624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page23
PART III. TECHNICAL DATA
3.0 ENGINEERING REPORT
The engineering report has been prepared in accordance with R315-310-4(2)@ of the Utah
Administrative Code (UAC).
3.1 Maps, Drawings and SpeciJications
All maps and drawings are included in Appendix 1 of this permit application. Figures 1
and,2 illustrate the location of the landfill in relation to state and county boundaries and the City
of Fillrnore. Figure 3 depicts the zoning of the landfill property and the surrounding land.
Figure 4 illustrates the existing facilities and topography of the site. Figure 4,A' illustrates current
topography. Base topography for Figures 4, 5,8, and 9 was digitized from the U.S. Geological
Survey Fillmore, Utah 7.5 Minute Quadrangle (1961) Plate 1. Figure 5 presents the proposed
final grading plan for the landfill, which Figure 6 depicts a cross section along a line running
from north to south across the landfill property. The location of the cross section is indicated on
Figure 5. Figure 7 presents specific details of existing and proposed facilities. Figures 8 and 9
illustrate the off-site and on-site drainage sub-areas used to calculate run-on and run-off flows
and design the drainage control system. There are no structures within one-quarter mile of the
facility. The closest weather station for which prevailing wind information is available is near
Delta, Utah. According to the Utah State Climatologist's Office, the prevailing winds in the
Delta area blow from the northwest to the southeast (personal communication, D. Jensen).
3.2 Design and Location of Run-Olf and Run-On Control System
The run-off control systems proposed for the Fillmore Class IV Landfill, illustrated on
Figures 54 and 58 (Appendix 5, Figures & Charts), have been designed to control and redirect
the flow resulting from a 25-year,24-hotx storm event during the post-closure period. During
the operating life, the application of soil cover to exposed waste surfaces will minimize the
volume of contact water generated during precipitation events. Temporary berms will be
Millard County Solid Waste Department *71 South 200 West, P0 Box 854 *Delta Utah%624 *[phone]
Fillmore Class IVb LandfiU
Millard County, Utah
Permit Renewal Application March 2018
Page24
constructed around the active disposal area to contain run-offflows which may come in contact
with waste during disposal operations.
Run-off controls during the active life of the facility will include the gradual construction
of exterior and interior perimeter drainage along the perimeter of the waste footprint and along
the maintenance bench. Temporary diversion berms will be constructed when necessary up-
slope from the active disposal area. These will redirect potential run-on flows that are generated
off-site and up-slope from the active disposal area. As a result of the combination of these run-
on control features, the amount of water entering or affecting the active disposal area will be
limited to direct precipitation. Based on the favorable climate of the area and relatively low
calculated flow velocities, all drainage channels will be grassJined.
The United States Department of Agriculture Soil Conservation Service (SCS) TR-55
methodology was used to calculate peak flood hydro graphs (USDA, 1986) for each of the
drainage areas delineated on Figures 8 and 9. Rainfall intensity data used in the TR-55 method
was derived from the Precipitation Frequency Atlas of the United States - Volume VI - Utah
(NOAA, 1973). The 25-year,24-hour storm depth used was 2.6 inches, while a two-year storm
depth of 1.4 inches was used.
Hydrologic soil groups within the drainage areas were identified by a representative of
the U.S. Department of Agriculture Natural Resource Conservation Service (personal
communication, V. Parslow). The 40-acre site contains two soil groups identified as the Borvant
and Pahvant complexes. Both soils are classified as hydrologic soil group D. The cover type
was selected as pasture, grassland, or range with good coverage. The cover type and hydrologic
soil group classifications were used to select the appropriate runoff curye number from Table
2-2c of TR-55 (USDA, 1986) As such, the existing site conditions were given a runoff curve
number of 80. Since the site closure plan calls for the revegetation of all disturbed areas with
native vegetation, the same curve number was used in the drainage analyses for both on and off
site drainage areas.
Millard County Solid Waste Department *71 South 200 West, PO Box 854 *Delta, Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
Manning's values for drainage surfaces were derived from Merritt (1983). All unlined
earthen drainage were given a Manning's value of 0.035, appropriate for grass-lined channels.
The only culvert used in the conceptual design was given a Manning's value of 0.024 for
comrgated metal storm drains, based on information presented in Table 2l-ll from Merritt
(1983). Drainage channels and the culvert were sized using the FlowMaster I computer pro$am
(Haestad, 1990). The resulting flow depths and velocities in each channel and culvert, as
determined by the Flow-Master analysis, are summarizedinthe attached Table 5-2 (Appendix
5). All drainage channels which collect and control on-site run-off were conservatively sized as
12- or l8-inch deep v-ditches with 3:1 side slopes, or as l2-inch deep drainage swales with l0:l
side slopes. The drainage diversion channel along the southern property boundary which diverts
off-site rul-on away from the facility footprint was conservatively designed as an 18-inch deep
trapezoidal channel with 2:1 side slopes and a 24-inchwide base. TR-55 calculations predict a
maximum flow of 46 cubic feet per second (cfs) in any particular channel which could impact
the final cover of the facility. A series of data sheets from the FlowMaster analysis is attached to
provide detailed information on the flow depth and velocity in each drainage channel at the
calculated discharge and given slope grades included in the facility design. The culvert and
channel designations refer to the labeling system presented on Figures 8 and 9 (Appendix 1).
Culvert 1 (Cl, Figure 9, Appendix 1) concentrates flows collected from the Drainage
Areas 34 and 38 and routes them under the maintenance bench and down the western landfill
slope into a natural drainage off-site to the northwest. This culvert was designed as an l8-inch
diameter comrgated metal pipe with a drop inlet on the upstream end and a t-section at the
downstream end. The culvert was conservatively sized to handle the predicted flow of four cubic
feet per second. Predicted peak flows, water depths, and design depths in each channel and
culvert are summarizedkt,Tables 5-1 and 5-2 (Appendix 5).
3.3 Closure and Post-Closure Design, Construction and Maintenance
A detailed discussion of closure and post-closure design, construction, and maintenance
is included in Sections 4.0 and 5.0 of this application. Because of its remote location, the post-
March 2018
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Millerd Coun$ Soliil Waste I)epartment *71 South 200 West, PO Box 854 *Delta, Utah8r';624 *[phone]
Fillmore Class [Vb Landfiil
Millmd County, Utah
Permit Renewal Application
closure land use of the property is likely to be open range. However, the perimeter fence will
remain in place until the completion of the post-closure care period.
3.4 Facility Zoning Status
The landfill site is within County zoning boundaries designated as AG-20, Agricultural-
20 acre. Use of the site for landfilling purposes is a pre-existing, non-conforming legal use for
the AG-20 zoning classification. Surrounding land use is primarily for agricultural and open
range purposes. The current Zontng Ordinance was adopted during the2013 calendar year.
Land within one-half mile of facility property boundaries to the north, south, east, and west is
also designated with the AG-20 zoning classification. Zoning boundaries and classifications
within three miles of the facility property boundaries are delineated in Figure 3, Fillmore Zorung
Map, enclosed in Appendix 1.
3.5 Relationship to Solid Waste Managemcnt Plan
All municipal waste within Millard County is cunently routed to the Millard County
Landfill near Delta, Utah. The Fillmore Class IV Landfrll is an integral component of the
Millard County Solid Waste Management Plan in that it provides a central location within
Millard County for the disposal of Class IVb waste. As a result, a large portion of the waste
generated in Millard County is diverted from the Millard County Landfill to the Fillmore C1ass
IVb Landfill, where it can be landfilled more economically and efficiently.
3.6 Compliance with R315-305
Section R3l5-305 of the Utah Administrative Code defines general and operating
requirements for the operation of a Class IVb landfrll in the State of Utah. This section describes
how the Fillmore Class IVb Landfill satisfies those requirements.
o As described above, the Fillmore Class IVb Landfill is not subject to the location
restrictions defined in Section R315-302-1.o With the submittal and subsequent approval of this Applicationfor Renewal of a
Permit to Operate a Class I[/b Disposal Facility at the Fillmore Landfill, Fillmore,
Utah, Mrillard County will obtain a permit to operate in accordance with R3l5-305-
2(2).
Millard County Solid Waste Department *71 South 200 West, PO Box 854 *Delt4 Utah84624 *[phone]
March 2018
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Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application Mmch 2018
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As described in Section3.2, the Fillmore Class IVb Landfill has been designed to
collect and control the run-on and run-offresulting from a 25-year,24-hours storm
event as per Section R315-305-2(3).
As required by Section R315-305-2@) and described in the Plan of Operation, the
landfill attendant will record estimates of the incoming volumes and types of waste
disposed of at the site.
Millard County will comply with UAC R315 -302-2(6) as described in Section 1.6 of
this report regarding notations to the deed to the landfill property.
The operation of the Fillmore Class IVb Landfill meets with the requirements for
operation, established by R3l5-305-3, as described by the Plan of Operation in
Section 2.0 of this permit application.
The landfill will be closed in accordance with the Closure Plan described in Section
4.0 of this application.
4.0 CLOSURE PLAN
This Closure Plan has been prepared for the Fillmore Class IVb Landfill in accordance with
UAC R315-302-3. Closure of the landfill will be performed in accordance with this plan, and in
such a manner as to:
. minimizethe need for further maintenance;
minimize or eliminate threats to human health and the environment from post-closure
escape of solid waste constifuents, leachate, landfill gases, contaminated run-off or
waste decomposition products to the ground, ground water surface water, or the
atmosphere; and,
adequately prepare the facility for the post-closure period.
This plan and any future alterations or amendments to this plan will be maintained with the
operations plan for the facility at the Millard County Offices in Delt4 Utah.
Millard County Solid Waste Deparhnent *71 South 200 Wes! PO Box 854 *Delt4 Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page28
4.1 Closure Construction
The final cover will be constructed in accordance with UAC R315-305-5(5xb)(ii). The
final cover will consist oftwo feet of compacted native soil. Of these two feet, the upper six
inches will be topsoil or other suitable soil which is capable of sustaining native plant growth.
The final cover will be revegetated with native plants and grasses according to a plan developed
or recommended by a representative of the U.S. Department of Agriculture Natural Resources
Conservation Service (NRCS) representative, and graded to prevent ponding and minimize
infiltration of run-off waters.
Based on the vertical and lateral expansion design presented in the drawing set in
Appendix 1, Millard County will perform final cover placement at the end of the active life of
the landfill. Closure activities will be initiated when the development of the site reaches the final
design height illustrated on attached Figure 5 (Appendix 1). As a result, the size of the area to be
closed will encompass only the 0.4 acres located inside the fenced area along with the 0.25 acres
outside the fence which is being used for dead animal disposal. There will be al6-aqe limit of
final cover placement. All equipment which will not be used on-site during the post-closure
period will be removed. Structures at the site which remain after the final receipt of waste, and
which will not be an integral part of post-closure site maintenance, will be removed from the site.
Any soil contamination remaining after the final receipt of waste will be removed, treated, or
disposed of according to applicable regulation. Following the final receipt of waste, any
remaining stockpiles of recyclable or other stored materials will be removed from the site.
Rough contouring will be performed throughout the life of the site during daily operation.
Following the general site cleanup described above, final contouring will be performed using
waste and native soils to establish a suitable foundation for final cover construction. The site
will be surveyed to establish base elevations for closure cap construction. After final grading of
the foundation layer, the final cover layer will be constructed. Following the placement and
compaction of a minimum of two feet of native soil, the landfill will again be surveyed to verify
the final thickness of the final cover layer. As described above, the upper six inches of the final
cover layer will be comprised of topsoil or a comparable soil which is capable of sustaining
native plant growth. Following placement of the final cover, the top several inches of soil will
Millard County Solid Waste Depsrtment *71 South 200 Wesl PO Box 854 *Deltq Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page29
be scarified and then seeded or hydroseeded with a seed/fertilizer mixture designed or
recommended by a representative of the Natural Resources Conservation Service (NRCS).
Drainage channels have been designed and will be constructed to accommodate the flow
from a 25-year,24-hour storm event. Much of the drainage system construction will be
accomplished throughout the active life of the facility. Any drainage system construction which
remains after the final receipt of waste, such as along the maintenance bench on the west slope of
the waste mass, will be completed following the installation of the final cover described above.
Interior and exterior perimeter drainage or drainage diversions will be constructed as defined in
Section 3.2 and illustrated on Figure 5 (Appendix l). The drainage will assist in maintaining the
integrity of the final cover and preventing a washout of waste due to uncontrolled run-off during
precipitation events.
4.2 Closare Schedule
At least 60 days before the projected final receipt of waste, Millard County notifu the
Executive Secretary of the intent to close the Fillmore Class IVb Landfill and implement the
closure plan. Within thirty days after the final receipt of waste, Millard County will implement
the approved closure plan. The closure activities described in this plan will be completed within
180 days of initiation. Following the completion of closure activities, Millard County will
submit to the Executive Secretary a set of as-built drawings of final closure construction.
4.3 Site Capacity
The area-fillmethod of disposal is utilized at the Fillmore Class IVb Landfill. Current
operating plans are to continue filling in the northwest comer of the site until the area reaches the
level of the existing waste mass to the east. Filling will then commence against the east wall of
the current soil borrow pit and continue north and west as the borrow pit is expanded to the
northern limit of waste placement. This second waste lift will be approximately t0 feet thick and
will be completed from the eastem wall of the existing borrow pit to the extreme western waste
slope. The life of the entire site is expected to be considerably more than 50 years. As a result, a
rough volume estimation was done for the completion of the existing waste lift to the
Millard County Sotid Waste Department * 7l South 200 West, PO Box 854 *Delta Utah 84.624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 30
northwestern comer and the subsequent lift from the eastem wall of the soil borrow pit to the
western waste boundary. In order to estimate the expected life of these two lifts, the following
assumptions were made:
o total incoming waste volume is estimated at 8 cy per day;
. 50Yo of the incoming waste is diverted from disposal through burning or recycling;o total landfilled waste is estimated at approximately 8.6 cy per day, 156 days per year;
o remaining volume of the existing waste lift is 26,100 cy;o disposal volume of second lift is approximately 185,000 cy (1,000'L x 500'W x 10'
D);o waste to soil ratio is approximately l0:1; and,. average annual growth projections for Millard County are estimated at 0.75oh
(Stansbury, 1993).
Loading rate calculations based on these assumptions are included in Appendix 3.
Twelve-year growth projections for the county were obtained from the Millard County Solid
Waste Management Plan (Stansbury,1993) and applied into the future. The calculations indicate
that the remaining portion of the existing waste lift will provide approximately 26,100 cubic
yards of waste disposal lasting into the year 2025. The subsequent lO-foot lift extending from
the east wall of the existing borrow pit to the westem waste slope will provide an additional
disposal volume of approximately 185,000 cubic yards and waste disposal into the year 2046.
Based on this data, it is reasonable to predict a conseryative site life of well over 50 years.
4.4 Final Inspection
Following the completion of closure activities, a final report will be prepared and entered
into the operating record of the facility. The report will summarize laboratory and field test data
which support the conformance of the final cover installation and closure activities with the Utah
solid waste regulations and the approved Closure Plan. The report will also include as-built
construction drawings. The Executive Secretary will be notified of the completion of closure
activities and arrangements will be made for a final inspection by UDEQ. Following final
approval by UDEQ, the post-closure maintenance plan will be initiated pursuant to the approved
Post-Closure Plan, outlined in Section 5.0 of this permit application.
Millard County Solid lYaste Departmcnt *71 South 200 West, PO Box 854 *Delta Ut:rh84624 *(435) 864'1400
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page 3l
4.5 Closure Construction Cost Estimate
The closure cost estimate, detailed in Table 4.1 (See Tables), has been prepared by
Sunrise Engineering,25 East 500 North, Fillmore, Utah 84631, Telephone: (a35) 743-6151,
Licensed Professional Engineer Zane W . Pentz, No. I 86879. It is estimated that the site will be
closed in halves, with the largest area requiring closure at arry time constituting 16 acres. The
cost estimate is based on the assumption that an outside contractor will perform the construction
tasks and has been prepared using reasonable estimates of unit costs based on 2018 dollars.
Millard County has established a trust fund account with the State of Utah Treasurer's Office.
The trust fund will provide financial assurance for closure construction and post-closure
maintenance at the Fillmore Class IVb Landfill.
5.0 POST-CLOSARE PLAN
The Post-Closure Plan has been developed in accordance with UAC R315-302-3. Post-closure
care and maintenance of the Fillmore Class IVb Landfill will be performed in accordance with
this plan, which provides for continued facility maintenance. The design of the Fillmore Class
IVb Landfill does not include a gas monitoring, ground water monitoring or leachate collection
system; therefore, the post-closure plan does not include provisions for gas or ground water
monitoring. The office listed below may be contacted during the post-closure period regarding
issues which concern the landfill property:
Millard County Offrces
7l South 2A0 West
Post Office Box 854
Delta, Utah 84624
(43s) 864-1400
5.1 Monitoring of Environmental Systems
This permit application is submitted without provisions for ground water monitoring,
surface water monitoring, or leachate collection or treatment systems. Exclusion of these items
is based on the classification of the landfill as a Class IVb waste disposal facility.
Millard County Solid Waste Deprrtment *71 South 200 Wes! PO Box 854 *Delta, Utah84i624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
5.2 Maintenance Activities
Following closure of the Fillmore Class IVb Landfill, the final cover and drainage
systems will be inspected at least annually by personnel from Millard County. The final cover
and drainage system will be examined for the effects of erosion, subsidence, settlement, or other
events which may compromise the integrity of the final cover or the effectiveness of the drainage
system. Necessary repairs will be completed as soon as is practicable following each inspection
in order to maintain the effectiveness of the drainage system and restore the integrity of the final
cover. The site perimeter fence will also be inspected during annual inspections.
5.-3 Post-Closure Schedulc
Post-closure activities will be initiated immediately following the completion of the
closure activities described in Section 4.0 of this application. Post-closure activities will
continue for a period of thirty years or a period established by the Executive Secretary. If post-
closure monitoring activities indicate that the site has stabilized and does not pose a threat to
human health or the environment, Millard County may petition the Executive Secretary for a
decrease in the length of the post-closure monitoring period.
Upon completion of post-closure monitoring activities as determined by the Executive
Secretary, Millard County will submit to the Executive Secretary a certification, signed by a
County representative, which states why post-closure activities are no longer necessary.
Following final approval by the Executive Secretary, post-closure monitoring activities will be
discontinued.
5.4 Record Modilications
Within 60 days after the completion of all closure activities, plats and a statement of fact
conceming the location of any disposal site shall be recorded as part of the record of title with
the County Recorder. The notation will serve to noti$ any potential purchaser of the property
that the land has been used as a landfill, and that its use may be restricted by local land use or
zoning regulations. Millard County will notiff the Executive Secretary that the deed notation
has been recorded.
March 2018
Page32
Miltard County Solid Waste Department *71 South 200 West, PO Box 854 *Delta, Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application
6.0 FINANCIAL ASSURANCE
The current Closure Cost Estimate with inflation is:
The current Post Closure Cost Estimate with inflation is:
March 2018
Page 33
5.5 Post-Closure Cost Estimate
The post-closure cost estimate, detailed in Table 5.1 (See Tables) has been prepared
utilizing Appendix G of the Utah State Solid Waste Permitting and Management Rules. Some of
the assumptions used to derive the cost estimate included annual inspection of the integrity of the
final cover and general site condition and hiring a third-party to perform the inspections. The
cost estimate for annual post-closure care is presented in detail in Table 5.1, and is based on
2018 dollars. A ten percent contingency has been built into the cost estimate. Millard County
has established a trust fund account with the State of Utah Treasurer's Office. The trust fund
will provide financial assurance for closure construction and post-closure maintenance at the
Fillmore Class IVb Landfill.
$20,241.00
$98.074.00
$118,315.00Total:
The PTIF Financial Assurance trust fund account # 2528 is in place with a current balance of
$125,205.99.
Millard County Solid Waste Ilepertment *71 South 200 Wes! PO Box 854 *Delta Utah84624 *[phone]
Fillmore Class IVb Landfill
Millard County, Utah
Permit Renewal Application March 2018
Page34
7.0 REFERENCES
Brough, R.C., Jones, D.L. and Stevens, D.J., 1987, Utah Comprehensive Weather Almanac:
Publisher's Press, Salt Lake City, Utah.
Haestad Methods, Inc., 1990, FlowMaster I: Haestad Methods, Inc., Waterbury, Connecticut.
Merritt, F.S., 1983, Standard handbook for civil engineers: Third edition, McGraw-Hill Book
Company, New York
National Oceanic and Atmospheric Administration,l9T3, Precipitation Frequency Atlas of the
United States - Volume VI, Utah: United States Department of Commerce.
Stansbury Design Associates,1993, DRAFT Millard County Solid Waste Management Plan
1993-2012: unpublished report submitted to Millard County, Utah, 38 pp.
Tchobanoglous, G. Theisen, H., Eliassetr, R., 1977, Solid wastes: engineering principles and
management issues: McGraw-Hill Book Company, New York
United Stated Departrnent of Agriculture, Soil Conservation Service, 1986 Urban hydrology for
small wall watersheds: Engineering Division, Technical Release 55, Second Edition, June 1986.
United States Department of Agriculture, Soil Conservation Service, 1972, National Engineering
Handbook - Section 4 - Hydrology: U.S. Government Printing Office, Washington, D.C.
United States Department of Agriculture, Soil Conservation Service, 1975, Standards and
specifications for soil erosion and sediment control in developing areas, College Park, Maryland,
June 1986.
U.S. Environmental Protection Agency (EPA), lgg2,Draft Technical Manual for Solid Waste
Disposal Facility Criteria-40 CFR Pafi 258: U.S. EPA, April 1992.
Utah Administrative Code, 1994, Solid Waste Permitting and Management Rules, R3l5-301
through 320: Utah Department of Environmental Quality, Division of Solid and Hazardous
Waste, Revised as of July 1,2001.
Millard County Solid Waste Department *71 South 200 Wes! PO Box 854 *Deltq Utah84624 *[phone]
TABLES
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STAT'EMENT OF ACCOUNT
PTIF
UTAH PUBLIC] TREASURERS' INVESTM
David Damschen, Utah State Treasurer, Fund Manager
PO Box 142315
-150 N State Street. Suite 180
Salt t-ake ciry, Utah 841 14-23 l5
Local Call [phone] Toll Free [phone]
www. treasurer.utah.gov
ESC-MILLARD CO LANDFILL FILLMORE
SHERI DEARDEN
50 S MAIN
FILLMORE UT 84631
ENT FUND
Table 6.1
Account PeriodAccount
2528
Summary
December 01,2017 through December 31,2017
Beginning Balance
Deposits
Withdrawals
$ 125,032.47
$ 173.52
$ 0.00
$ 125,205.99
Average Daily Balance
Interest Earned
360 Day Rate
365 Day Rate
s 125,032.47
$ t73.52
1.6116
r.6340Cgr"**
Date Activitv Deposits Withdrawals Balance
t2/01/2017
t2t3u20t7
1213U2017
FORWARD BALANCE
REII\N/ESTMENT
ENDING BATANCE
$ 0.00
$ 173.52
s 0.00
$ 0.00
s 0.00
$ 0.00
t25,032.47
125,205.99
t25,205.99
$
$
$
Page I of1
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APPENDIX2
Landfill Property Lease Agreement
INTERLOCAL AGREEMENT RE NEWAI,
LEASO OF LANDFII-,f,
THIS RENEWAL, made and cntcrcrl into ctl'ective this 5th day of t)ecemb er,20l7,by
and between MILLARD COUNTY, a bocly corporate and politic und u legal subtlivision of theState of Utah, whose mailing address is 50 South Main, Fillmorc, tJtah 8463 I, arncl l.lLLMOREg.lIY, a municipal co4poration on the Statc of tltah, whose mailing adtlress is tr.o. Bux 6g7,Fillmore, Utah. Millarcl County and Fillmorc City are referred to Jollcctivcly ars thc..p,rties-
RECITALS
The parties recite the following as the basis for entering this Renewal.
A. On August 18,1997 thc parties entered an Interlocal Agrecrrrcnt usti.rblishing thc
lease of the Fillmore City Landfill by Millard County and setting [irr tJrnrs ot'operation.
B- The August lS,lggT Interkrcal Agrccnrcrrl cirlls lirr l0 year renewals upon the
agreement oI hoth parties.
C. The parties now desirc to renew the August |8, lggT lnterlocal Agreement for a
10 year peritxl.
NOW, TI tURIl"ollE, lbr the mutual consideration expressed herein, the parties agree asfollows:
Section 1. Renewal of Interlocal Agreenlcr[. Thc Augusl ll{. 1997 lnrcr1rc1lAgrccmcnt is hereby rettcwcd for a ten year periocl bcginning on .lurruury I , 20lll altl ending orr[)eccrrtber 31,2027 sub.icct to all of the terms and corrtlitions stutctl tlL:rcin.
IN WITNIISiIi Wlllll{tlOF, the parties hereto lrrvc executed this l(enewal on the clay anclyear first above writtcn.
MII,I,ARD COUNTY FILLM( )t{t,)( ttTY
a
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By: Mayor
ATTEST:
APPENDD( 3
Loading Rate Calculations
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FILLMORE CLASS IV LAIYDFILL
LOADING RATE CALCULATIONS
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TOTALflLL
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Volumc Volumc(cy) (cv)
1996 0 r,040 4.0 1.040 104 I(}4 l_14 t r441997 0 ro48 4.0 2.088 zw 313 1257 24011998 I 1,057 4.1 3.145 3r5 621 l37l 3i72
1999 2 I,065 4.1 4:10 42t t-()48 t-486 52s9
2000 3 l-074 A.l sasa 528 1.577 1,602 6.1 5t20ot41.082 4.2 61(6 637 2213 l-719 I 79
200.2 5 1,091 4.2 7457 ?46 2,959 l-837 tO-416
i{)rrJ 6 l-100 4-2 a ss1 856 3-815 1.955 t2:7t2W1,108 4.3 9.665 967 4-78r 2-O7S l4-t 46
2005 l-ll? 4.t to ?R3 l_078 5-86r)2-196 t6-il22W91,126 4.3 I t.909 1-l9l 7 oso 2317 18.959
2007 l0 1,135 4-4 13.044 1304 8_i55 2-4l,0 21_99
2006 I 1.t44 4.4 I4.r88 1,419 9.774 2-563 23-l .,
20w t2 I.t54 4.4 15342 lJ34 11308 2.688 2655020tol3r.163 4.5 16.505 I.650 12-958 2.Er3 29A6320ll 14 1.172 4.5 17-677 L768 14126 2.940 32-40320t2 15 I,l8t 4.5 18.858 1,886 16.612 3967 35A702Al3 t6 l-t9l 4.6 200/;9 2.005 18-617 3.1!)6 38-666
2014 t7 l:00 4.6 21249 2-125 20-742 3-325 4r-99r2015 lE r3l0 4.7 22A59 2246 22_988 3/456 45,44720t6 19 l22o i.i 276ie -2368 253ss 3J88 49fr34L9t7 20 l2?9 4.7 24,%8 2.49t 27-A6 3.720 52.7ss2018 2t t239 4.8 26,t48 2-615 30.46t 3.854 56.6@20t9 22 t249 _ 4l:8 273n 2.74A 33r0t 3.989 60.598
2020 23 I l:s9 4.t 285s6 \W 36.066 4-125 Ai222021 24 rJ69 _ 4s 29925 --r.s9-3---Ji.o59-I 4262 68-984
2022 25 lgg 4.e 3tr05 3.120 42-179 4-400 73 u
2023 26 I l:90 5.0 32A94 3249 45-429 4-539 77-E23
2024 27 I lJ00 5.0 33,794 3379 48.808 4.679 82.602
2025 ?8 ljro 5.0 35.105 3-510 ?319 4.821 87-423
2026 29 l32t 5.t 36.42s 3.643 55.961 4-963 92387zo27 30 1.33 t 5.1 37 Js7 I 3.776 se-:/3l I 5-107 97-494
2028 3l I 1342 5.2 39-099 r.sro -- 63647 T 5252 tO2-746
2m9 32 1353 5.2 4OISZ 4.M5 67.692 5J98 108-144
2030 33 1,364 5.2 41.8t5 4.182 71.873 5.545 113.689203t 34 1.3'15 5.3 43.190 4Jl9 76.t94.5.694 119382
zo32 35 lJ86 5.3 44.575 4-458 80_650 5.843 t25225
2033 36 t397 5.4 45"972 4-597 85 24?5-994 13 tJl9
3034 37 1.408 5.4 47380 4.738 89 98s 6-t46 137365p
n:94501 1.0}&all\illrnlodxls Yector Engineering Inc.Rcuscd: ?29y'97
Fillrrqc CLs IV Lrldlill
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SOILREQUIREMENT
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2035 38 l-419 5.5 48-t99 4-880 9t-865 629E 143-66,,2036 39 r.430 5.5 48.804 4,880 9B346 63tt 1499t52037 40 t.442 5.5 4E-El0 4.881 t04-626 6i23 t56.29E203E 4l I-453 5.6 48-815 4-882 lO9-508 6335 162-6322039 42 t.465 5.5 48.82t 4-882 t'4i9r)6347 t689802MO 43 t.477 5.7 48.t 7 4.883 119273 6359 t753392@t 44 11489 5.7 48.832 4.E83 t24-t56 6372 l8lJil20/,2 45 1.500 5.8 4E.838 4-t84 129-040 6384 188-0952043 46 t5t2 5.8 48-U4 4-884 t33.924 6s97 r94Av22M4 47 1525 5.9 48-t50 4-885 I38-8[D 6-4tO 200901ao/'s 48 lJ37 5.9 48-856 4-885 143-695 6-422 2Ut3242W 49 lJ49 6.0 48.E62 4.E86 l485El 6-435 2t31592M7 50 1,561 6.0 48,868 4,887 153;468 6,48 220,X7
Vector Enginecring, Inc
APPENDIX 4
Record keepingo Inspection, and Training Forms
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LAI\DFILL ANNUAL REPORT
For Calendar year2017
Administrative Information (Please enter all the information requested below - type or
Facility Name:
Facility Mailing Address:
(Number & Stree! Box and/or Route)City: Zip Code:
County:
Owner
Name:
Permit No.:
Phone No.:( )
Mailing Address:
City:
(Number & Sheet, Box and/or Route)State:Utah Zip Code:
Title:Contact's Name:
Contact's Mailing Address:
Phone No.:( ) Contact's Email Address:
OpefatOf (Conplete this section only if the operator is not an employee oJ the Ovner shown above)Name: Phone No.:( )
Mailing Address:
(l.iumber & Sheet, Box and/or Route)
City:State:Utah Zio Code;
Contact's Name:
_ Lrp uooe:
Title:
Contact's Mailing Address:
Phone No.:( ) Contact's Email Address:
and Status
flchssl EChssIIIb
f]Class II fl Chss IVa! Chss IIIa ! Chss IVb
fl Chss v
! Chss VI
Facility operates separate cells for C/D and municipal waste. Yes n No IIffaci1itywaspe1manentlyc1osedduringtheyearenterdateclosed:-
Annual
Total tons received at facility for disposal:
Waste Type
Municipal
Industrial
CIDI
Waste Origin
Out-of-State
Total Measurement
In-State Tons Cubic
YardsuDtrtrtrtr
rC/D waste includes all waste going to a Class IV or VI landfill cell
Conversion Factor Used
f, None f] Fromrules f] Site Specific Conversion(pleaselist)l
Page I of2
Material Recycled:Tons fl cubic Yds. n(Material recycled should not be included in disposed tons reported. Report compost on separate form" Circle tons or yards)
Utah Fee
Disposal Fee Required to be Paid to State Yes E No E (rf yes please show fees paid berow)
Municipal
lndustrial
ctD
Annual
(Municipal, Industrial and C/D are fees paid by Commercial Facilities. Annual fee is paid by facilities operated by a municipality)
Landfill
Current Landfi ll Remaining Capacity
Tons:Cubic Yards:
Acres:Years:
Acres Currently Open:Acres Currently Closed:
Financial Assurance
Current Closure Cost Estimate:
Curent Post-Closure Cost Estimate:
Current Amount or Balance in Mechanism:
(Iffacility permit has been renewed ifbalance does not equal or exceed total for closure and post-closure care please
contact the Division)
Current Financial Assurance Mechanism:
(ie. Bond, Trust Fund, Corporate or govemment Test etc.)
Mechanism Holder and Account Number:
(ie. Name of Bond Company, Bank etc. Account number)
Financial Assurance: Each facility must recalculate the cost of closure and post-closure
carc to account for inflation and design changes each yeil. The inflation factor can be
found on the Division web page. Facilities that are using a trust account should include a
copy of the most recent account statement.
Note Facilities using "Local Government Financial Test" or the "Corporate Financial
Tesf'must provide the information required in R315-309-8(4) or R315-309-9(3)
each year.
Other and Information
Ground Water Monitoring: Class I and V landfills only. Check if exempt
Explosive Gas Monitoring: Class I, II and V landfills only. Check if exempt
Training Report: A report of all training programs
personnel during the year.
rty
only. Checkifexempt tr
lls only. Check if exempt tr
or procedures completed by facil
Does the facility have a landfill gas collection system Yes n No E If yes please
briefly describe use of gas, e.g., flared or used for electricity generation.
Signature:Date:
Signature should be by an executive officer, general partrer, proprietor, elected ofiicial, or a duly authorized representative. A duly authorized
representative must meet the requirements of the solid waste rules (UAC R315-310-2(4Xd)).
Print name:Title:
Page2 ofZ
MILLARD COT]NTY LAIIDFILL
NOTIFICATION OF IN SERYICE TRAINING
Please Print
Employee's Name (Last Name) (First Name) (Middle Initial)
Employee Number Social Security Number Class Completion Date
Title of School or Training Location Number of Hours
Employee Signature
I veriff that this employee was present for the above listed training hours.
Training fficer, Instructor, or Supervisor Date
Millard County Landfil!
$*ting Agenda
l[eeting
IitleLandfill
Safety Meetins Landfill Safetv Meetins
Start
Time
Stoo Time
)ate Place
PERSONS ATTENDING
I 2
3 4
5 6
7 8
9
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TOPIGS OF DISCUSSION
MEETING NOTES
APPEI\TDD( 5
Drainage Design Calculations
Summary of Results
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Enginccring Rcport
Filtmore Class IV I:rdill
Appendix 5
Table 5-1
Summary of Hydrologic Analyses
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Notes:
l. Time elapsed since beginning of storm er"rri, in ho*r.
2. Complete results of each hydrograph are not included in this summary.
3. See attached TR-55 data sheets for input and ouput details.
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(hr)
Estimated Run-OfrFlows by Snb-Areq in cfs (2)
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lA lB Flows 2
Conrbined
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Combined
4 5 Flows 6
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FRE]M TI6UPE A5, NEAA ATLAS A. VEL. VI ,.UTAH
PRECIPiIAIIEI.I IN TENTI.l: EF AN iNJCH
TlECTOP"
YsivctNstruNc INC
:-'raAR 24-l-1ClJP PRflllPlr,qIi{ll'FIGUPE
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JOB N0 945013.02 APPR. CEN DATE: E/1/97
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PRICIPIIAIiEN IN TENTH! OF AN INCH
T TE CTOR,YeuqyetnrNG. tNC
25-'itAR, ^) 4--t(lrr_rP PRErllPlTATiul'.i riGIJ R f
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carrod city, Nv a cr.ss vallcy. cA a s6ntiago. chrt6 a M€odoza. Arg€ntrn.
JOB NO. 945013.02 APPP. C[i\ DATE: 8/ 1 /97
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Cover t3rpe
Cover tlescription
Cune numbens firr
hydrtlogic sril grrlup-
Hydrologic
condition cA
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forage for grazing.r
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gnrzing and generally mowetl for hey.
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the mqjor element.c
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rAremrrc runolf eonrlition. and I" - 0.A1.
rl\rn: <iilll gr.rrurxl srser. or lre:rril.v gnuerl rrith nu rtrulch.l'nir: 51, to 7$rl grrrurrrl trrrer:urrl iut hearil;- gnrzerl.Gxxl: >i57 gruuurl corer lul lightll' ur unlj. rru.siorurlt..- gr:zr.rl.
tl\xn: <!'iI? grrlrrtrl crrrer.l\it ill lo ii{l gt'lunrl trrrer,(ixxl: >7,7,? gnxrrxl qrver.
rActu:rl rurr e nrrnrber. is le$..r thnn .I[ use CN = illt fur rrurolf qrmllutatirrrrs.
ftrrnt tht CN's frrr. u'rrxls trnrl lr:L{tutt.
i llxn: l'urest litter. srrl;rtl trrrt s. arrrl lrrrsh urr rh.str.u.verl b.r hear.v gnrzing or. regrrlur hurrring.hhir: Wrxrls itre gt:rzerl l)ut uot burrrtrl. anrl xrrrre firir.st titter crirox the xoil.{rirrl.' lVrxxls ilre lrrutesterl fr'urrr gr:rzing. lrrrl litter :rrrrl bnrslr :rrlerFratclr: (1rrer the s.ril.
(210-VI-TR-55, Second Ed., June lg86)
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A.30 (210-VI'TR'55, Second Ed., June 1986)
Exhibit A-1, continued: Hydrologic soil groups for United States soils
! | rrerlotE c I r.rto c I ,tLgeo I D^Llr .c Irrrttci€tt I I DELEL II'c I r.rtxC^u ! | ,€LL^xr I 9^ro(,3t e I ,rlr.a c I ,€Llc! | ,.rr t I rrto3
C l r^r.(Hut'-! I rr?ourvtl.l.!c I rcLlor
c I rta.ctSE c I ,r?alct^r I 'ELTIE! I ,^t.COt E I err.lcr ! I ,€tl.t
! I 9.a.Xlt c I p^rrol.E C I P[LL[JT3
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! I 9r.<lL^S c | ,rtrct ! | tlxtgrlor.
r/ol trt<l.lx o I ,.rrtt3or.c I ,crioora
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a/ol trr3116g G I P'UL ! | PErt
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rrc t t^lOttYlLL:? I tlrLlx.o I rcrrr9ox
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le.clrlo I l9^uirtu ! l'Er'ooP'tLLt
! lprtr€trc ( irrurs^ucur' o l'cxo^rt
o lFrltsr c l,ru5'"? ! l'c{o'lvl3
! | ,rgl3l^r. -o ! trutcl.r ! | rcxocr
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; i;;::;-'' - larv*r o !'-::::::::"O I 9rarCrLt,i. ].liiffit olxoLcrox
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t l 9rrL l{c I ttrErtg ! I 'C'lraa^t 9
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c lgrEP^x c iP:resttl o l'lxtxou3t
lroloreatsx ( ltarSLgY o l'tnlt
c I 'al3p€rc O I PC'.iCLLe | 9laEllr 5 ! 'E"4"r tD..3F|!L ! loGr"trc !::::::::o t e.tstPrar.t c/ol ttrtl(x o | 'zF"
r trralors C l'fltlEtotr" c l9€Ocr
E lr^F7LOr o lprclrorlcl ! lPcox
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! tr.rttt C ttEcitSl{ O I'COL^
a lo^EtttrcE r l,cco3 o I 'gcxci! Itcoxc.ocrlico
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9 r.toe tp a
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0 .,aa,19a(,rr.cur9t9Ll
o Ittt(., ! ltaro E r7E-EL
o lprt(ftal.o ( Itrroreoo t Itch€v
a !o.9(! ! lt.ltlLlor'
o ipeprytltE < lrrttco
! I tErotoY! | 9€xaLrs
o l rgr.6lLL?
C I t?r.lrsUL^
! l rcrl?crte( | ,fxL^r
!
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! l grt(3 ! l ,.rllxc E l 'cn'Frvr'
e lrrfirlEr ! lt'rr"E o l'qrl3?^J'
! | ,ttscx
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c lDI3CO.Ce.lxGo < lttoa( c l9€o'ox'c | 9aP^r.G lrrSC3eCO O IPEOC'x'L'3 c Et"L
e terroucttr o l,fgtco c l'cPoor
c I tEol.ctoPo < I ,€Petec I prscLrtrt. < | FEoLErqxe
t ,ooEl.rl,-t r:r I9€ool.l ! | 9"tor'
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^ lo'lllEs c l"auo9! !trssCrrtrx O l9CE'Lc3 s t'c,v"
! lo^ssre c l'rEro ? !:9:::::C I 9EEL C I Pfr.tlO
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c lg.rrxr < l'lEvYrlLL c l9Ec(oux
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r le^rtLrtcx o lP€G'^r ! lP€elLL^
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t
a
TR55 Results - Final Site Conditions
It
t is::::-:-i:
I Project : ffLLlIoRE clAss rv LATTDFIIJJ
T{R-55 CURVE NT'IIIBER COUPUTATION VERSION 1.11
User: RBB Date: 01-08-97Date: r lq lnCoUnty : UTIJARDCounty : UrIJ,ARD State: UT Checked: CDr-Subtit].e: HYDRAUIIC ANAI.IYSIS: SUB-AREjA I
r oTEER AGRTGTLTTURAL IAI{DS
I Pasture, grassland or ran€Je good 19.6(80)
I fotal Area (by Hydrologic So11 Group)
=..
Hydrologic Soll croupABCDAcres (C!I)
SUBARE,A: 1A TOTAI. DRAN.IAGE ARE,[: 19.6 ACTES WETGIITED CI'RVE NTJMBER:8O
I
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It TR-55 CURVE NI'UBER COUPUTATTON
Project : FILLMORE CIASS MAIIDFILL User: RBB
SubtItIC: HYDRAULTC AI{ALYSTS: SUB-AREA 1Subarea : 1b
VERSTON 1.11
Date: 01-08-97Date: t l( lqr
COVER DESCRIPTION
HydrologicAB
Acres
SoiI Group'cD
(cN)
I
I
I
I
t
t
I
OTBER AGRTC{'I{'T'RAL IAI.IDSPasture, grassland or range good
Total Area (by llydrologLc Soil Group)
e.84 (80)
9. 84
SUBARE.A: lb TOAAL DRATNAGE AREA! 9.84 ACreS WEIGHTED CURVE NTI}TBER: 8O
I
I
I
I
I
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to
I
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I
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T
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TR-55 Tc and Tt rIIRU SUBAREA COMPUTATTON
User: RBB
Checked: Car*
VERSION 1. Ll
Date: 01-08-97Date: ,-l-ilrl .
ProJect : trrllfl'[ORE CI"ASS IV LAI{DFILLCounty : UII,LARD State: tIISUbtitlE: HYDRAULIC AI{AIIYSIS; SUB-AREA 1
Subarea *f -Blow lYpe Slope Surface(ft/ftl code (sVft)Wp(fr)Velocity Tine(ft/sec) (hr)
1an Area2 yearrain Length(ft)
Sheet X..4Shallow Concentrd
Open Channel
Shallor Concentrd
open Channel
300
1558
580
t 558
580
.051 E.051 u
o. 387
o. 119o.o77
o.58r
0.119
o.o77o.20*
.051 u
2.tTtne of Concentration =
2 -7.Sravel Time =
t subarea *z -- -;;;;--- - ;;---;;;;;--;i;;(sq./ft) (ft) (ftlsec) (hr)
o. 4783.3 0.105
Time of Concentration = o.58*
=====
3.3 0.105
Travel Time : O.11*
=====
--- ShaIIow Concentrated ---Surface codes
P Paved
U UnPaved
1b
nFlov frce 2 year
raLn
Length Slope Surface(ft) (fE/ftl code
?
I
I
I
T
t
I
I
lo
Sheet 1.4
Open Channel
Open Channel
300
L252
L252
.03 e
Sheet Flow Surface
A Smooth surface
B Fallow (No Res. )C Cultivated < 20 t Res.
D Cultivated > 20 t Res.
E Grass-Rangie, Short
Codes ---F Grass,
G Grass,
H Woods,I l{oods,
Dense
BurmudaLight
Dense
* - Generated for use by TABULAR rnethod
It
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tp
t
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to
TR-55 TABUI.,AR DTSCHARGE METEOD
Project : FIII;UORE CIASS MAIIDFIIJLCounty 3 UILLARD State: UTSubtitlE: IIYDRAUI,IC AIIALYSTS: SIIB-AREA 1
User: RBB Date: O1-O8-97
checked: !* Date: r lq lq:. -
\IERSION 1.11
rotar watershe:_:::::__!:313_11_:1__i:y3s:.:#":_1___:::ffi:L-3:-::::=
1a XbArea(sq ui) o.03* O.02*Rainfall(in) 2.6 2.6Curye nunber 80* 80*Runoff(ln) 0.96 0.96Tc (hrs) 0.58* O.58*(Used) 0.50 0.50Tiue?o0utlet 0.11* O.OO(Used) O.2O O. OOta/P 0.x9 o.19
Tine Total Subarea Contribution to Total Flow (cfs) --?-----(hr) Flor La 1b
11.OOOO11.300011.600011.9L1012.O 2 L 1Lz.t312L2.2624L2.3 10 4 6
12.4 15 8 7P12.5 18 11 7L2.6 19P 13P 6L2.7 16 L2 412.8 L4 tl 313.0 9 7 2L3.2752L3.4431
13.6
13.8
14. O
14.3
14.61s.0
r.5.5
15. 0
16.5
17.0
17.5
18 .0
L9. O
20.a
22.O
26.O
a
3
3
3
2
2
2I
I
1
1
1I
1
o
o
3
2
2
2
1
1
1
1
101010101010oooo
* - value(s) provided from TR-55 system routines
1
1
1
1
1
1
1
o
P - Peak Flow
I
o TR.55 CURVE NT,!,IBER COII{PI,TATION
ProJect : FILLI.IORE CIASS MAIIDFIIJL User: RBB
County : UfLIARD State: III Checlced: *Subtitl.e: HYDRAUTTC NIAT,YSTS: SUB-AREA 2 thrOUgh 4
Subarea : 2
VERSTON 1.11
Date: 01-08-97Date: I fq ft7
CO\IER DESCRTPTTON
Hydrologic Soil GrouPBC
Acres (CN)
I
t
T
I
t
I
I
O$IER AGRICULTT'RAIJ I.'AI.IDSPasture, grassland or range good 5.42 (80)
Total Area (by Hydrologric Soil Group)5.42
SUBARE.A,: 2 fOAAt DRAINAGE AREA: 5.42 ACTES TIEIGHIED CSRVE NTTMBER: 8O
t
I
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I
?TR-55 CT'RVE NWBER COI{PUTATION
Project : FILLI,[ORE CLASS MANDFILT User: RBBChecked: @-L*
IIERSION 1.11
Date: 01-08-97Date: I lq Iq1County : MILIARD State: UfSubtTtIE: IIYDRAIII,IC N{ALISIS: SUB-AREA 2 thTOUgh 4
Subarea : 3a
COVER DESC TPATON
Hydrologic So11 GrouPBCDAcres (CN)
t
I
I
I
I
t
I
qIIIER AGRTCULfIUNAL IA}IDSPasture, grassland or range good 3.18 (80)
Total Area (by Hydrologrlc Soil Group)3.18
SUB.AREA: 3A TOAAL DII.IINAGE AREA: 3.18 ACTES WEIGHTED CURVE Nt,uBER: 80
I
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?TR-55 CURVE NUI,TBER COMPUTATION
Project : FfLIlloRE clAss MANDFILL usersCounty 3 ITfiLLAR.D State: UT Checked:subtitle: ITIDRAULIC N{ALYSIS: SUB-AREA 2 through 4
Subarea : 3b
RBB
Cra*
VERSION 1.11
Date: O1-O8-97Date: r /q ,(-r
CO\IER DESCRIPTION
Hydrologic Soil GrouPBCDAcres (CN)
I
I
T
I
I
I
I
OTHER AGRTCUIJrURAL IIAI{DSPasture, grassland or rang,e good
Total Area (by Hydrologric Soil Group)
3.14 (80)
3. 14
SUBAREAs 3b TOTAL DR,ATNAGE AREA: 3.14 ACTES T{ETGHTED CT,RVE NTIMBER: 80
I
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TR.55 CT'RVE NT'UBER COUPUTATION
ProJect : FItf,l{ORE CLASS M,A}IDFILL User:County s I.IIIJARD State: UT Checked:Subtitle: IIIDRAULIC N{ALYSIS: SUB-AREA 2 through 4
Subarea : 4
RBBw
VERSION 1.I.1
Date: 01-08-97Date: r lq lqz
COVER DESCR,IPTION
Ilydrologlc Soil GroupBCAcres (cl{}
OTHER AGRICT'LfiINAL I.AI{DSPasture, grassland or range good
Total Area (by HydrologLc Soil Group)
1.8 (80)
1.8
ITEfGIITED CURVE NUUBER: 8OSUEAREA: 4 fO:t,AL DRATNAGE AREAs 1.8 ACTES
I
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TR-55 lfc and Tt TIIRU SUBAREA COMPUTATION
ProJect : FIIJMORE CIASS M.AIIDFILL User: RBBCounty : IIIIJ,ARD State: UT Checked: /e-r.Subtitle: HYDRAULIC AlIALysfs: SUB-AREA 2 through 4
VERSION 1.11.
Date: O1-O8-97Date: r l< lqr..-tsi_.
Sheet 1.4Open Channel
300
1255
.03 0.478
0.107
0.59*
o. 107
o. 11*
3.25firne of Concentration =
3.25Travel Tine =
Open Channel t 255
Subarea *2 - zaFlos Aype 2 year I€ngth Slope Surfacerain(ft) (tt/ftl code "-
- ;;:;-----;;---;;;;i;;;i;.(sq//tx) (ft) (ftlsec) (hr)
Sheet
Open Channel
Open Channel
L.4 296
654
654
.O3 e
---.:---- Subarea *3 - 3bFlor Type 2 year Length Slope Surface nrain(ft) (ftlft) code
o.4'73
rime of conce't"ut?ii = ol;31'
2.5 0.073TraVeI Tine = 0.O7'r
Area(sVft)wp VeLocity Time(ft) (ftlsec) (hr)
Channel
Channel
I
. - cenerated for use by TABUI,AR rnethod
o
I
t.?
2.4Tine of Concentration =
L.7
2.4Travel fime =
Sheet 1.4Open Channel
Open Channel
262
282
299
.03 0.429
o. 046
0.0350.5L*
o. 046
o. o35
o. 08*
282
299
Open
OpenI
I
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TR-55 Tc and TI TERU SUBAREA COI,IPUTATION
ProJect : FILI.MORE CIASS M,A]IDFfLL User: RBBCounty : }fILLARD State: UT Checked: err.,--Subtitle: IIYDRAULIC AI{ALYSIS: SUB-AREA 2 through 4
-
1IERSION 1.11
Date: 01-08-97Date: r lq lqr
;';;;;--il;;;;;;;--;"3yHl'#.- n"--;;;;--;;-l;i;;i;;;i;;
raLn (ft) (ftlft) code (sq,/ft) (ft) ' (ft,/sec) (hr)
Sheet L.4 300Shallon Concentrd 180Open Channel 444
A Smooth SurfaceB Fallotr (No Res. )
.011 e.O11 u
.O11 u
F Grass,
G Grass,
--- Sheet Flow Surface Codes ---
o.715
o.0304 0.03r
Tfune of Concentration = O.78*:==
o. 0304 0.03LTravel Time = o.06*
--- Sha].low Concentrated ---Surface CodesP Paved' U Unpaved
Shallow ConcentrdOpen Channel 180
444
C Cultivated < 20 t Res. H Woods,D Grltlvated > 2O t Res. I Woods,E Grass-Range, Short
* - Generated for use by TABULAR nethod
Dense
BurmudaLlght
Dense
to
Tt
I
I
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T
I
T
?
TR-55 TABUIAR DISCHARGE METHOD
Project : FILIMORE CI,ASS MAI{DFILL User:County : ilfLI.ARD State: UT Checked:subtitle: HIDRAULIC N{ALySrS: SUB-AREA 2 through 4
rotal watershel_::::: __3:311_l:_:i__:::"si*"9:":_1-
3b40.00* 0.oo*2.6 2.680* 80rt0.96 0.96
o.5t * 0.78*0.50 0.75o.06* 0.000.10 0.000.19 0.19
RBBe)r+
VERSTON 1.11
Date: O1-O8-97Date: .r ll ltl
Frequency: 25 years
Area(sg ni)Rainfall (in)curve nunberRunoff(in)Tc (hrs)
(Used)TineToOutlet
(Used)
Ta/P
23a0.01* o.o0*2.6 2.6go* go*o.96 0.960.59* O.55*0.50 0.50O.21* O.14!t0.30 0.200.19 0.19
Time(hr)
r.1. o
11.311.6
1r..9
L2.OL2.L
L2.2L2.3
L2.4L2.5,.2.6
72.7
12.8.
13. O
L3.2t3.4
13.6
13 .8
14. O
14.3
Total Subarea Contribution to Iota1 Flow (cfs)
Flow
T
t
t
I
2
o
o
o
o
o
o
o
1
0
o
o
o
0
o
o
o
3a
o
o
o
o
o
o
o
1
o
0
o
0
o
0
0
o
t
1
1
o
o
o
o
o
o
o
o
o
o
o
o
o
0
0
o
0
o
0
0
0
0
0
0
0
0
e
o
0
o
o
o
o
0
o
o
o
1P
1
L
1
1
1
o
o
o
0
o
o
o
o
1
3
5
?
8PI
7
5
4
2
112P22P23P223223212L12L1110
10010010()000ooo000000000
3b4
o
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o
o
o
o
1
1
I il:S15.5ritl
17. OI il,:z
. (D )Z:3| 2Z:Z
o
o
o
o
o
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P - Peak Flow * - value(s) provided from TR-55 system routines
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TR-55 CURVE NT'UBER COUPUTATION VERSION 1.11
Date: 01-08-97Date: r lr lqr
ProJect : FfLLIIORE CI,ASS fv IANDFfLLCounty 3 UILIARD State: UTStrbtitle: HYDRAULfC AltAtySfS! SUB-AREI 5Subarea : 5
User:
Checked:
RBBU)*
COVER DESCRTPTTON
Hydrologic Soil GroupABCDAcres (CN)
OTHER AGRICULTT'RAL IAIIDSPasture, grassland or range
fotal Area (by Hydrologl.c SoLI
good
Group)
16.4 (80)
16.4
SUEAREA: 5 TOTAL DRAINAGE AREJI,: 16.4 Acres WEIGIITED CT,RVE NTIITBER: 8O
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TR-55 Tc And Tt THRU SUBAREA CO!{PT,TATION VERSION 1.11
Project :County :Subtitle:
TTLf,UORE CI,ASS IV I,A}IDFTtLUrI,IARD State: TTT
HYDRAULTC ANAIJYSIS: SUB-AREA 5
User: RBB Date: 01-08-97
checked: -(% Date: rlr lqt
Subarea #1 - 5n Area wp Velocity Tlme(sq,/ft) (ft) . (ft/sec) (hr)Flotr Type 2 year Lengrth Slope Surfacerain (ft) (ft/ft) code
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Sheet 1.4
Open Channel
Open Channel 1751
--- Sheet Flow Surface Codes ---
o.45b3.15 0. L54
Tiare of concentration = H]]
3.15 0.1s4
Trave1 Tfune = o.15*:-=
--- Shallow concentrated ---Surface CodesP Paved
U UnPaved
2?8
L75L
.03
F Grass,
G GTAEtt,
Dense
BurmudaLtght
Dense
A Snooth SurfaceB Fallow (No Res.)C Cultivated < 2O t Res. H Woods,D Cultivated > 2O t Res. I Woods,E Grass-Range, Short
!t - Generated for use by TABULAR method
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TR-55 TABUI,AR DISCHARGE UESHOD
ProJect : FfLLMORE CIASS IV IANDrILL User: RBBCounty : ![U,LARD State: IIf Checked: esr4Subtitle: HYDRAUI..IC N{ALYSIS: SUB-AREA 5
Area(sq ni)Rainfall (in)
Currre nunberRunoff(in)Tc (hrs)
(Used)
Tl.neToOutletIa/P
VERSION 1.11
Date: 01-08-97Date: rlq Iqr
Total watershed area: 0.026 sq ni Rainfa1l tlpe: II Frequency: 25 years
Subareas
5
0.03*
2.6
80*0.96
0.60*
0.50
0.00
0. 19
Tine Total Srrbarea Contribution to total Flow (cfs)(hr) FLow 5
11. O
11.3
11.6
11.9
L2.O
l,2.L
12.2
L2.3
l.2.412.5
12.6
],,2.7t2.a
13. o.
L3.2
13 .4
13.6
13 .8
14. O
14.3
14.6
15. O
15. 5
16. O
16.5
L7.O
L7.5
18. O
L9. O
20. o
22.O
26.O
oooooo11113366to 10
12P 12PL2 L210 107766443322
2
1
1
1
1
1II
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1
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o
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2
1
1
1
1
1
L
1
1
1
1
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0
0
o
* - value(s) provided ffon TR-55 system routinesP - Peak Flow
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[R-55 CURVE NT,UBER COITIPTITATION
Project : FILLITIORE CLASS M,ANDTILL User:County : IiIIJARD State: Ixt Checked:Subtltle: IIYDR,AULIC ANATYSIS: SUB-AREA 6Subarea : 6
RBB
@t^
VERSION 1.11
Date: 01.-08-97Date: r lr ltr
COVER DESCRTPTION
Hydrologic SoLI GroupABCDAcres (CN)
CXTHER AGRTq'LTURAL IA{DSPasture, grassland or range good 80.8 (80)
Total Area (by Hydrologic Soit Group)80.8
SUBAREA: 6 TOTAI. DRAI}IAGE AREA: 80.8 AcTes WETGHTED CTIR\IE NU}TBER: 8O
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TR-55 Tc and Tt TTIRU SUBAREA COMPUTATTON VERSION 1.11
Project :County 3subtitle:
FILI;!,TORE CI,ASS IV I.A}IDFIILITIILIARD State: IIf
HYDRAULfC N{AI"YSfSc SUB-AREA 6
User: RBB Date: 01-08-97
Checked: -g!#- Date: r lt If 't
Subarea #1 - 5Slope Surface n Area Wp Veloclty Tine(ft/ft., code (sq/ftl (ft) (ftlsec) (hr)
Flor flpe 2 year Lengrthraln (ft)
Sheet 1.4ShaIIow Concentrd
Open Channel
Shallow Concentrd
Open ChanneL
--- Sheet FIow Surface Codes ---
0.393
o.1632.9 0.219Tine of concentration = 0.78*
0.1632.9 0.219Travel Tine = O.38*
--- shallow Concentrated ---Surface CodesP PavedU Unpaved
300
2100
229L
2100229t
.049 E.049 u
T
T
A Snooth SurfaceB Fallos (No Res.)
.049 u
F Grass,
G Grass,Dense
Bur:uudaLight
Dense
C Cultivated < 2O * Res. H Woods,D Cultivated > 2O t Res. f Woods,E Grass-Range, Short
* - Generated for use by TABUIAR nethodt
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TR-55 TABUI.AR DTSCEARGE UETIIOD
Project : FILLMORE CIASS IV IAIIDFILIJCountY : MTI,IARD State: UTSUbtitIE: TrYDRAUI,IC NTALYSTS: SUB-AREA 6
User:
Checked:
VERSTON 1.11
Date: OL-08-97Date: !3 lqtRBB
e.rJ)-
I
rotar watershe:-:::::--g:13!_13-i1__i:1"S*:,:J:.:-L___:::a:::I_3:_f::=
6area(sq ni) 0.13*Rainfall(1n) 2.6Cune nunber 80*nunoff(in) 0.96fc (hrs) 0.Zg*(Used) O. ?5TirneToOutlet O.ooIa/P 0.19
Tiue fotal Subarea Contrlbution to Total FIow (cfs](hr) FLow 6
11.O I I11.3 1 I11.6 2 211.9 2 212.0 3 312.1 5 sL2.2 9 9L2.3 L7 L7
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L2.4 2912.5 ,iO
12.6 46PL2.7 4612.8 4213.O 3013.2 27r.3.4 15
29
40
46P
46
42
30
2L
16
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13.6 L2 L213.8 10 101{.0 8 I14.3 7 714.6 6 615.0 5 515.5 4 416.0 4 4
16.5 4 4L7.O 3 317.5 3 318.O 3 319.0 3 320.o 2 222.O 2 226.0 O o
P - Peak Flow *- value(s) provided from TR-55 systern routines
FlowMaster - Final Site Conditions
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Triangular Channel Analysis & Design
Open Channel - Unifotm flow
WorKshECt Name: PIIJI{ORE I"AI{DFILL
ComMeNt: SUB-AREA 1A: V-DITCH DI.
Solve For Depth
Given Input Data:f,eft Side Slope..Right Side Slope.Uanningls n......Channel S1ope....Dlscharg€. . . . . . . .
Conputed Results:Depth............Velocity.........Flow Area........Flow Top Width...Iletted Perineter.Critical Depth...Critical Slope...Froude Number....
Open Channel Flow Module,Haestad Methods, Inc. * 37
3.OO:1 (H:V)
3. OO:1 (H:V)
o. o35
o.o17o f,t/ft
13.O0 cfs
1.10 ft3.59 fps3.63 sf6.60 ft6.95 ft
1.O3 ft
o.o239 tr/fEo.85 (flow is Subcritical)
Version 3.L2Brookside Rd
(c) le9o* waterbury,
Io
ct 06708
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Triangular Channel Analysis- & Design
open Channel - Unifort flow
WorKShEEt NANE: FII,I,UORE I,ANDFIIN
ConMENt: SUB-AREAS 1A & 18:
So1ve For DePth
Given Input Data:I€ft Side SloPe..Rtght Side SloPe.
t[annLngts n......
Channel SloPe....
Discharg€. .. .. .. .
Conputed Results:DePth'..... o.....Velocity.. . o.... .
FIow 4rea........Flow ToP !{ldth.. .
Wetted Perineter.CritLcal DePth...Critical SloPe...
Froude Number. .. .
V.DITCH D2
3.OO:1 (H:V)
3.O0:1 (H:V)
o. o35
o.o43O ft/ft
19.OO cfs
1.06 ft5.58 fPs
3.4O sf
6.39 ft6.74 ftL.20 ft
o.0227 ft/fE1.35 (flow is Supercritical)
open Channel Flow Modu1e, Version 3'12-(c) 1990- -iHaestad Methods, Inc. * :Z iioofside Rd'*-l{aterbury, CE 0670A
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Triangrular channel. Analysis & Design
open Channel - Uniform flow
I{orksheet Name: FIL,LUORE LANDI'ILL
CourneNt: SUB-AREA 2: V-DITCH
Solve For Depth
Given Input Data:I€ft Side S1ope..Right side Slope.
Manningrs n... '..Channel SloPe....Discharg€....... o
Conputed Results:Depth......'.....Velocity. . . . . . . . .
Flow Area........Flow ToP l{idth...Ifetted Perineter.critical Depth...Crltical SloPe...
Froude Nunber....
Open Channel Flow Module,
Haestad Methods, fnc. * 37
3.0O:1 (H;V)
3. OO:1 (H:V)
0. 035o.o41o ftlft3.00 cfs
0.54 ft
3.46 fPso.87 sf3.23 ft3.40 fE
o.57 ft
o.o29L tt/fx1.18 (flow is Supercrltical)
Version 3.L2
Brookside Rd
(c) lse0* WaterbuEY,ct o670s
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Triangrular Channel Analysl.s & Design
Open Channel - Unifotm flow
WorKsheet Name: FILI,MORE I,ANDFILL
CoMmeNt: SUB-AREA 3A: V-DTTCH
Solve For Depth
civen fnput Data:I€ft Side Slope..Right Side Slope.
Manningts n......
Channel Slope....Discharg€. ..... o.
Conputed Results:Depth. ......Velocity.........
Flow Area........Flow Top l{idth...
Wetted Perineter.Critical Depth...Critical Slope...
Froude Nunber..,.
D4 ON BENCH
3. OO:1 (H:V)
3. OO31 (H:V)
0. o35
o.0240 ft/tE2.Oo cfs
0.51 ft2.56 fps0.78 sf3.06 ft3.23 ft0.49 ft
o. o3o7 ftrlfto.89 (f],ow is SubcrLtical)
Open Channel Flow Module, Version 3.L2 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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Triangrular Channel Analysis & Design
open Channel - Unifom flow
WorKsheet Name: FILLMORE T,ANDFILL
ConMEnt: SUB-ARE"A 38: V-DITCH D5 ON BENCH € S=O.O].1
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Solve For Depth
Given Input Data:L€ft Side Slope..Right Slde Slope,ManninEls n..... rChannel Slope....
Dischargg. . . . . . . .
Couputed Results:
Depth. . . . . . . . . . . .Velocity. . . . . . . . .Flow Area........Flow Top Width...9fetted Peri.rneter.Critical Depth...Critical S1ope...Froude Number....
Open Channel FlowIlaestad Methods,
3.0O:1 (H:V)
3.0o:1 (H3V)
0. 035
0.o11O fX/ft
2.OO cfs
o.59 ft1.91 fPs1.05 sf3.55 ft3.74 fto.49 f,to.o3o7 ft/fx0.62 (flow is Strbcritical)
Module,fnc. t 37
Version 3.12 (c)
Brookside Rd rt
1990Waterbury, ct 06708
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Triangrular Channel Analysis & Design
open Channel - Unifotm flow
tlorksheet Name: FItLI.IORE IA{DFII,L
CoMMENt: SUB-AREA 38: .V.DITCII D5 ON BENCH € S=O.O22
Solve For Depth
Given Input Data:I€ft Side Slope..Right Side Slope.
Manningrs n......
Channel Slope....Discharge...
Conputed Results:Depth......Veloclty. . . . . . . . .
Flow Arga.. ......Flow Top Width...Wetted Perineter.Crltical Depth...Criticat Slope...Froude Number.. ..
3.0O:1 (H:V)
3.0O;1 (H:V)
o. 035
o.o22o ft/ft
2.0O cfs
0.52 ft2.4? fps0.81 sf3.11 ft3.28 fto.49 ft
0.0307 ft/ft0.86 (flow is Subcritlcal)
oPen Channel Flow Module, Version 3.L2 (c) 1990
Xiestad Methods, Inc. .t eZ Brookside Rd * WaterburY, Ct 06708
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Circular Channel Analysis & DesignSolved with Manningts Equation
Open Channel - Uniform flow
WorKShCet NAne: T.ILL}IORE I,ANDFU,L
ComMCNt: SUB-AREAS 3A & 38: CT,LVERT C1 ACROSS BENCH
Solve For Actual Depth
Given fnput Data:Diamgtgr....o.....
Slope . . . . . . . . . . , . .Manningts n.......Discharg€. . . . . . , . .
Conputed Results:Depth.............Velocity ....,Flow Area.........Critical Depth....CrlticaL Slope....Percent 21I......Full Capacity
QMAX €.94D,.......Froude Number.....
1.so fto.05oo ft/ft
o.o24
4.OO cfs
0.58 ft6.3? fps0.63 sf
o.7'1 fto.ot84 fi/ft
39.52 IL2.?2 cfs
13.69 cfs1.71 (flow is
Open Channel Flow
Haestad Methods,
Version 3.12 (c)
Brookside Rd *
Supercritical)
L990Waterbury, Ct 05708Module,Inc. * 37
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Ctrcular Channel Analysis & DesignSolved vith Manningts Equation
Open Channel - Unifom flow
Worksheet Name: FILLMORE LA$DFfLL
COTNNENt: SUB-ARE.LS 3A & 38: CUIilTERT C1 OVERSIDE DRAIN
Solve For Actual Depth
Given Input Data:Diametgr. . ... .....Slope... t. t o......Manningrs n. ......Discharg€.........
Couputed Results:
Depth. . ... o.......Velocity. . . . . . . . . .Flow Area...... o..Critical Depth....Critical S1ope....Percent nrllo.....full Capaclty. o...
QI.IA:X e.94D........Froude Nurnber.....
Open Channel Flow Module,
Haestad Methods, Inc. * 37
1.50 fto.3300 ft/fE
o. 024
4.0O cfs
0.35 ft
L2.54 fpsO.32 sfo.77 ft
0.0184 ftlft23.62 t32.69 cfs
35.16 cfs4.42 (flow is Supercritical)
Version 3.12
Brookside Rd
(c) 19eo* waterburYr ct 06708
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Triangular Channel Analysis & Designopen Channel - Uniforur flow
Worksheet Name: FIttt{ORE IAI{DFILL
Conment: SUB-AREA 5: V-DITCII D6
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Solve For Depttr
Given fnput Data:f,eft Side Slope..Right Side Slope.lfanningrs n.. ... oChannel Slope....Discharg€........
Conputed Results:Depth...,.o......Veloclty.o.......
Flow Area........Flow Top Width...Wetted perirneter.Critical Depth...Critical S1ope...Froude Numher....
Open Channel Flov Module,Haestad Methods, fnc. * 37
3.OO:1 (H:V)3.00:1 (H:v)
0. o350.0380 ftlft
12.OO cfs
o.92 ft4.75 fps2.52 st5.50 ft5.80 ft1.00 fto.0242 ft/fxL.24 (flow is supercritical)
Version 3.12Brookside Rd
(c) l.se0* Waterbury,
Io
ct 06708
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Triangular Channel Analysis & DesignOpen Channel - Unifom flow
WorKsheet Nane.: TUJLMoRE I,AI.IDFTLL
CoNMent: SUB.AREA 5: DRAINAGE swAI,Es D7 AcRoss RoADs
Solve For Depth
Given Input Data:I€ft Slde Slope..Right Side Slope.t{anningrs tl......
Channel Slope....Disctrarg€. . . . . . . .
Conputed Results:D€pth............Velocity..,.... r.FIow Area...... o.Flow Top Width...I{etted perimeter.Critical Depth...Critical Slope...Froude Nunber....
10.OO:1 (H:V)10.00:1 (H:V)
0. o350.0200 ft/ft
12.OO cfs
0.65 ft2.83 fps4.24 sf13.02 ft13.08 ft0.62 ft
a.0266 ft/fx
O.87 (flow is Subcritical)
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Open Channel Flow Module,Haestad Methods, fnc. * 3Z
Version 3.L2
Brookside Rd
(c) 1990* waterbuf,Yr
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Triangular Channel Analysis & Design
Open Channel - Uniform flov
Worksheet Name: FU.,LI{ORE
Conment: SUB-AREAS 4 & 5:
Solve For Depth
Given Input Data:I€ft Side Slope..Right Side S1ope.Manningts n......
ChanneL Slope....Discharge. .......
Conputed Results:
Depth. , . . . . . . . . . .Velocity.. .......Flow Area........Flow Top Width...Wetted Perimeter.Critical Depth...critical Slope...Froude Number....
Open Channel FLow Module,Haestad Methods, Inc. rt 3?
IAI.IDTILL
V-DITCH D8 G S=O.O11
3.0O: 1 (HiV)
3.0O:1 (H:V)
0.035
0.0110 ft/ft,
13.OO cfs
1.19 ft3.05 fps4.27 sf7.16 ft?.54 tt1.03 ft
0.0239 ft/fx
0.7O (flow is
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Version 3.Lz
Brookside Rd
Subcritical)
(c) 19so* Waterbury, ct 06708
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Triangular Channel Analysis & DesignOpen Channel - Uniform flow
Worksheet Nane: FfLLMORE
Comment: SUB-AREAS 4 & 5:
Solve For Depth
GLven Input Data:I€ft Side Slope..Right Side stope.lfanningrs n......Channel Slope....Dlscharg€.. ......
Conputed Results:Depth............Velocityo........
FIow Area........
Flow Top }Iidth...Fetted Perineter.criticaL Depth...Critl.cal S1ope.. .Froude Number. ...
Open Channel Flow Modu1e,Haestad lfethods, fnc. * 37
I.,A}IDFILL
V-DfTCH Dg € 5=0.061
Version 3.L2 (c)Brookside Rd rt
3.00:1 (H:V)
3. OO:1 (H:V)
0. o350.0610 ft/ft.13.00 cfs
o.87 ft5.79 fps2.25 sf5.19 ft5.47 ft1.03 fto.0239 ft/fx1.55 (flow is Supercritical)
1,990Waterbury,
t.
ct 06708
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Trapezoidal Channel Analysis & DesigmOpen Channel - Uniform flow
Worksheet Nane: FII,LMORE LANDFILL
COM'NENt' SUB-ARE][, 5: DIVERSION CHANNEL D9, TRAP DrTCH
Solve For Depth
Given Input Data:
Bottom Width 2.00 ft
2.0O: 1 (H:v)
2.00: 1 (H:v)
0.035
o.0320 fL/tt46.00 cfs
I€ft Side S1ope..Right Side S1ope.lfanningrs n......Channel Slope....Dlscharg€... .....
Conputed Results:
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Depth............Veloclty.........
Flow Area.... o...Flow Top Width.. ,t{etted perLmeter.Critlcal Depth...Critical Slope...Froude Number....
L.42 ft6.58 fps5.89 sf7.69 ft8.36 ft1.58 fto.o2o2 fE/ftL.24 (flow is Supercritical)
Open Channel Flow Module,Haestad Methods, Inc. * il Version 3.12 (c)Brookside Rd *r.990Waterbury,ct 05708