DSHW-2024-004237

Revised August 2018
Division of Waste Management and
Radiation Control
Solid Waste Management Program

Mailing Address Office Location Phone [phone]
P.O. Box 144880 195 North 1950 West Fax [phone]
Salt Lake City, Utah 84114-4880 Salt Lake City, Utah 84116 www.deq.utah.gov

APPLICATION FOR A PERMIT TO OPERATE A CLASS IV OR VI
LANDFILL

Please read the instructions that are found in the document, INSTRUCTIONS FOR APPLICATION FOR A
PERMIT TO OPERATE A CLASS IV or VI LANDFILL. This application form shall be used for all Class IV or VI
solid waste disposal facility permits and modifications. Part I, GENERAL INFORMATION, must accompany a
permit application. Part II, APPLICATION CHECKLIST, is provided to assist applicants and, if included with
the application, will assist review. Part II is provided to assist in preparation and review of a permit application;
it is not required by rule. The text of the rule governs all permit application contents and should be consulted
when questions arise.

Please note the version date of this form found on the lower right of the page; if you have received this form
more than six months after this date it is recommended you contact our office at (801) 53 6-0200 to determine if
this form is still current. When completed, please return this form and support documents, forms, drawings,
and maps to:

Douglas J. Hansen, Director
Division of Waste Management and Radiation Control
Utah Department of Environmental Quality
PO Box 144880
Salt Lake City, Utah 84114-4880

Utah Class IV and VI Landfill Permit Application Form

Part I General Information APPLICANT: PLEASE COMPLETE ALL SECTIONS.
I. Landfill
Type
Class IVa Class IVb
Class VI
II. Application
Type
New Application
Renewal Application
Facility Expansion
Modification
For Renewal Applications, Facility Expansion Applications and Modifications Enter Current Permit Number 9810R1
III. Facility Name and Location
Name of Facility
Advanced Paving and Construction
Site Address (street or directions to site)
800 ft southeast of Advanced Paving Office at 1723 W 1350 S
County
Weber
City Marriot-Slaterville Zip
Code 84401 Telephone [phone]
Township 6 N Range 2 W Section(s) 24 Quarter/Quarter Section
SW4 Quarter Section
Main Gate Latitude degrees 41 minutes 14 seconds 19 Longitude degrees 112 minutes 1 seconds 10
IV. Facility Owner(s) Information
Name of Facility Owner
Weber Properties, L.L.C.
Address (mailing)
P.O. Box 12847
City Ogden State UT Zip
Code 84412 Telephone [phone]
V. Facility Operator(s) Information
Name of Facility Operator
Advanced Paving and Construction, Inc.
Address (mailing)
P.O. Box 12847
City Ogden State UT Zip
Code 84412 Telephone [phone]
VI. Property Owner(s) Information
Name of Property Owner
Weber Properties, L.L.C.
Address (mailing)
P.O. Box 12847
City Ogden State UT Zip
Code 84412 Telephone [phone]
VII. Contact Information
Owner Contact Bart van der Stappen Title President
Address (mailing)
P.O. Box 12847
City Ogden State UT Zip
Code 84412 Telephone [phone]
Email Address [e-mail] Alternative Telephone (cell or
other)
Operator Contact (same as above) Title
Address (mailing)

City State Zip
Code Telephone
Email Address Alternative Telephone (cell or
other)
Property Owner Contact (same as above) Title
Address (mailing)

City State Zip
Code Telephone
Email Address Alternative Telephone (cell or
other)
Utah Class IV and VI Landfill Permit Application Form

Part I General Information (Continued)
VIII. Waste Types (check all that apply) IX. Facility Area

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 Monofill Unit
Construction & Demolition
Tires
Yard Waste
Animals
Contaminated Soil
Other
Note: Disposal of dead animals must be approved by the Director
Facility
Area............................................................ 21 acres
Disposal
Area......................................................... 7 acres
Design Capacity
Years.................................................... 20
Cubic Yards......................................... 300000
Tons..................................................... 540000
X. Fee and Application Documents

Indicate Documents Attached To This Application Application Fee: Amount $

Facility Map or Maps Facility Legal Description Plan of Operation Waste Description
Ground Water Report Closure Design Cost Estimates Financial Assurance

Class VI Special Requirements

Documents required by UCA 19-6-
108(9) and (10)
I HEREBY CERTIFY THAT THIS INFORMATION AND ALL ATTACHED PAGES ARE CORRECT AND COMPLETE.
Signature of Authorized Owner Representative

Bart van der Stappen
Name typed or printed
Title Date
Address P.O. Box 12847
Email Address [e-mail] Alternative Telephone (cell or other)
Signature of Authorized Land Owner Representative (if applicable)

Bart van der Stappen
Name typed or printed
Title Date
Address
Email Address Alternative Telephone (cell or other)
Signature of Authorized Operator Representative (if applicable)

Bart van der Stappen
Name typed or printed
Title President Date
Address P.O. Box 12847, Ogden UT 84401
Email Address Alternative Telephone (cell or other) 801-731-7882
Utah Class IV and VI Landfill Permit Application Checklist
Page 1 of 5
Important Note: The following checklist is for the permit application and addresses only the
requirements of the Division of Waste Management and Radiation Control. Other federal, state, or local
agencies may have requirements that the facility must meet. The applicant is responsible to be informed
of, and meet, any applicable requirements. Examples of these requirements may include obtaining a
conditional use permit, a business license, or a storm water permit. The applicant is reminded that
obtaining a permit under the Solid Waste Permitting and Management Rules does not exempt the facility
from these other requirements. Please take note of the heading of each section for the facilities that the
section applies to.

An application for a permit to construct and operate a landfill is the documentation that the landfill will be
located, designed, constructed, operated, and closed in compliance with the requirements of Utah
Administrative Code R315-301 through 320 (Utah Solid Waste Permitting and Management Rules) and
Utah Code Annotated 19-6-101 through 126 (Utah Solid and Hazardous Waste Act). The application
should be written to be understandable by regulatory agencies, landfill operators, and the general public.
The application should also be written so that the landfill operator, after reading it, will be able to operate
the landfill according to the requirements with a minimum of additional training.

Copies of the Solid Waste Permitting and Management Rules, the Utah Solid and Hazardous Waste Act,
along with many other useful guidance documents can be obtained by contacting the Division of Waste
Management and Radiation Control at 801-536-0200. Most of these documents are available on the
Division’s web page at https://deq.utah.gov/division-waste-management-radiation-control. Guidance
documents can be found at the solid waste section portion of the web page.

Part II Application Checklist

I. Facility General Information
Description of Item Location In
Document
Ia. General Information for All Facilities
Completed Part I General information form above Before Pg. 1
General description of the facility (R315-310-3(1)(b)) Pgs. 1-4
Legal description of property (R315-310-3(1)(c)) Pg. 4
Proof of ownership, lease agreement, or other mechanism (R315-310-3(1)(c)) Pg. 5
If the permit application is for a Class IV landfill, a demonstration that the landfill is
not a commercial facility (see Utah Code Annotated 19-6-102(3) for definition of
Commercial)
Pg. 5
Waste type and anticipated daily volume (R315-310-3(1)(d)) Pgs. 5-6
Intended schedule of construction (R315-302-2(2)(a)) NA
Ib. General Information for All New Or Laterally Expanding Facilities
Documentation that the Historical Survey requirements of R315-302-1(2)(f) have
been met (R315-305-4(1)(b)(vi)) NA
Name and address of all property owners within 1000 feet of the facility boundary
(R315-310-3(2)(i)) NA
Documentation that a notice of intent to apply for a permit has been sent to all
property owners listed above (R315-310-3(2)(ii)) NA
Utah Class IV and VI Landfill Permit Application Checklist
Page 2 of 5
I. Facility General Information
Description of Item Location In
Document
Name of the local government with jurisdiction over the facility site (R315-310-
3(2)(iii)) Pg. 2
Ic. Location Standards for New Or Laterally Expanding Class IVa
Landfills (R315-305-4(1)(a))
Land use compatibility NA
Maps showing the existing land use, topography, residences, parks,
monuments, recreation areas or wilderness areas within 1000 feet of the
site boundary
NA
Certifications that no ecologically or scientifically significant areas or
endangered species are present in site area NA
Maps showing the location of dwellings, residential areas, other
structures, and historic structures. NA
List of airports within five miles of facility and distance to each NA
Geology
Geologic maps showing significant geologic features, faults, and unstable
areas NA
Maps showing site soils NA
Surface water NA
Magnitude of 24 hour 25 year and 100 year storm events NA
Average annual rainfall NA
Maximum elevation of flood waters proximate to the facility NA
Maximum elevation of flood water from 100 year flood for waters
proximate to the facility NA
Wetlands NA
Ground water NA
Id. Location Standards for New Or Laterally Expanding Class IVb
and VI Landfills
Floodplains as specified in R315-302-1(2)(c)(ii) (R315-305-4(1)(b)(i)) NA
Wetlands as specified in R315-302-1(2)(d) (R315-305-4(1)(b)(ii)) NA
The landfill is located so that the lowest level of waste is at least ten feet above
the historical high level of ground water (R315-305-4(1)(b)(iii)) NA
Geology as specified in R315-302-1(2)(b)(i) and (iv) (R315-305-4(1)(b)(iv)) NA
Demonstration that the lowest level of waste will be ten feet above the historic
high ground water elevation NA
Ie. Additional Location Standards for New Or Laterally Expanding
Class IVb and VI Landfills Or Landfills Requesting That Dead
Animals Be Added As A New Waste Stream (R315-305-
4(1)(a)(v))

Maps showing the existing land use, topography, residences, parks, monuments,
recreation areas or wilderness areas within 1000 feet of the site boundary NA
Utah Class IV and VI Landfill Permit Application Checklist
Page 3 of 5
I. Facility General Information
Description of Item Location In
Document
Certifications that no ecologically or scientifically significant areas or endangered
species are present in site area NA
Maps showing the location of dwellings, residential areas, other structures, and
historic structures. NA
List of airports within five miles of facility and distance to each NA
If. Plan Of Operations for All Facilities (R315-310-3(1)(e) and
R315-302-2(2))
Description of on-site waste handling procedures and an example of the form that
will be used to record the weights or volumes of waste received (R315-302-2(2)(b)
And R315-310-3(1)(f))
Pg. 6, Appendix C
Schedule for conducting inspections and monitoring, and examples of the forms
that will be used to record the results of the inspections and monitoring (R315-
302-2(2)(c), R315-302-2(5)(a), and R315-310-3(1)(g))
Pg. 6
Contingency plans in the event of a fire or explosion (R315-302-2(2)(d)) Pg. 7
Plan to control fugitive dust generated from roads, construction, general
operations, and covering the waste (R315-302-2(2)(g)) Pg. 7
Plan for litter control and collection (R315-302-2(2)(h)) Pg. 7
Procedures for excluding the receipt of prohibited hazardous or PCB containing
waste (R315-302-2(2)(j)) Pg. 8
Procedures for controlling disease vectors (R315-302-2(2)(k)) Pg. 8
A plan for alternative waste handling (R315-302-2(2)(l)) Pg. 8
A general training plan for site operations (R315-302-2(2)(o)) Pg. 9
Any recycling programs planned at the facility (R315-303-4(6)) Pg. 9
Approved traffic impact study from the agency with jurisdiction over the roads,
including the safety, operation, and condition of roadways serving the proposed
facility [Utah Solid and Hazardous Waste Act 19-6-108(9)(g)].
NA
For a facility owned or operated by a local government, disclosure of costs for
establishing and operating the facility [Utah Solid and Hazardous Waste Act 19 -6-
108(9)(h)].
NA
Any other site-specific information pertaining to the plan of operation required by
the Director (R315-302-2(2)(p)) NA
Ig. Additional Plan Of Operation Requirements for Class IVa
Facilities
Corrective action programs to be initiated if ground water is contaminated (R315-
302-2(2)(e)) NA
II Facility Technical Information
IIa. Maps for All Facilities
Utah Class IV and VI Landfill Permit Application Checklist
Page 4 of 5
I. Facility General Information
Description of Item Location In
Document
Topographic map drawn to the required scale with contours showing the
boundaries of the landfill unit, ground water monitoring well locations, gas
monitoring points, and the borrow and fill areas (R315-310-4(2)(a)(i))
Appendix A
Most recent U.S. Geological Survey topographic map, 7-1/2 minute series,
showing the waste facility boundary; the property boundary; surface drainage
channels; any existing utilities and structures within one-fourth mile of the site;
and the direction of the prevailing winds (R315-310-4(2)(a)(ii))
Appendix A
IIb. Geohydrological Assessment for Class IVa Landfills (R315-
310-4(2)(b))
Local and regional geology and hydrology including faults, unstable slopes and
subsidence areas on site (R315-310-4(2)(b)(i)) NA
Evaluation of bedrock and soil types and properties including permeability rates
(R315-310-4(2)(b)(ii)) NA
Depth to ground water (R315-310-4(2)(b)(iii)) NA
Quantity, location, and construction of any private or public wells on-site or within
2,000 feet of the facility boundary (R315-310-4(2)(b)(v)) NA
Tabulation of all water rights for ground water and surface water on-site and within
2,000 feet of the facility boundary (R315-310-4(2)(b)(vi)) NA
Identification and description of all surface waters on-site and within one mile of
the facility boundary (R315-310-4(2)(b)(vii)) NA
For an existing facility, identification of impacts upon the ground water and surface
water from leachate discharges (R315-310-4(2)(b)(viii)) NA
Calculation of site water balance (R315-310-4(2)(b)(ix)) NA
IIc. Engineering Report, Plans, Specifications, And Calculations for
All Facilities
Unit design to include cover design; fill methods; and elevation of final cover
including plans and drawings signed and sealed by a professional engineer
registered in the State of Utah, when required (R315-310-3(1)(b) and R315-310-
4(2)(c)(iii))
Pg. 11, Appendix A
Design and location of run-on and run-off control systems (R315-310-4(2)(c)(viii)) Pg. 10
Anticipated facility life and the basis for calculating the facility's life (R315-310-
4(2)(c)(ii)) Pg. 11
Engineering reports required to meet the location standards of R315-305-4
including documentation of any demonstration or exemption made for any location
standard (R315-310-4(2)(c)(i))
NA
Identification of borrow sources for final cover (R315-310-4(2)(c)(iv)) Pg. 11
Utah Class IV and VI Landfill Permit Application Checklist
Page 5 of 5
I. Facility General Information
Description of Item Location In
Document
Run-off collection, treatment, and disposal and documentation to show that any
treatment system is being or has been reviewed by the Division of Water Quality
(R315-310-4(2)(c)(v) and R315-310-3(1)(i))
NA
IId. Closure Requirements for All Facilities
CLOSURE PLAN (R315-310-3(1)(h)) Pg. 11
Closure schedule (R315-310-4(2)(d)(i)) Pg. 11
Design of final cover (R315-310-4(2)(c)(iii)) Pg. 11
Capacity of site in volume and tonnage (R315-310-4(2)(d)(ii)) Pg. 12
Final inspection by regulatory agencies (R315-310-4(2)(d)(iii)) Pg. 12
IIe. Post-Closure Requirements for All Facilities
POST-CLOSURE CARE PLAN (R315-310-3(1)(h)) Pg. 12
Changes to record of title, land use, and zoning restrictions (R315-310-4(2)(e)(v)) Pg. 12
Maintenance activities to maintain cover and run-on/run-off control systems
(R315-310-4(2)(e)(iii)) Pg. 13
List the name, address, and telephone number of the person or office to contact
about the facility during the post-closure care period (R315-310-4(2)(e)(vi)) Pg. 13
IIf. Financial Assurance for All Facilities (R315-310-3(1)(j))
Identification of closure costs including cost calculations (R315-310-4(2)(d)(iv)) Pg. 14
Identification of post-closure care costs including cost calculations (R315-310-
4(2)(e)(iv)) Pgs. 14-15
Identification of the financial assurance mechanism that meets the requirements
of Rule R315-309 and the date that the mechanism will become effective (R315-
309-1(1) and R315-310-3(1)(j))
Pg. 15

Revised Feb 2022
N:\ALL\SW-Form\Permit forms\Permit Application forms\2012_Class_IV_&_VI_application_and_checklist.docx

ADVANCED PAVING
AND CONSTRUCTION

APPLICATION FOR PERMIT RENEWAL
TO OPERATE A CLASS IVB LANDFILL

NOVEMBER 2023

Wasatch Civil Consulting Engineering
1150 Depot Drive
Ogden, Utah 84405
[phone]

Table of Contents
PART I - GENERAL DATA ......................................................................................................... 1
INTRODUCTION ........................................................................................................................... 1
GENERAL DATA ............................................................................................................................ 1
PROPERTY OWNERSHIP ............................................................................................................... 2
CERTIFICATION OF SUBMITTED INFORMATION .......................................................................... 3
PART II - GENERAL REPORT .................................................................................................... 4
1.0 - INTRODUCTION .................................................................................................................... 4
2.0 - PLAN OF OPERATION ............................................................................................................ 6
PART III TECHNICAL REPORT ................................................................................................ 10
3.0 - MAPS .................................................................................................................................. 10
4.0 - ENGINEERING REPORT ....................................................................................................... 10
5.0 - CLOSURE PLAN ................................................................................................................... 11
6.0 - POST-CLOSURE CARE PLAN (R315-310-3(1)(H)) ................................................................. 12
7.0 - FINANCIAL ASSURANCE ...................................................................................................... 13

APPENDIX A – Maps and Drawings
APPENDIX B – Documents
APPENDIX C – Forms
APPENDIX D – Storm Water Runoff Calculations

Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

1

PART I - GENERAL DATA

INTRODUCTION

This report (which includes the permit application, general data, general report,
technical report, and appendices) is intended to meet the permit renewal requirements for a
Class IVb Landfill operated by Advanced Paving and Construction in Marriott -Slaterville, Weber
County, Utah.

This report is submitted to:

Doug Hansen, Director
Division of Waste Management and Radiation Control
Utah Department of Environmental Quality
PO Box 144880
Salt Lake City, UT 84114-4880

GENERAL DATA

NAME OF FACILITY: Advanced Paving and Construction Landfill

SITE LOCATION: SW 1/4 , section 24, T6N, R2W

FACILITY OWNER: Weber Properties, LLC

PROPERTY OWNER: Weber Properties, LLC

FACILITY OPERATOR: Advanced Paving and Construction, Inc.

CONTACT PERSON: Bart van der Stappen
1723 West 1350 South
Ogden, UT 84401
[phone]

Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

2
TYPE OF FACILITY:

XX Non-Commercial Initial Application
_____ Commercial XX Permit Renewal

Original Permit Number 9810R1

PROPERTY OWNERSHIP

_____ Presently owned by applicant
_____ To be purchased by the applicant
XX To be leased by the applicant

PROPERTY OWNER:

Name: Weber Properties, LLC
Address: PO Box 12847
Ogden, UT 84412
Telephone: [phone]

LOCAL GOVERNMENT AUTHORITY:

Name: Marriott Slaterville City
Address: 1570 West 400 North,
Ogden, UT 84404-3698
Telephone: [phone]

Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

3
CERTIFICATION OF SUBMITTED INFORMATION

Official: Bart van der Stappen
Title: President, Advanced Paving and Construction , Inc.

I certify under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system or those 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 a fine and imprisonment for a knowing violation.

Signature:__________________________________ Date:________________________

SUBSCRIBED AND SWORN to before this __________ day of _______________, 20____.

My commission expires on the _____________________day of _______________, 20____.

_______________________________________________
Notary Public in and for

______________________________________ County, Utah
(SEAL)

12/4/2023
Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

4

PART II - GENERAL REPORT

1.0 - INTRODUCTION

1.1 - GENERAL DESCRIPTION OF FACILITY (R315-310- 3(1)(b))

The landfill facility is designed to accommodate construction/demolition waste, yard
waste, and inert waste generated during the operation of Advanced Paving and Construction's
construction projects. The facility is divided into areas for waste processing, waste disposal, and
storage of recyclable materials.

The waste disposal area, which is approximately the westerly half of the property,
receives waste that is then segregated for either recycling or disposal. Materials are initially
processed to separate recyclable materials from disposal materials. Once segregated, the
recyclable materials are stockpiled and further processed in the materials storage area, and the
disposal materials are deposited in the waste disposal area. The materials for disposal may
include but are not limited to asphalt mixed with concrete, trees, signs, fencing material, etc.
The disposal area is graded and covered with soil on an as-needed basis. The processing areas
and disposal areas are rotated within the footprint of the disposal area to provide uniform
disposal and level working areas. Soil for the cover material is select waste that is obtained
from the waste stream and stockpiled at the north edge of the waste disposal area. Topsoil for
the final closure is also stockpiled on the north side of the disposal area.

The materials storage area is approximately the easterly half of the property. Materials
stockpiling is typically recyclable materials, which can include clean fill, concrete, and asphalt.
Concrete and asphalt are crushed and incorporated into common fill, base course materials, or
hot mix asphalt for construction projects. See the facility plans in Appendix A for an overview of
the facility layout.

Stormwater storage is provided in shallow basins at the east side of the waste disposal
area and along the southerly edge of the recyclable materials storage ar ea. Surface grading
directs stormwater runoff to the retention areas. Additional stormwater retention areas will be
added as indicated on the facility drawing.

Recent updates to the landfill plans have limited the disposal of non -recyclable
materials to the west side of the site. This is consistent with previous waste disposal patterns
and future plans for the property. The closure plan has been updated to show a smaller waste
disposal area and a greater height. The closure plan maintains an anticipated total waste
volume of 300,000 cubic yards.

Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

5

1.2 - LEGAL DESCRIPTION OF THE FACILITY (R315-310- 3(1)(c))

Property Serial Number: 15-064-0041
Size: 21.25 acres
Legal Description dated 5/26/98:

Part of the southwest quarter of Section 24, Township 6 North, Range 2 West,
Salt Lake Base and Meridian, US Survey: Beginning at a point 17.61 chains north
and 231.84 feet west from the southeast corner of said quarter section, running
thence north 326.5 feet; thence North 32d30' West 513.51 feet; thence West
509.25 feet, thence South 26d30' West 33 feet, more or less, thence North
88d22' 38" West 701.53 feet; thence South 11d03' 39" East 659.08 feet, more or
less, thence South 75d39'39" East 216.64 feet; thence South 71d09'39" East
80.40 feet; thence South 85d41'39" East 110.9 feet; thence North 89d34' 21"
East 131.75 feet; thence east to the point of beginning. Together with right -of-
way (1427-483)

1.3 - LAND USE AGREEMENT (R315-310- 3(1)(c))

The landfill property is owned by Weber Properties, LLC. Advanced Paving and
Construction has been granted use of the property for a landfill by an agreement with Weber
Properties, LLC. Under the terms of this agreement, Advanced Paving and Construction has sole
responsibility for the maintenance and operation of this facility. A copy of the agreement
between Advanced Paving and Construction and Weber Properties, LLC is included in Appendix
B.

1.4 - DEMONSTRATION THAT THE LANDFILL IS NOT A COMMERCIAL FACILITY

Advanced Paving and Construction uses this facility for its own use and does not intend
to operate this facility as a commercial landfill. Access to the facility is controlled through two
(2) locked gates. These gates are only open when Advanced Paving and Construction employees
are present and access to the landfill area is required. Entry is further controlled by visual
inspection, as vehicles must pass in front of the Advanced Paving and Construction office
building to access the landfill area.

1.5 - WASTE TYPE AND VOLUME (R315-310- 3(1)(d))

Waste stored and disposed of at this facility is construction/demolition waste, yard
waste, and inert waste generated during the course of business for Advanced Paving and
Construction. Accepted waste materials comply with R315-301-2(7) and may include, but are
not limited to, soil, concrete, asphalt, fencing, building demolition, and metal (i.e. rebar, steel
Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

6
beams, general building debris). The amount of waste delivered to the landfill over the past five
years has averaged less than 1,000 cubic yards per year. It is anticipated that the amount of
waste delivered to the site will increase in the future. Nearly all the waste disposed of in this
landfill is generated from construction projects located within a 30 -mile radius of the landfill
site.

1.6 - LOCATION STANDARDS (R315-310- 4(1))

This landfill is an existing facility and is not subject to the location standards given in
R315-305-4 and R315-302-1.

2.0 - PLAN OF OPERATION

2.1 - SCHEDULE OF CONSTRUCTION (R315-302- 2(2)(a))

The landfill is an existing facility, and all basic components of the facility have been
constructed.

2.2 - DESCRIPTION OF ON-SITE WASTE HANDLING PROCEDURES (R315-302- 2(2)(b) and R315-
310- 3(1)(f))

This facility is open only to Advanced Paving and Construction employees, and on-site
waste handling is controlled through employee meetings. All employees are informed about
which waste materials are acceptable for disposal, and areas of the landfill are to receive
specific types of waste material. Additionally, management personnel visits to the landfill area
are performed on a regular basis to observe that proper storage and disposal procedures are
being followed.

The volume of materials delivered to the landfill is tracked by means of a daily load
count. A copy of the daily load count form is provided in Appendix C. Daily load count records
are maintained for inspection at the office of Advanced Paving and Construction.

2.3 - SCHEDULE OF INSPECTIONS AND MONITORING (R315-302-2(2)(c) and R315-310-3(1)(g))

Inspections of the landfill facility are conducted not less than quarterly. The form used
for recording inspection observations is provided in Appendix C. In addition to the quarterly
inspections, management personnel regularly observe the facility to ensure that proper
procedures are being followed. Any deviations from appropriate procedures are immediately
corrected.

Advanced Paving and Construction
Class IVb Landfill
Permit Renewal Application 2023

7
2.4 - CONTINGENCY PLANS IN THE EVENT OF FIRE OR EXPLOSION (R315-302- 2(2)(d))

The risk of a fire or explosion at this landfill is minimized by not allowing decomposable
waste such as household, restaurant, food processing, and commercial waste. Advanced Paving
and Construction employees are prepared to provide immediate fire suppression in the event
of a waste fire. Fire suppression will be accomplished by means of earth-moving equipment
when possible. If necessary, water may also be used to extinguish fires. The on -site stormwater
retention pond is equipped with a portable 6-inch diameter pump that may be used to provide
water for fire suppression. In the event of an uncontrolled fire or a fire that cannot be
managed by on-site personnel, the Weber County Fire Department will be contacted. The Fire
Department is located approximately 4 miles from the facility; the estimated response time is
10 minutes. On arrival at the facility, Fire Department personnel will assume responsibility for
fire abatement activities.

2.5 - CORRECTIVE ACTION PROGRAMS FOR GROUNDWATER CONTAMINATION (R315-302-
2(2)(e))

The possibility of groundwater contamination is minimal because disposal of hazardous
materials is not permitted at this facility. In the unlikely event that groundwater does become
contaminated, Advanced Paving and Construction will retain a qualified professional to define
the extent of the problem, develop a plan for corrective action, and implement the plan. The
Utah Division of Solid and Hazardous Waste will be notified if groundwater contamination is
observed or suspected.

2.6 - CONTINGENCY PLANS FOR OTHER RELEASES (R315-302- 2(2)(f))

The possibility of releasing explosive gases from the landfill is minimal because disposal
of decomposable waste is not permitted at this facility, and the materials that are accepted
have a very low potential for generating explosive gases. Failure of the runoff containment
system is not a significant possibility because the site is graded to direct runoff toward the low
point at the center of the facility. The low point of the facility is much lower than the
surrounding area, and this low area creates a storage volume that is many times the potential
runoff volume for the facility.

Waste materials that are likely to be transported by the wind will be covered the day
they are delivered to the site. The site will be frequently monitored for litter, and any litter that
is observed will be collected and covered.

2.7 - PLAN TO CONTROL FUGITIVE DUST AND COVERING OF WASTE (R315 -302- 2(2)(F))

Vehicles traveling on the access road to the waste disposal site have the highest
potential for generating fugitive dust. Dust from the road has been minimized by covering it
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Class IVb Landfill
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with roto-milled asphalt (1" minus asphalt, recycled from existing roadways). Roto -milled
asphalt material covers the roadway and eliminates problems associated with dust. The
roadway surface has also been covered with a chip and seal coat to further protect the road
surface. Within the landfill area, water trucks are used to prevent dust problems by wetting the
ground surface.

Waste piles are regularly pushed off with a bulldozer and covered with soil. As
excavated soil is the most common type of material disposed of within this facility, material for
covering the waste is readily available. Additionally, topsoil is being stockpiled, which may be
used in the future to cover the site for final closure. If necessary, dust control as waste piles are
pushed off is accomplished using a water truck.

2.8 - DESCRIPTION OF MAINTENANCE OF INSTALLED EQUIPMENT (R315 -302- 2(2)h))

This facility does not contain a leachate collection system, gas collection system,
groundwater monitoring equipment, or any other installed equipment.

2.9 - PROCEDURES FOR EXCLUDING THE RECEIPT OF HAZARDOUS OR PCB WASTE (R315-302-
2(2)(I))

Hazardous materials or materials containing PCBs are excluded from this facility by
limiting facility access for waste delivery to only Advanced Paving and Construction employees
and allowing only materials from Advanced Paving and Construction 's construction sites.
Acceptable materials for disposal at the landfill facility are identified at the construction site. If
any hazardous or otherwise unacceptable waste materials are identified on a construction site,
they are properly disposed of at a facility that is permitted to receive this waste. Hazardous
waste materials identified on an Advanced Paving and Construction job site must be handled
and delivered for disposal by either another contractor or the site owner. Advanced Paving and
Construction does not have the certifications necessary to handle and haul hazardous wastes.

2.10 - PROCEDURES FOR CONTROLLING DISEASE VECTORS (R315-302- 2(2)(j))

Controlling disease vectors is accomplished by eliminating the habitat attractive to
rodents. Non-recyclable wastes are regularly covered to stop potential nesting areas for
rodents or other undesirable types of animal life. Breeding grounds for insects are minimized by
avoiding grading that creates shallow pools of water. If areas of stagnant water are observed,
these areas are graded to promote drainage. The pond used to contain runoff near the center
of the facility is relatively deep and has not caused insect problems in the past.

2.11 - PLAN FOR ALTERNATIVE WASTE HANDLING (R315-302- 2(2)(k))

Conditions that would prevent this facility from accepting waste are unlikely because
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there is no permanent equipment on-site. Equipment necessary for grading, covering, and
processing waste material is brought to the site as needed. This equipment could be rented
from a number of sources if breakdowns were to occur. If a condition preventing the facility
from accepting waste does occur, waste would be taken to another acceptable facility. Weber
County C & D Landfill, which is located approximately 11 miles away, is a potential alternate
location for waste disposal.

2.12 - GENERAL TRAINING AND SAFETY PLAN FOR OPERATIONS (R315-302- 2(2)(n))

The safety and operation of this facility are covered under the safety plan for Advanced
Paving and Construction. Training for Advanced Paving and Construction employees will also
include information from this document.

2.13 - RECYCLING PROGRAM (R315-302- 2(2)(n))

The facility is used for the processing and storage of recyclable materials and the
disposal of non-recyclable materials. Recyclable materials delivered to the site include soil and
asphalt paving materials. Recyclable materials are initially segregated in the waste disposal area
and then moved to the storage area on the east side of the property. Concrete and asphalt
materials are crushed for use for reuse in hot mix asphalt, roadbase, and common fill materials.
Stockpiles of asphalt and concrete materials are maintained in the storage area until needed for
roadway construction materials.

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Class IVb Landfill
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PART III TECHNICAL REPORT

3.0 - MAPS

See the attached maps in Appendix A.

4.0 - ENGINEERING REPORT

4.1 - CELL DESIGN AND FILL METHODS (R315-310- 3(1)(b))

This facility is located on a parcel that is approximately 21.2 acres. The waste disposal
site occupies approximately 7.5 acres of the parcel, materials recycling and storage occupies
approximately 8.5 acres, and natural vegetation buffers (including a trail easement along the
river) make up the remainder of the parcel. See the attached drawings and facility plans for an
overview of the facility layout.

Waste materials are generally received in the waste disposal area by material type (e.g.,
concrete or asphalt) and then further segregated for disposal or recycling. Recyclable materials
are transferred to the materials storage area, and materials for disposal are deposited and
graded within the disposal area footprint and covered as needed. The active disposal area and
the materials segregation areas are rotated to maintain a more consistent waste elevation and
a uniform surface for the segregation and processing area.

4.2 - DESIGN AND LOCATION OF RUN-ON AND RUNOFF CONTROL SYSTEMS (R315-310-
5(2)(b))

The landfill is located on a site that was previously mined for gravel. Prior to mining
operations, the natural ground surface for most of the site was higher than the surrounding
area. Gravel mining operations left a depression near the center of the property. Although the
depression has been mostly filled by clean fill material, the general drainage pattern remains
toward the center of the property. Runoff from the waste disposal and materials storage areas
is contained in on-site retention basins. The existing drainage pattern will be maintained by
grading as waste materials are placed at the site. As the site is filled with waste, drainage
ditches, and channels will be created to maintain the desired drainage pattern . Additional
runoff retention areas will be created along the west side of the fill area.

Runoff volumes were calculated separately for the waste disposal area and the
materials storage area. Currently, the runoff from both areas is tributary to the low area s near
the west and south edges of the materials storage area. At closure, the runoff will be retained
in separate areas. For current conditions, a total potential runoff volume of 1.6 acre-feet was
Advanced Paving and Construction
Class IVb Landfill
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calculated for the 25-year, 24-hour storm event. Runoff volumes were calculated using the
National Resource Conservation Service (NRCS) curve number methodology, and calculations
are provided in Appendix D. The existing stormwater retention area has a storage volume
greater than 2 acre-feet. As materials storage and disposal operations expand, the site will be
graded so a stormwater retention volume of at least 1.6 acre-feet is maintained. When the
landfill approaches capacity, the stormwater retention area will be moved to the west and east
edges of the disposal site.

The required retention volume will decrease to 0.13 acre-feet for the 25-year, 24-hour
storm event when the final closure is constructed, and vegetation is established in the landfill
area. This retention volume is for the landfill waste disposal area. It has been assumed that the
materials storage and processing area will continue as industrial land use following final
closure, and runoff from this area will be regulated by a discharge permit or by the Marriott-
Slaterville stormwater management plan requirements.

5.0 - CLOSURE PLAN

5.1 - CLOSURE SCHEDULE (R315-310- 4(2)(d)(i))

It is anticipated that with proper management and continued recycling of asphalt
material, this landfill may be operated in excess of 20 years. At the proposed final closure
elevation, this site could receive approximately 300,000 cubic yards of material. At this time ,
the landfill is approximately 33% full, leaving approximately 200,000 cubic yards of available
capacity. In the past five years, the landfill received less than 1,000 cubic yards of waste
material per year. It is likely that Advanced Paving and Construction's business will continue to
grow, and the rate of material coming into the site will increase. If the amount of material
brought to the site for disposal increases to an average of 10,000 cubic yards per year or
approximately 18,000 tons per year, the landfill will approach its design capacity in
approximately 20 years.

5.2 - DESIGN OF FINAL CLOSURE (R315-310- 4(2)(c)(iii) and R315-305-5(5))

At final closure, the landfill will be closed as per applicable requirements with the State
of Utah, Weber County, and Marriott-Slaterville City. Prior to placing the final cover layer, the
site will be graded and leveled to create a smoothly contoured area. The landfill cover will
consist of a layer of clean soil at least 2 feet thick over the top of the waste. Excess soil
excavated from Advanced Paving and Construction's construction projects is a large portion of
the material delivered to this landfill, and the cover material will be obtained from the soil
delivered to the landfill. The 2-foot thick layer will include an upper layer of topsoil at least 6
inches thick. Topsoil will be stockpiled on-site for future use during closure. The final cover will
be seeded with shallow-rooted vegetation and a seed mix similar to native grasses. The
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Class IVb Landfill
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proposed seed mix is shown in the maps in Appendix A.

Final grading contours and a typical cross-section are shown on the attached drawings.
The maximum elevation of the final cover is approximately 36 feet above the existing ground
surface. Advanced Paving and Construction is planning to use and maintain the landfill area
after landfill closure. Parts of the landfill area may be utilized for future facilities to process
roadway construction materials.

5.3 - CAPACITY OF SITE IN VOLUME AND TONNAGE (R315-310-4(2)(d)(ii))

The proposed closure grading plan provides a total landfill volume of approximately
300,000 cubic yards of material. At an average weight of 1.8 tons per cubic yard, 300,000 cubic
yards equates to 540,000 tons. It is estimated that the landfill is currently 33% filled, which
leaves 200,000 cubic yards or 360,000 tons of available capacity.

5.4 - FINAL INSPECTION BY REGULATORY AGENCIES (R315-310-4(2)(d)(iii))

Final closure of the facility will be conducted as per regulation R315-302-3(4)). This will
include notification to the Executive Secretary that closure of this facility is intended as well as
notification and appropriate documentation that closure has been completed. Notification will
also be given to any other agency entity as may be directed (i.e., Weber County Environmental
Health Department, Marriott-Slaterville City).

6.0 - POST-CLOSURE CARE PLAN (R315-310-3(1)(h))

6.1 - SITE MONITORING (R315-310- 4(2)(e))

Groundwater and surface water monitoring and site monitoring for landfill gases are not
required for a Class IVb landfill. Site monitoring associated with maintenance of cover material,
vegetation, and runoff control facilities is discussed in Section 6.3.

6.2 - CHANGES TO RECORD OF TITLE, LAND USE, AND ZONING RESTRICTIONS (R315-310-
4(2)(e)(ii))

Upon closure, "plats and a statement of fact" concerning this facility will be recorded as
a part of the record of title with the Weber County Recorder. At the time of closure , a
determination will be made if changes to the title, land use, and zoning are required. If such
action is deemed necessary, steps will be taken to ensure proper compliance with appropriate
regulations.

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6.3 - MAINTENANCE ACTIVITIES TO MAINTAIN COVER AND RUN-ON/RUNOFF CONTROL
SYSTEMS (R315-310- 4(2)(e)(iii))

Maintenance activities to maintain the cover and runoff control systems will include
semi-annual inspections to assess the condition of the landfill cover material, vegetation, and
runoff control facilities. Any areas of erosion or significant settlement will be repaired and the
area re-seeded. Maintenance of the runoff control facilities may include cleaning out the
retention areas to maintain sufficient storage volume. Due to the topography of the site, run -on
control facilities are not needed.

6.4 - POST CLOSURE CARE – CONTACT PERSON OR OFFICE (R315-310-4(2)(e)(iv))

Any questions or concerns during the post-closure care period should be directed to:

Advanced Paving and Construction
1723 West 1350 South
PO Box 12847
Ogden, Utah 84412
Telephone [phone]

7.0 - FINANCIAL ASSURANCE

7.1 - CLOSURE COSTS (R315-310- 4(2)(d)(iv))

Closure costs for this facility have been estimated to be $ 41,000.00. This cost includes
the cost to complete necessary engineering requirements, place topsoil, and seed the landfill
area. Closure costs are guaranteed by means of a surety bond.

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Class IVb Landfill
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TABLE 7-1. COST ESTIMATE FOR CLOSURE CONSTRUCTION
ADVANCED PAVING AND CONSTRUCTION CLASS IV LANDFILL

Item Unit $/Unit #Units Cost
1. Topographic Survey
2. Contract Admin., Bidding/Award
3. Project Management/QA
LS.
LS.
LS.
$ 5,000.00
$ 3,500.00
$ 2,000.00
1
1
1
$ 5,000.00
$ 3,500.00
$ 2,000.00
Engineering Subtotal $ 10,500.00
4. Topsoil/Cover Placement
5. Revegetation
Cu.Yd.
Acre
$ 3.00
$ 1,000.00
6,000
7.5
$18,000.00
$7,500.00
Construction Subtotal $25,500.00
6. 10% Contingency
7. 1% Performance Bond
8. Legal Fees

10% of Total
2% of Total
25% of Total

$3,600.00
$720.00
$9,000.00
Legal and Contingency Subtotal $13,320.00

TOTAL $49,320.00

7.2 - POST-CLOSURE CARE COSTS (R315-310- 4(2)(e)(iv))

Post-closure care for this facility will include a semi-annual inspection of the facility for
the duration of the post-closure period (30 years). The semi-annual inspection will be used to
identify any areas of deficiency that may need correction. Correction activities may include but
are not limited to, filling significant areas of settlement, fence/gate repair, and maintenance of
run-on/runoff control facilities.

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Class IVb Landfill
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TABLE 7-2. POST-CLOSURE CARE
ADVANCED PAVING AND CONSTRUCTION CLASS IVB LANDFILL

Item Unit $/Unit #Units Cost
Semi-Annual Inspection Hr $ 50.00 40 $ 2,000.00
Furnish/place topsoil Cu.Yd. $ 16.00 100 $ 1,600.00
TOTAL $ 3,600.00

Post-closure care costs will be included in the surety bonding for closure costs.

7.3 - FINANCIAL ASSURANCE (R315-309-1(1))

Advanced Paving and Construction has obtained a Solid Waste Permitting and
Management Bond as approved by the Utah Division of Solid and Hazardous Waste. Old
Republic Surety Company is the underwriter of this bond. A copy of the bond is included in
Appendix C.

APPENDIX A

MAPS AND DRAWINGS

A
A
CROSS SECTION A-A
SITE
GENERAL NOTES:
FINAL CLOSURE 1ADVANCED PAVING & CONSTRUCTION - LANDFILLPRIVATE
1150 SOUTH DEPOT DRIVE, SUITE 225
OGDEN, UT 84404 [phone]
SCALE: 1" = 100'
WEB
E
R
RIVER
LEGEND
SCALE: 1" = 2000'LOCATION MAP
SITE
SITE PLAN & LAND USE 2ADVANCED PAVING & CONSTRUCTION - LANDFILLPRIVATE
1150 SOUTH DEPOT DRIVE, SUITE 225
OGDEN, UT 84404 [phone]
WEB
E
R
RIVER
LEGEND
BOUNDARY DESCRIPTION
A PART OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 6 NORTH,
RANGE 2 WEST, SALT LAKE BASE AND MERIDIAN, U.S. SURVEY:
BEGINNING AT A POINT 17.61 CHAINS NORTH AND 231.84 FEET WEST FROM THE
SOUTHEAST CORNER OF SAID QUARTER SECTION, RUNNING THENCE NORTH 326.5
FEET; THENCE NORTH 32°30' WEST 513.51 FEET; THENCE WEST 509.25 FEET;
THENCE SOUTH 26°30' WEST 33 FEET, MORE OR LESS, THENCE NORTH 88°22'38"
WEST 701.53 FEET; THENCE SOUTH 11°03'39" EAST 659.08 FEET, MORE OR LESS,
THENCE SOUTH 75°39'39" EAST 216.64 FEET; THENCE SOUTH 71°09'39" EAST 80.40
FEET; THENCE SOUTH 85°41'39" EAST 110.90 FEET; THENCE NORTH 89°34'21" EAST
131.75 FEET; THENCE EAST TO THE POINT OF BEGINNING.
TOGETHER WITH RIGHT OF WAY (1427-483).
SCALE: 1" = 2000'LOCATION MAP
NOTE:
SCALE: 1" = 120'

APPENDIX B

DOCUMENTS

APPENDIX C

FORMS

ADVANCED PAVING AND CONSTRUCTION
CLASS IVB LANDFILL

INSPECTION REPORT

DATE: ___________________________

INSPECTOR:____________________________

Satisfactory Unsatisfactory

Water Run-on/Runoff: __________ ____________

Fence Lines/Gates __________ ____________

Waste Handling __________ ____________

Corrective Action(s) Required:
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________

Date Corrective Action Completed:

Comments:
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
__________________

Signature: _________________________________________________________

ADVANCED PAVING AND CONSTRUCTION
CLASS IVB LANDFILL

LOAD COUNT

Week
Ending Dump Pit Run Week
Ending Dump Pit Run

Total Total

APPENDIX D

STORMWATER RUNOFF
CALCULATIONS

Project:Advanced Paving Landfill Permit
Feature:Runoff Volume Calcs for Landfill Area
Date:11/16/2023
Calcs by:DLC Checked:JDB
Precipitation:
Refrence: NOAA Atlas 14 Point Precipitation Frequancy Estimates: UT
25-yr, 24 hr =>p=2.45 inches
100-yr, 24hr =>p=2.98 inches
Curve Number:
Reference:Urban Hydrology for Small Watershed, TR-55, NRCS. June 1986
* Native Soil at the landfill is Hydrologic Soil Group (HSG) A.
use HSG B for the site
* Assume bare soil condition for the active landfill
Active Landfill =>CN=86
* Assume "Good" cover for the final cover (grass & forbes)
Closed Landfill =>CN=62
* Soils Brought to the site as wasted will likely be HSG A and HSG B. These soils
are the most commonly used soils for roadway construction.
Calculate the runoff volume for the 25-yr and 100-yr, 24-hr event using NRCS Curve Number Method
Project:Advanced Paving Landfill Permit
Feature:Runoff Volume Calcs for Landfill Area
Date:11/16/2023
Calcs by:DLC Checked:JDB
NRCS Curve No. Method
Where
Runoff for Active Landfill
CN=86 HSG=B open space, poor condition
1.628
25-yr, 24 hr P=2.45 inches
100-yr, 24 hr P=2.98 inches
25-yr 1.20 inches
100-yr 1.65 inches

Basin Area=7.5 Acres
Volume
25-yr 0.75 acre*feet
100-yr 1.03 acre*feet
𝑃=(𝑃−0.2𝑃)2
(𝑃+0.8𝑃)S =1000
𝐶𝑁−10
𝑃=𝑟𝑎𝑖𝑙𝑒𝑎𝑙𝑙 (𝑖𝑙)
𝑃=𝑃𝑟𝑙𝑙𝑒𝑒 (𝑖𝑙)
𝑃=𝑃𝑙𝑟𝑒𝑙𝑟𝑖𝑎𝑙 𝑙𝑎𝑥𝑖𝑙𝑟𝑙 𝑟𝑒𝑟𝑒𝑙𝑟𝑖𝑙𝑙 𝑎𝑒𝑟𝑒𝑟 𝑟𝑟𝑙𝑙𝑒𝑒 𝑎𝑒𝑒𝑖𝑙𝑟𝑖𝑙
𝑟=1000
86 −10 =
𝑃=(2.45 −0.2(1.63))2
(2.45 +0.8(1.63))=
𝑃=(2.98 −0.2(1.63)2
(2.98 +0.8(1.63))=
𝑉𝑙𝑙𝑟𝑙𝑒=7.5 𝑎𝑎𝑟𝑒𝑟ൗ1.20 12 𝑒𝑟=
𝑉𝑙𝑙𝑟𝑙𝑒=7.5 𝑎𝑎𝑟𝑒𝑟ൗ1.65 12 𝑒𝑟=
Project:Advanced Paving Landfill Permit
Feature:Runoff Volume Calcs for Landfill Area
Date:11/16/2023
Calcs by:DLC Checked:JDB
NRCS Curve No. Method
Where
Runoff for Closed Landfill
CN=62 HSG=B
6.129032
25-yr, 24 hr P=2.45 inches
100-yr, 24 hr P=2.98 inches
25-yr 0.20 inches
100-yr 0.39 inches

Project area=7.5 Acres
Volume
25-yr 0.13 acre*feet
100-yr 0.24 acre*feet
𝑃=(𝑃−0.2𝑃)2
(𝑃+0.8𝑃)S =1000
𝐶𝑁−10
𝑃=𝑃𝑎𝑖𝑙𝑒𝑎𝑙𝑙 (𝑖𝑙)
𝑃=𝑃𝑟𝑙𝑙𝑒𝑒 (𝑖𝑙)
𝑃=𝑃𝑙𝑟𝑒𝑙𝑟𝑖𝑎𝑙 𝑙𝑎𝑥𝑖𝑙𝑟𝑙 𝑟𝑒𝑟𝑒𝑙𝑟𝑖𝑙𝑙 𝑎𝑒𝑟𝑒𝑟 𝑟𝑟𝑙𝑙𝑒𝑒 𝑎𝑒𝑒𝑖𝑙𝑟𝑖𝑙
𝑟=1000
86 −10 =
𝑃=(2.45 −0.2(6.13))2
(2.45 +0.8(6.13))=
𝑃=(2.98 −0.2(6.13)2
(2.98 +0.8(6.13))=
𝑉𝑙𝑙𝑟𝑙𝑒=7.5 𝑎𝑎𝑟𝑒𝑟ൗ0.20 12 𝑒𝑟=
𝑉𝑙𝑙𝑟𝑙𝑒=7.5 𝑎𝑎𝑟𝑒𝑟ൗ0.39 12 𝑒𝑟=
Project:Advanced Paving Landfill Permit
Feature:Runoff Volume Calcs for Recycleable Materials Storage Area
Date:11/16/2023
Calcs by:DLC Checked:JDB
Precipitation:
Refrence: NOAA Atlas 14 Point Precipitation Frequancy Estimates: UT
25-yr, 24 hr =>p=2.45
100-yr, 24hr =>p=2.98
Curve Number:
Reference:Urban Hydrology for Small Watershed, TR-55, NRCS. June 1986
* Native Soil at the landfill is Hydrologic Soil Group (HSG) A.
use HSG B for the site
* Assume bare soil condition for the active landfill
Active Landfill =>CN=86
* Assume "Good" cover for the final cover (grass & forbes)
Closed Landfill =>CN=62
* Soils Brought to the site as wasted will likely be HSG A and HSG B. These soils
are the most commonly used soils for roadway construction.
Calculate the runoff volume for the 25-yr and 100-yr, 24-hr event using NRCS Curve Number Method
Project:Advanced Paving Landfill Permit
Feature:Runoff Volume Calcs for Recycleable Materials Storage Area
Date:11/16/2023
Calcs by:DLC Checked:JDB
NRCS Curve No. Method
Where
Runoff from Recycleable Materials Storage Area
CN=86 HSG=B open space, poor condition
1.628
25-yr, 24 hr P=2.45
100-yr, 24 hr P=2.98
25-yr 1.20
100-yr 1.65

Project area=8.5 Acres
Volume
25-yr 0.85 acre*feet
100-yr 1.17 acre*feet
𝑃=(𝑃−0.2𝑃)2
(𝑃+0.8𝑃)S =1000
𝐶𝑁−10
𝑃=𝑟𝑎𝑖𝑙𝑒𝑎𝑙𝑙 (𝑖𝑙)
𝑃=𝑃𝑟𝑙𝑙𝑒𝑒 (𝑖𝑙)
𝑃=𝑃𝑙𝑟𝑒𝑙𝑟𝑖𝑎𝑙 𝑙𝑎𝑥𝑖𝑙𝑟𝑙 𝑟𝑒𝑟𝑒𝑙𝑟𝑖𝑙𝑙 𝑎𝑒𝑟𝑒𝑟 𝑟𝑟𝑙𝑙𝑒𝑒 𝑎𝑒𝑒𝑖𝑙𝑟𝑖𝑙
𝑟=1000
86 −10 =
𝑃=(2.45 −0.2(1.63))2
(2.45 +0.8(1.63))=
𝑃=(2.98 −0.2(1.63)2
(2.98 +0.8(1.63))=
𝑉𝑙𝑙𝑟𝑙𝑒=8.5 𝑎𝑎𝑟𝑒𝑟ൗ1.20 12 𝑒𝑟=
𝑉𝑙𝑙𝑟𝑙𝑒=8.5 𝑎𝑎𝑟𝑒𝑟ൗ1.65 12 𝑒𝑟=
Point precipitation frequency estimates (inches)
NOAA Atlas 14 Volume 1 Version 5
Data type: Precipitation depth
Time series type: Partial duration
Project area: Southwest
Location name (ESRI Maps): Marriott-Slaterville Utah USA
Station Name: -
Latitude: 41.2390°
Longitude: -112.0200°
Elevation (USGS): 4263.78 ft
PRECIPITATION FREQUENCY ESTIMATES
by duration for ARI (years):1 2 5 10 25 50 100 200
5-min:0.128 0.161 0.219 0.276 0.366 0.451 0.552 0.673
10-min:0.195 0.245 0.334 0.42 0.557 0.686 0.84 1.03
15-min:0.242 0.303 0.414 0.52 0.69 0.85 1.04 1.27
30-min:0.325 0.408 0.558 0.7 0.93 1.15 1.4 1.71
60-min:0.403 0.505 0.69 0.867 1.15 1.42 1.74 2.12
2-hr:0.512 0.641 0.825 1 1.3 1.58 1.9 2.29
3-hr:0.6 0.737 0.919 1.09 1.36 1.62 1.94 2.33
6-hr:0.813 0.988 1.19 1.37 1.66 1.89 2.16 2.45
12-hr:1.03 1.26 1.52 1.74 2.09 2.37 2.67 3
24-hr:1.27 1.55 1.86 2.1 2.45 2.71 2.98 3.25
2-day:1.47 1.8 2.14 2.42 2.8 3.08 3.38 3.66
3-day:1.6 1.96 2.34 2.65 3.07 3.39 3.73 4.06
4-day:1.73 2.12 2.53 2.87 3.34 3.7 4.08 4.45
7-day:2.05 2.51 2.99 3.38 3.91 4.32 4.74 5.15
10-day:2.32 2.85 3.37 3.8 4.35 4.76 5.16 5.54
20-day:3 3.68 4.34 4.85 5.49 5.94 6.38 6.79
30-day:3.6 4.41 5.17 5.75 6.48 7 7.5 7.97
45-day:4.44 5.42 6.34 7.06 7.96 8.6 9.21 9.77
60-day:5.24 6.4 7.48 8.31 9.35 10.1 10.8 11.4
Date/time (GMT): Fri Jun 10 23:12:58 2022
pyRunTime: 0.0283391475677
500 1000
0.869 1.05
1.32 1.6
1.64 1.99
2.21 2.68
2.73 3.31
2.92 3.5
2.96 3.54
3.08 3.65
3.48 3.89
3.62 3.9
4.05 4.33
4.5 4.84
4.95 5.34
5.69 6.11
6.04 6.4
7.29 7.63
8.54 8.93
10.4 10.9
12.2 12.7