DAQ-2024-009867

DAQE-AN112340015-24

{{$d1 }}

Chris Rose
Staker & Parson Companies
89 West 13490 South, Suite 100
Draper, UT 84020
[e-mail]

Dear Mr. Rose:

Re: Approval Order: Administrative Amendment to Approval Order DAQE-AN112340013-17 to
Replace One (1) Hot Mix Asphalt Plant and Associated Equipment and Update PTE under
R307-401-12
Project Number: N112340015

The attached Approval Order (AO) is issued pursuant to the Notice of Intent (NOI) received on May 22,
2024. Staker & Parson Companies must comply with the requirements of this AO, all applicable state
requirements (R307), and Federal Standards.

The project engineer for this action is Christine Bodell, who can be contacted at [phone] or
[e-mail]. Future correspondence on this AO should include the engineer's name as well as the
DAQE number shown on the upper right-hand corner of this letter.

Sincerely,

{{$s }}

Bryce C. Bird
Director

BCB:CB:jg

cc: Salt Lake County Health Department

195 North 1950 West • Salt Lake City, UT
Mailing Address: P.O. Box 144820 • Salt Lake City, UT 84114-4820
Telephone [phone] • Fax [phone] • T.D.D. [phone]
www.deq.utah.gov
Printed on 100% recycled paper
State of Utah

SPENCER J. COX
Governor

DEIDRE HENDERSON
Lieutenant Governor

Department of
Environmental Quality

Kimberly D. Shelley
Executive Director

DIVISION OF AIR QUALITY
Bryce C. Bird
Director

August 5, 2024

STATE OF UTAH
Department of Environmental Quality
Division of Air Quality

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APPROVAL ORDER
DAQE-AN112340015-24
Administrative Amendment to Approval Order
DAQE-AN112340013-17 to Replace One (1) Hot Mix
Asphalt Plant and Associated Equipment and Update PTE
under R307-401-12

Prepared By
Christine Bodell, Engineer
[phone]
[e-mail]

Issued to
Staker & Parson Companies - Point of the Mountain Facility

Issued On
{{$d2 }}

Issued By

{{$s }}

Bryce C. Bird
Director
Division of Air Quality
August 5, 2024

TABLE OF CONTENTS

TITLE/SIGNATURE PAGE ....................................................................................................... 1
GENERAL INFORMATION ...................................................................................................... 3
CONTACT/LOCATION INFORMATION ............................................................................... 3
SOURCE INFORMATION ........................................................................................................ 3
General Description ................................................................................................................ 3
NSR Classification .................................................................................................................. 3
Source Classification .............................................................................................................. 3
Applicable Federal Standards ................................................................................................. 3
Project Description.................................................................................................................. 4
SUMMARY OF EMISSIONS .................................................................................................... 5
SECTION I: GENERAL PROVISIONS .................................................................................... 5
SECTION II: PERMITTED EQUIPMENT .............................................................................. 6
SECTION II: SPECIAL PROVISIONS ..................................................................................... 8
PERMIT HISTORY ................................................................................................................... 15
ACRONYMS ............................................................................................................................... 16

DAQE-AN112340015-24
Page 3

GENERAL INFORMATION

CONTACT/LOCATION INFORMATION

Owner Name Source Name
Staker & Parson Companies Staker & Parson Companies - Point of the
Mountain Facility

Mailing Address Physical Address
89 West 13490 South, Suite 100 3.5 Miles South of Bluffdale Exit 291
Draper, UT 84020 Bluffdale, UT

Source Contact UTM Coordinates
Name: Chris Rose 422,685 m Easting
Phone: [phone],478,262 m Northing
Email: [e-mail] Datum NAD83
UTM Zone 12

SIC code 1442 (Construction Sand & Gravel)

SOURCE INFORMATION
General Description
Staker & Parson Companies (Staker) owns and operates the Point of the Mountain (POM) facility in Salt
Lake and Utah counties. The POM facility consists of three (3) operations. The Point East operation
produces crushed aggregate, the Point South operation produces concrete, and the Point West operation
produces crushed aggregate, concrete, and asphalt.

NSR Classification
Administrative Amendment

Source Classification
Located in Southern Wasatch Front O3 NAA, Northern Wasatch Front O3 NAA, Salt Lake City UT
PM2.5 NAA, Salt Lake County SO2 NAA, Provo UT PM2.5 NAA
Salt Lake County
Airs Source Size: SM

Applicable Federal Standards
NSPS (Part 60), A: General Provisions
NSPS (Part 60), Dc: Standards of Performance for Small Industrial-Commercial-Institutional
Steam Generating Units
NSPS (Part 60), I: Standards of Performance for Hot Mix Asphalt Facilities
NSPS (Part 60), OOO: Standards of Performance for Nonmetallic Mineral Processing Plants
MACT (Part 63), A: General Provisions
MACT (Part 63), CCCCCC: National Emission Standards for Hazardous Air Pollutants for
DAQE-AN112340015-24
Page 4

Source Category: Gasoline Dispensing Facilities
Title V (Part 70) Area Source

Project Proposal
Administrative Amendment to Approval Order DAQE-AN112340013-17 to Replace One (1) Hot Mix
Asphalt Plant and Associated Equipment and Update Potential to Emit (PTE) under R307-401-12.

Project Description
Staker has requested the following changes:

1. Replace and relocate one (1) drum mix asphalt plant and associated baghouse (currently listed as
Equipment II.A.19 and II.A.20 in Approval Order DAQE-AN112340013-17).
2. Increase the number of asphalt cement storage tanks (Equipment II.A.23 in the 2017 AO) from three
(3) to six (6).
3. Replace four (4) uncontrolled asphalt storage silos (Equipment II.A.24 in the 2017 AO) with six (6)
new blue smoke-controlled asphalt storage silos.
4. Add one (1) hot oil heater rated at 2.8 MMBtu/hr.
5. Add two (2) 12,000-gallon diesel fuel storage tanks.
6. Replace one (1) 900-gallon gasoline fuel storage tank (Equipment II.A.28 in the 2017 AO) with one (1)
2,000-gallon gasoline fuel storage tank.
7. Remove three (3) diesel generators (currently listed as Equipment II.A.13 and II.A.14 in Approval
Order DAQE-AN112340013-17).
8. Remove one (1) fuel-oil-fired, 7 MMBtu/hr boiler (Equipment II.A.29 in the 2017 AO).
9. Remove all used fuel-oil-related conditions, as the facility is discontinuing use of used fuel-oil.

Additionally, Staker has requested that a calculation error in the 2017 AO regarding the PTE be corrected.
The application for the current 2017 AO was evaluated in 2016 and contained several errors. In the 2016
application, emissions from hot mix asphalt (HMA) operations were estimated using only emissions from
the drum mixer and did not take into consideration emissions from the HMA silos, cement storage tanks,
hot oil system, asphalt loadout, lime silos, etc. Additionally, no emissions were calculated for the
7 MMBtu/hr Kemco diesel-fired boiler nor the gasoline and diesel fuel storage tanks. Staker has elected
to remedy this oversight by re-evaluating the site-wide PTEs. Had the 2016 emission estimates been done
correctly and accounted for all the emission units, all actual PTEs would be decreasing. Additionally, the
new HMA plant will only be permitted to operate on natural gas. The current HMA is permitted to run on
fuel oil and used oil in addition to natural gas. Limiting the fuel type to natural gas, which burns cleaner,
contributes to a decrease in all PTEs.

This project meets the requirements of UAC R307-401-12 Reduction in Air Pollutants and does not
require a public comment period.

DAQE-AN112340015-24
Page 5

SUMMARY OF EMISSIONS

The emissions listed below are an estimate of the total potential emissions from the source. Some
rounding of emissions is possible.

Criteria Pollutant Change (TPY) Total (TPY)
CO2 Equivalent -7956.00 21761.00
Carbon Monoxide -40.16 33.32
Nitrogen Oxides -64.47 9.92
Particulate Matter - PM10 -0.60 112.80
Particulate Matter - PM2.5 -12.13 26.13
Sulfur Dioxide -24.90 1.39
Volatile Organic Compounds -3.88 17.22

Hazardous Air Pollutant Change (lbs/yr) Total (lbs/yr)
Benzene (Including Benzene From Gasoline) (CAS #71432) 0 318
Ethyl Benzene (CAS #100414) -2336 204
Formaldehyde (CAS #50000) -16 2524
Generic HAPs (CAS #GHAPS) 12 350
Hexane (CAS #110543) -246 920
PAH, Total (CAS #234) 0 282
Toluene (CAS #108883) -108 132
Change (TPY) Total (TPY)
Total HAPs -1.04 2.37

SECTION I: GENERAL PROVISIONS

I.1 All definitions, terms, abbreviations, and references used in this AO conform to those used in
the UAC R307 and 40 CFR. Unless noted otherwise, references cited in these AO conditions
refer to those rules. [R307-101]

I.2 The limits set forth in this AO shall not be exceeded without prior approval. [R307-401]

I.3 Modifications to the equipment or processes approved by this AO that could affect the
emissions covered by this AO must be reviewed and approved. [R307-401-1]

I.4 All records referenced in this AO or in other applicable rules, which are required to be kept by
the owner/operator, shall be made available to the Director or Director's representative upon
request, and the records shall include the two-year period prior to the date of the request.
Unless otherwise specified in this AO or in other applicable state and federal rules, records
shall be kept for a minimum of two (2) years. [R307-401-8]

I.5 At all times, including periods of startup, shutdown, and malfunction, owners and operators
shall, to the extent practicable, maintain and operate any equipment approved under this AO,
including associated air pollution control equipment, in a manner consistent with good air
pollution control practice for minimizing emissions. Determination of whether acceptable
operating and maintenance procedures are being used will be based on information available to
the Director which may include, but is not limited to, monitoring results, opacity observations,
review of operating and maintenance procedures, and inspection of the source. All maintenance
performed on equipment authorized by this AO shall be recorded. [R307-401-4]

DAQE-AN112340015-24
Page 6

I.6 The owner/operator shall comply with UAC R307-107. General Requirements: Breakdowns.
[R307-107]

I.7 The owner/operator shall comply with UAC R307-150 Series. Emission Inventories.
[R307-150]

I.8 The owner/operator shall submit documentation of the status of construction or modification to
the Director within 18 months from the date of this AO. This AO may become invalid if
construction is not commenced within 18 months from the date of this AO or if construction is
discontinued for 18 months or more. To ensure proper credit when notifying the Director, send
the documentation to the Director, attn.: NSR Section. [R307-401-18]

SECTION II: PERMITTED EQUIPMENT

II.A THE APPROVED EQUIPMENT

II.A.1 Point of the Mountain Facility

II.A.2 Aggregate Processing

II.A.3 Seventeen (17) Screens
Capacity: 700 tph (each)
NSPS Applicability: Subpart OOO

II.A.4 Two (2) Screens
Capacity: 500 tph (each)
NSPS Applicability: Subpart OOO

II.A.5 Two (2) Screens
Capacity: 300 tph (each)
NSPS Applicability: Subpart OOO

II.A.6 Four (4) VSI Crushers
Capacity: 700 tph (each)
NSPS Applicability: Subpart OOO

II.A.7 One (1) VSI Crusher
Capacity: 300 tph
NSPS Applicability: Subpart OOO

II.A.8 Two (2) Cone Crushers
Capacity: 700 tph (each)
NSPS Applicability: Subpart OOO

II.A.9 Two (2) Cone Crushers
Capacity: 500 tph (each)
NSPS Applicability: Subpart OOO

II.A.10 One (1) Cone Crusher
Capacity: 300 tph
NSPS Applicability: Subpart OOO

II.A.11 Two (2) Jaw Crushers
Capacity: 700 tph and 500 tph
NSPS Applicability: Subpart OOO

DAQE-AN112340015-24
Page 7

II.A.12 One (1) Jaw Crusher
Capacity: 500 tph
NSPS Applicability: Subpart OOO

II.A.13 Wet Aggregate Processing
Screens and material washing screws
*Listed for information purposes only*

II.A.14 Two (2) 12-yard Concrete Central Mix Plants
Equipped with handling bins and weigh Batchers

II.A.15 Eight (8) Cement/Flyash silos
Equipped with dust collectors
NSPS Applicability: Subpart I

II.A.16 Two (2) Water Heaters
Rating: 10 MMBtu (each)
Fuel: Natural Gas
NSPS Applicability: Subpart Dc

II.A.17 One (1) Drum Mix Asphalt Plant (New)
Drum Rated Capacity: 500 tph
Drum Burner Rating: 150 MMBtu/hr
Burner Fuel: Natural Gas
Control: Baghouse
NSPS Applicability: Subpart I
MACT Applicability: None

II.A.18 One (1) Lime Silo
Equipped with a dust collector
NSPS Applicability: Subpart I

II.A.19 One (1) Pugmill

II.A.20 Six (6) Asphalt Cement Tanks (3 New)
Capacity: 30,000 gallons (each)
NSPS Applicability: Subpart I

II.A.21 Six (6) Asphalt Storage Silos (New)
Capacity: 500 tons (each)
NSPS Applicability: Subpart I

II.A.22 Various Cold Feed Bins
NSPS Applicability: Subpart I

II.A.23 Various RAP Feed Bins
NSPS Applicability: Subpart I

II.A.24 Two (2) 10,000 Gallon Diesel Fuel Tanks

II.A.25 Two (2) 12,000 Gallon Diesel Fuel Tank (New)

II.A.26 One (1) 2,000 Gallon Gasoline Fuel Tank (New)

II.A.27 Associated Equipment
Includes: Front-end Loaders, Bulldozers, Conveyors, Feeders, etc.

DAQE-AN112340015-24
Page 8

II.A.28 Hot Oil Heater (New)
Capacity: 2.8 MMBtu/hr
Fuel: Natural Gas

SECTION II: SPECIAL PROVISIONS

II.B REQUIREMENTS AND LIMITATIONS

II.B.1 Site-Wide Requirements
II.B.1.a The owner/operator shall not produce more than the following:

A. 7,800,000 tons of aggregate material per rolling 12-month period.

B. 800,000 tons of hot mix asphalt per rolling 12-month period.

C. 1,075,000 cubic yards of concrete per rolling 12-month period.

[R307-401-8]

II.B.1.a.1 The owner/operator shall:

A. Determine production by scale house records, belt scale records, or manifest
statements.

B. Record production on a daily basis.

C. Use the production data to calculate a new rolling 12-month total by the 20th day
of each month using data from the previous 12 months.

D. Keep the production records for all periods the plant is in operation.

[R307-401-8]

II.B.1.b The owner/operator shall not conduct bulldozing operations for more than 4,500 hours total per
rolling 12-month period. [R307-401-8]

II.B.1.b.1 The owner/operator shall:

A. Determine hours of operation by monitoring and maintaining an operations log.
The hours of operation of each bulldozer shall be added together to determine the
total hours of bulldozing.

B. Record hours of operation each day.

C. Use the hours of operation to calculate a new rolling 12-month total by the 20th day
of each month using data from the previous 12 months.

D. Keep hours of operation records for all periods the plant is in operation.

[R307-401-8]

DAQE-AN112340015-24
Page 9

II.B.1.c Unless otherwise specified in this AO, the owner/operator shall not allow visible emissions to
exceed the following limits:

A. Crushers - 12% opacity.

B. Screens - 7% opacity.

C. All Conveyor Transfer Points - 7% opacity.

D. Concrete Batch Plants - 7% opacity.

E. All Conveyor Drop Points - 20% opacity .

F. Hot Oil Heater, Dryer, Conveyors, Silos, Tanks, and Load Out Areas
Associated with the Hot Mix Asphalt Plant - 10% opacity.

G. All Other Points - 20% opacity.

[40 CFR 60 Subpart OOO, R307-312, R307-401-8]

II.B.1.c.1 Opacity observations of visible emissions from stationary sources shall be conducted according
to 40 CFR 60, Appendix A, Method 9. [40 CFR 60 Subpart OOO, R307-401-8]

II.B.1.d The owner/operator shall only use natural gas as fuel in the 150 MMBtu/hr asphalt plant drum
mixer burner and in the asphalt plant 2.8 MMBtu/hr hot oil heater. [R307-401-8]

II.B.2 Haul Roads and Fugitive Dust Requirements
II.B.2.a The owner/operator shall not allow visible emissions from haul roads and fugitive dust sources
on site to exceed 20% opacity on site and 10% opacity at the property boundary.
[R307-309-5, R307-401-8]

II.B.2.a.1 Opacity observations of fugitive dust from intermittent sources shall be conducted according to
40 CFR 60, Appendix A, Method 9; however, the requirement for observations to be made at
15-second intervals over a six-minute period shall not apply. The number of observations and the
time period shall be determined by the length of the intermittent source. For fugitive dust
generated by mobile sources, visible emissions shall be measured at the densest point of the
plume but at a point not less than one-half vehicle length behind the vehicle and not less than
one-half the height of the vehicle. [R307-401-8]

II.B.2.b The owner/operator shall control particulate emissions from storage piles, exposed areas, and
other fugitive dust sources using water application. The owner/operator shall apply water as
required to ensure the opacity limits in this AO are not exceeded. [R307-401-8]

II.B.2.b.1 Records of treatments to the storage piles, exposed areas, and other fugitive dust sources shall
include:

A. The date, time, and location of applications.

B. The volume of water applied.

[R307-401-8]

DAQE-AN112340015-24
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II.B.2.c The owner/operator shall not exceed the following:

A. Forty-four (44) acres combined, occupied by all storage piles on site.

B. Thirty-one (31) acres combined, occupied by all disturbed area on site.

[R307-401-8]

II.B.2.c.1 To determine compliance with the above limits, the owner/operator shall measure the total area
of the storage piles and/or disturbed areas at least once every twelve (12) months and shall
maintain a record of the total acres of the storage piles and/or disturbed areas. Compliance shall
be determined through GPS measurements or aerial photographs. The area of each storage pile
and/or disturbed areas shall be added together to obtain the total area of all the storage piles and
disturbed areas on site. Records of the total acres of the storage piles and/or disturbed areas shall
contain the following:

A. Date of measurements.

B. Size of each storage pile on site and each disturbed area on site.

C. Total acres of all storage piles combined and all disturbed areas combined.

[R307-401-8]

II.B.2.d The owner/operator:

A. Shall not have more than 29,700 feet (5.6 miles) of total haul roads
(including paved and unpaved haul roads) on site.

B. Shall not pave less than 9,000 feet (1.7 miles) of haul roads on site.

[R307-401-8]

II.B.2.d.1 To determine compliance with the above limits, the owner/operator shall measure the paved and
unpaved haul road lengths at least once every twelve (12) months and shall maintain a record of
the lengths of the paved and unpaved haul roads. Compliance shall be determined through GPS
measurements or aerial photographs. [R307-401-8]

II.B.2.e An operational vacuum sweeper and water truck shall be made available during each operating
day. The owner/operator shall vacuum sweep and flush with water all the paved haul roads on
site to maintain opacity limits listed in this AO. If the temperature is below freezing, the
owner/operator shall continue to vacuum sweep the road but may stop flushing the paved haul
roads with water. Flushing the paved haul road with water shall resume when the temperature is
above freezing. If the haul roads are covered with snow or ice, the owner/operator may stop
vacuum sweeping the paved haul roads. Vacuum sweeping the paved haul roads shall resume
when the haul roads are cleared from snow and ice. [R307-401-8]

DAQE-AN112340015-24
Page 11

II.B.2.e.1 Records of vacuum sweeping and water application shall be kept for all periods when the plant is
in operation. The records shall include the following items:

A. Date and time treatments were made.

B. Number of treatments made and quantity of water applied.

C. Rainfall amount received, if any.

D. Records of temperature, if the temperature is below freezing.

E. Records shall note if the paved haul roads are covered with snow or ice.

[R307-401-8]

II.B.2.f The owner/operator shall cover all unpaved haul roads and wheeled-vehicle operational areas
with road base material, and an operational water truck shall be made available during each
operating day. The owner/operator shall use chemical suppressant and water application to
maintain opacity limits listed in this AO. If the temperature is below freezing, the owner/operator
may stop applying chemical suppressant and water to the unpaved haul roads and
wheeled-vehicle operational areas. The owner/operator shall resume applying chemical
suppressant and water to the unpaved haul roads and wheeled-vehicle operational areas when the
temperature is above freezing. [R307-401-8]

II.B.2.f.1 Records of chemical suppressant and water application shall be kept for all periods when the
plant is in operation. The records shall include the following items:

A. Date and time treatments were made.

B. Number of treatments made, quantity of water applied, and chemical dilution ratio
used.

C. Rainfall amount received, if any.

D. Records of temperature, if the temperature is below freezing.

[R307-401-8]

II.B.2.g The owner/operator shall comply with a fugitive dust control plan (FDCP) consistent with
R307-309-6. [R307-309-6]

II.B.2.h The owner/operator shall comply with all applicable requirements of R307-309 for Fugitive
Emission and Fugitive Dust sources on site. [R307-309]

II.B.2.i The owner/operator shall not exceed a haul road speed limit of 15 miles per hour. The haul road
speed shall be posted, at a minimum, on site at the beginning of the haul road so that it is clearly
visible from the haul road. [R307-401-8]

II.B.3 Hot Mix Asphalt Plant Requirements
II.B.3.a The owner or operator shall install emission capture and control systems in compliance with
UAC R307-313 (VOC and Blue Smoke Controls for Hot Mix Asphalt Plants) that capture and
reduce blue smoke emissions from the dryer, conveyors, silos, and load out areas associated with
the hot mix asphalt plant. [R307-313, R307-401-8]

II.B.3.b The owner or operator shall operate emission capture and control systems in compliance with
UAC R307-313 (VOC and Blue Smoke Controls for Hot Mix Asphalt Plants) at all times during
the production of asphalt products. [R307-313, R307-401-8]

DAQE-AN112340015-24
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II.B.3.c The owner/operator shall install a fabric filter on each storage silo associated with the hot mix
asphalt plant to control particulate emissions generated during the filling of the silos. Displaced
air from each silo shall pass through a fabric filter before being vented to the atmosphere.
[R307-401-8]

II.B.3.d The HMAP baghouse shall control process streams from the asphalt plant drum mixer. This
baghouse shall be sized to handle at least 75,000 acfm for the existing conditions. All exhaust air
from the HMAP drum mixer shall be routed through the baghouse before being vented to the
atmosphere. [R307-401-8]

II.B.3.e The owner/operator shall install a baghouse on the HMAP with a control efficiency of no less
than 99.9%. [R307-401-8]

II.B.3.e.1 To demonstrate compliance with the above condition, the owner/operator shall maintain records
of the manufacturer's control efficiency guarantee for the installed baghouse. [R307-401-8]

II.B.3.f The owner/operator shall install a manometer or magnehelic pressure gauge to measure the static
pressure drop across the hot mix asphalt plant baghouse. [R307-401-8]

II.B.3.f.1 The pressure gauge shall be located such that an inspector/operator can safely read the indicator
at any time. [R307-401-8]

II.B.3.f.2 The pressure gauge shall measure the static pressure differential in 1-inch water column
increments or less. [R307-401-8]

II.B.3.g During operation of the baghouse, the owner/operator shall maintain the static pressure
differential across the baghouse between 3 and 7 inches of water column. [R307-401-8]

II.B.3.g.1 The owner/operator shall maintain the following records of the static pressure differential:

A. Unit identification;

B. Weekly static pressure differential readings;

C. Date of reading.

[R307-401-8]

II.B.3.h At least once every 12 months, the owner/operator shall calibrate the pressure gauges in
accordance with the manufacturer's instructions or replace the gauges. [R307-401-8]

II.B.3.h.1 The owner/operator shall maintain records of the pressure gauge calibrations and replacements.
[R307-401-8]

DAQE-AN112340015-24
Page 13

II.B.3.i The owner/operator shall not emit more than the following rates and concentrations from the
Asphalt Plant Baghouse:

Pollutant grains/dscf lb/hr

Filterable PM10 0.015 0.52

Filterable PM2.5 0.015 0.12

The owner/operator shall also test for condensable PM; however, the condensable particulate
emissions shall not be used for compliance demonstration, but shall be used for inventory
purposes.

[R307-401-8]

II.B.3.i.1 Initial Test
The owner/operator shall conduct an initial stack test on the emission unit within 180 days after
startup of the emission unit. [R307-165-2]

II.B.3.i.2 Test Frequency
The owner/operator shall conduct a stack test on the emission unit within three (3) years after the
date of the most recent stack test of the emission unit. The Director may require the
owner/operator to perform a stack test at any time. [R307-165-2, R307-401-8]

II.B.3.j The owner/operator shall conduct any stack testing required by this AO according to the
following conditions. [R307-401-8]

II.B.3.j.1 Notification
At least 30 days prior to conducting a stack test, the owner/operator shall submit a source test
protocol to the Director. The source test protocol shall include the items contained in
R307-165-3. If directed by the Director, the owner/operator shall attend a pretest conference.
[R307-165-3, R307-401-8]

II.B.3.j.2 Testing and Test Conditions
The owner/operator shall conduct testing according to the approved source test protocol and
according to the test conditions contained in R307-165-4. [R307-165-4, R307-401-8]

II.B.3.j.3 Access
The owner/operator shall provide Occupational Safety and Health Administration (OSHA)- or
Mine Safety and Health Administration (MSHA)-approved access to the test location.
[R307-401-8]

II.B.3.j.4 Reporting
No later than 60 days after completing a stack test, the owner/operator shall submit a written
report of the results from the stack testing to the Director. The report shall include validated
results and supporting information. [R307-165-5, R307-401-8]

II.B.3.j.5 Possible Rejection of Test Results
The Director may reject stack testing results if the test did not follow the approved source test
protocol or for a reason specified in R307-165-6. [R307-165-6, R307-401-8]

II.B.3.k Test Methods
When performing stack testing, the owner/operator shall use the appropriate EPA-approved test
methods as acceptable to the Director. Acceptable test methods for pollutants are listed below.
[R307-401-8]

DAQE-AN112340015-24
Page 14

II.B.3.k.1 Standard Conditions

A. Temperature - 68 degrees Fahrenheit (293 K).

B. Pressure - 29.92 in Hg (101.3 kPa).

C. Averaging Time - As specified in the applicable test method.

[40 CFR 60 Subpart A, 40 CFR 63 Subpart A, R307-401-8]

II.B.3.k.2 Filterable PM10
40 CFR 60, Appendix A, Method 5; 40 CFR 51, Appendix M, Method 201; Method 201A; or
other EPA-approved testing method as acceptable to the Director. If other approved testing
methods are used which cannot measure the PM10 fraction of the filterable particulate emissions,
all of the filterable particulate emissions shall be considered PM10. [R307-401-8]

II.B.3.k.3 Filterable PM2.5
40 CFR 60, Appendix A, Method 5; 40 CFR 51, Appendix M, Method 201A, or other
EPA-approved testing method as acceptable to the Director. If other approved testing methods
are used which cannot measure the PM2.5 fraction of the filterable particulate emissions, all of the
filterable particulate emissions shall be considered PM2.5. [R307-401-8]

II.B.3.k.4 Condensable PM
40 CFR 51, Appendix M, Method 202, or other EPA-approved testing method as acceptable to
the Director. [R307-401-8]

II.B.4 Fuel Tank Requirements
II.B.4.a The owner/operator shall load the diesel and gasoline fuel tanks on site by the use of submerged
loading. [R307-401-8]

II.B.5 Aggregate Processing Equipment Requirements:
II.B.5.a The owner/operator shall install water sprays on all crushers, all screens, all conveyor transfer
points, and all conveyor drop points to control emissions. Sprays shall operate as required to
ensure the opacity limits in this AO are not exceeded. [R307-401-8]

II.B.5.b The owner/operator shall perform monthly periodic inspections to check that water is flowing to
discharge spray nozzles associated with each crusher, screen, and conveyor. If the
owner/operator finds that water is not flowing properly during an inspection of the water spray
nozzles, the owner/operator shall initiate corrective action within 24 hours and complete
corrective action as expediently as practical. [40 CFR 60 Subpart OOO, R307-401-8]

II.B.5.b.1 Records of the water sprays inspections shall be kept and maintained in a logbook for all periods
when the plant is in operation. The records shall include the following items:

A. Date the inspections were made.

B. Any corrective actions taken.

C. Control mechanism used if sprays are not operating.

[40 CFR 60 Subpart OOO, R307-401-8]

II.B.5.c The owner/operator shall conduct an initial performance test for all crushers, screens, and
conveyor transfer points on site within 60 days after achieving maximum production rate but not
later than 180 days after initial startup. Performance tests shall meet the limitations specified in
Table 3 of Subpart OOO. Records of initial performance tests shall be kept and maintained on
site for the lifetime of the equipment. [40 CFR 60 Subpart OOO, R307-401-8]

DAQE-AN112340015-24
Page 15

II.B.5.c.1 Initial performance tests for fugitive emission limits shall be conducted according to 40 CFR
60.675(c). The owner/operator may use methods and procedures specified in 40 CFR 60.675(e)
an alternative. [40 CFR 60 Subpart OOO, R307-401-8]

II.B.5.c.2 The owner/operator shall submit written reports of the results of all performance tests conducted
to demonstrate compliance with 40 CFR 60.672 to the Director, attn.: Compliance Section. The
submission shall be postmarked no later than 180 days from the date of this AO or no later than
180 days from equipment start-up, whichever is later. [40 CFR 60 Subpart OOO, R307-401-8]

PERMIT HISTORY

This Approval Order shall supersede (if a modification) or will be based on the following documents:

Supersedes AO DAQE-AN112340013-17 dated January 18, 2017
Is Derived From NOI dated May 22, 2024

DAQE-AN112340015-24
Page 16

ACRONYMS

The following lists commonly used acronyms and associated translations as they apply to this document:

40 CFR Title 40 of the Code of Federal Regulations
AO Approval Order
BACT Best Available Control Technology
CAA Clean Air Act
CAAA Clean Air Act Amendments
CDS Classification Data System (used by Environmental Protection Agency to classify
sources by size/type)
CEM Continuous emissions monitor
CEMS Continuous emissions monitoring system
CFR Code of Federal Regulations
CMS Continuous monitoring system
CO Carbon monoxide
CO2 Carbon Dioxide
CO2e Carbon Dioxide Equivalent - Title 40 of the Code of Federal Regulations Part 98,
Subpart A, Table A-1
COM Continuous opacity monitor
DAQ/UDAQ Division of Air Quality
DAQE This is a document tracking code for internal Division of Air Quality use
EPA Environmental Protection Agency
FDCP Fugitive dust control plan
GHG Greenhouse Gas(es) - Title 40 of the Code of Federal Regulations 52.21 (b)(49)(i)
GWP Global Warming Potential - Title 40 of the Code of Federal Regulations Part 86.1818-
12(a)
HAP or HAPs Hazardous air pollutant(s)
ITA Intent to Approve
LB/YR Pounds per year
MACT Maximum Achievable Control Technology
MMBTU Million British Thermal Units
NAA Nonattainment Area
NAAQS National Ambient Air Quality Standards
NESHAP National Emission Standards for Hazardous Air Pollutants
NOI Notice of Intent
NOx Oxides of nitrogen
NSPS New Source Performance Standard
NSR New Source Review
PM10 Particulate matter less than 10 microns in size
PM2.5 Particulate matter less than 2.5 microns in size
PSD Prevention of Significant Deterioration
PTE Potential to Emit
R307 Rules Series 307
R307-401 Rules Series 307 - Section 401
SO2 Sulfur dioxide
Title IV Title IV of the Clean Air Act
Title V Title V of the Clean Air Act
TPY Tons per year
UAC Utah Administrative Code
VOC Volatile organic compounds

DAQE-

RN112340015
July 15, 2024

Chris Rose
Staker & Parson Companies
89 West 13490 South, Suite 100
Draper, UT 84020
[e-mail]

Dear Chris Rose,

Re: Engineer Review - Administrative Amendment:
Administrative Amendment to Approval Order DAQE-AN112340013-17 to Replace One (1) Hot
Mix Asphalt Plant and Associated Equipment and Update PTE under R307-401-12
Project Number: N112340015

The DAQ requests a company representative review and sign the attached Engineer Review (ER). This
ER identifies all applicable elements of the New Source Review (NSR) permitting program. Staker &
Parson Companies should complete this review within 10 business days of receipt.

Staker & Parson Companies should contact Christine Bodell at [phone] if there are questions or
concerns with the review of the draft permit conditions. Upon resolution of your concerns, please email
Christine Bodell at [e-mail] the signed cover letter. Upon receipt of the signed cover letter,
the DAQ will prepare an Approval Order (AO) for signature by the DAQ Director.

If Staker & Parson Companies does not respond to this letter within 10 business days, the project will
move forward without source concurrence. If Staker & Parson Companies has concerns that cannot be
resolved and the project becomes stagnant, the DAQ Director may issue an Order prohibiting
construction.

Approval Signature _____________________________________________________________
(Signature & Date)

195 North 1950 West • Salt Lake City, UT
Mailing Address: P.O. Box 144820 • Salt Lake City, UT 84114-4820
Telephone [phone] • Fax [phone] • T.D.D. [phone]
www.deq.utah.gov
Printed on 100% recycled paper
Department of
Environmental Quality

Kimberly D. Shelley Executive Director

DIVISION OF AIR QUALITY
Bryce C. Bird Director

State of Utah

SPENCER J. COX
Governor

DEIDRE HENDERSON
Lieutenant Governor

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 1
UTAH DIVISION OF AIR QUALITY
ENGINEER REVIEW

SOURCE INFORMATION

Project Number N112340015
Owner Name Staker & Parson Companies
Mailing Address 89 West 13490 South, Suite 100
Draper, UT, 84020

Source Name Staker & Parson Companies - Point of the Mountain Facility
Source Location 3.5 Miles South of Bluffdale Exit 291
Bluffdale, UT

UTM Projection 422,685 m Easting, 4,478,262 m Northing
UTM Datum NAD83
UTM Zone UTM Zone 12
SIC Code 1442 (Construction Sand & Gravel)

Source Contact Chris Rose
Phone Number [phone]
Email [e-mail]

Billing Contact Chris Rose
Phone Number [phone]
Email [e-mail]

Project Engineer Christine Bodell, Engineer
Phone Number [phone]
Email [e-mail]

Notice of Intent (NOI) Submitted May 22, 2024
Date of Accepted Application May 30, 2024

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 2
SOURCE DESCRIPTION

General Description
Staker & Parson Companies (Staker) owns and operates the Point of the Mountain (POM) facility
in Salt Lake and Utah County. The POM facility consists of three (3) operations. The Point East
operation produces crushed aggregate and asphalt, the Point South operation produces concrete,
and the Point West operation produces crushed aggregate and concrete.

NSR Classification:
Administrative Amendment

Source Classification
Located in Southern Wasatch Front O3 NAA, Northern Wasatch Front O3 NAA, Salt Lake City
UT PM2.5 NAA, Salt Lake County SO2 NAA, Provo UT PM2.5 NAA
Salt Lake County
Airs Source Size: SM

Applicable Federal Standards
NSPS (Part 60), A: General Provisions
NSPS (Part 60), Dc: Standards of Performance for Small Industrial-Commercial-Institutional
Steam Generating Units
NSPS (Part 60), I: Standards of Performance for Hot Mix Asphalt Facilities
NSPS (Part 60), OOO: Standards of Performance for Nonmetallic Mineral Processing Plants
MACT (Part 63), A: General Provisions
MACT (Part 63), CCCCCC: National Emission Standards for Hazardous Air Pollutants for
Source Category: Gasoline Dispensing Facilities
Title V (Part 70) Area Source

Project Proposal
Administrative Amendment to Approval Order DAQE-AN112340013-17 to Replace One (1) Hot
Mix Asphalt Plant and Associated Equipment and Update PTE under R307-401-12

Project Description
Staker & Parson Companies (Staker) has requested the following changes:

1. Replace and relocate one (1) drum mix asphalt plant and associated baghouse (currently listed
as Equipment II.A.19 and II.A.20 in Approval Order DAQE-ANl12340013-17)
2. Increase the number of asphalt cement storage tanks (Equipment II.A.23 in the 2017 AO) from
three (3) to six (6)
3. Replace four (4) uncontrolled asphalt storage silos (Equipment II.A.24 in the 2017 AO) with
six (6) new blue smoke-controlled asphalt storage silos
4. Add one (1) hot oil heater rated at 2.8 MMBtu/hr
5. Add two (2) 12,000-gallon diesel fuel storage tanks
6. Replace one (1) 900-gallon gasoline fuel storage tank (Equipment II.A.28 in the 2017 AO)
with one (1) 2,000-gallon gasoline fuel storage tank.
7. Remove three (3) diesel generators (currently listed as Equipment II.A.13 and II.A.14 in
Approval Order DAQE-ANl12340013-17)
8. Remove one (1) fuel oil-fired, 7 MMBtu/hr boiler ((Equipment II.A.29 in the 2017 AO)
9. Remove all used fuel-oil related conditions, as the facility is discontinuing use of used fuel-oil

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 3
Additionally, Staker has requested that a calculation error in the 2017 AO regarding the Potential
to Emit (PTE) be corrected. The application for the current 2017 AO was evaluated in 2016 and
contained several errors. In the 2016 application, emissions from hot mix asphalt (HMA)
operations were estimated using only emission from the drum mixer, and did not take into
consideration emissions from the HMA silos, cement storage tanks, hot oil system, asphalt load
out, lime silos, etc. Additionally, no emissions were calculated for the 7 MMBtu/hr Kemco
diesel-fired boiler, nor the gasoline and diesel fuel storage tanks. Staker has elected to remedy
this oversight by re-evaluating the site wide PTEs. Had the 2016 emission estimates been done
correctly and accounted for all the emission units, all actual PTEs would be decreasing.
Additionally, the new HMA plant will only be permitted to operate on natural gas. The current
HMA is permitted to run on fuel oil and used oil in addition to natural gas. Limiting the fuel type
to natural gas, which burns cleaner, contributes to a decrease in all PTEs.

This project meets the requirements of UAC R307-401-12 Reduction in Air Pollutants and does
not require a public comment period.

EMISSION IMPACT ANALYSIS
This is an administrative amendment under R307-401-12. No actual emissions are increasing at this time.
Therefore, modeling is not required. [Last updated June 5, 2024]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 4
SUMMARY OF EMISSIONS

The emissions listed below are an estimate of the total potential emissions from the source. Some
rounding of emissions is possible.

Criteria Pollutant Change (TPY) Total (TPY)
CO2 Equivalent -7956.00 21761.00
Carbon Monoxide -40.16 33.32
Nitrogen Oxides -64.47 9.92
Particulate Matter - PM10 -0.60 112.80
Particulate Matter - PM2.5 -12.13 26.13
Sulfur Dioxide -24.90 1.39
Volatile Organic Compounds -3.88 17.22

Hazardous Air Pollutant Change (lbs/yr) Total (lbs/yr)
Benzene (Including Benzene From Gasoline) (CAS #71432) 0 318
Ethyl Benzene (CAS #100414) -2336 204
Formaldehyde (CAS #50000) -16 2524
Generic HAPs (CAS #GHAPS) 12 350
Hexane (CAS #110543) -246 920
PAH, Total (CAS #234) 0 282
Toluene (CAS #108883) -108 132
Change (TPY) Total (TPY)
Total HAPs -1.04 2.37

Note: Change in emissions indicates the difference between previous AO and proposed modification.

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 5
Review of BACT for New/Modified Emission Units

1. BACT review regarding New Hot Mix Asphalt Plant and Equipment
This is an administrative amendment under R307-401-12. No actual emissions are increasing at
this time. Therefore, a BACT analysis is not required. [Last updated May 28, 2024]

SECTION I: GENERAL PROVISIONS

The intent is to issue an air quality AO authorizing the project with the following recommended
conditions and that failure to comply with any of the conditions may constitute a violation of the
AO. (New or Modified conditions are indicated as “New” in the Outline Label):

I.1 All definitions, terms, abbreviations, and references used in this AO conform to those used in
the UAC R307 and 40 CFR. Unless noted otherwise, references cited in these AO conditions
refer to those rules. [R307-101]

I.2 The limits set forth in this AO shall not be exceeded without prior approval. [R307-401]

I.3 Modifications to the equipment or processes approved by this AO that could affect the
emissions covered by this AO must be reviewed and approved. [R307-401-1]

I.4 All records referenced in this AO or in other applicable rules, which are required to be kept by
the owner/operator, shall be made available to the Director or Director's representative upon
request, and the records shall include the two-year period prior to the date of the request.
Unless otherwise specified in this AO or in other applicable state and federal rules, records
shall be kept for a minimum of two (2) years. [R307-401-8]

I.5 At all times, including periods of startup, shutdown, and malfunction, owners and operators
shall, to the extent practicable, maintain and operate any equipment approved under this AO,
including associated air pollution control equipment, in a manner consistent with good air
pollution control practice for minimizing emissions. Determination of whether acceptable
operating and maintenance procedures are being used will be based on information available
to the Director which may include, but is not limited to, monitoring results, opacity
observations, review of operating and maintenance procedures, and inspection of the source.
All maintenance performed on equipment authorized by this AO shall be recorded. [R307-
401-4]

I.6 The owner/operator shall comply with UAC R307-107. General Requirements: Breakdowns.
[R307-107]

I.7 The owner/operator shall comply with UAC R307-150 Series. Emission Inventories. [R307-
150]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 6
I.8 The owner/operator shall submit documentation of the status of construction or modification
to the Director within 18 months from the date of this AO. This AO may become invalid if
construction is not commenced within 18 months from the date of this AO or if construction is
discontinued for 18 months or more. To ensure proper credit when notifying the Director,
send the documentation to the Director, attn.: NSR Section. [R307-401-18]

SECTION II: PERMITTED EQUIPMENT
The intent is to issue an air quality AO authorizing the project with the following recommended
conditions and that failure to comply with any of the conditions may constitute a violation of the
AO. (New or Modified conditions are indicated as “New” in the Outline Label):

II.A THE APPROVED EQUIPMENT

II.A.1 Point of the Mountain Facility

II.A.2 Aggregate Processing

II.A.3 Seventeen (17) Screens
Capacity: 700 tph (each)
NSPS Applicability: Subpart OOO

II.A.4 Two (2) Screens
Capacity: 500 tph (each)
NSPS Applicability: Subpart OOO

II.A.5 Two (2) Screens
Capacity: 300 tph (each)
NSPS Applicability: Subpart OOO

II.A.6 Four (4) VSI Crushers
Capacity: 700 tph (each)
NSPS Applicability: Subpart OOO

II.A.7 One (1) VSI Crusher
Capacity: 300 tph
NSPS Applicability: Subpart OOO

II.A.8 Two (2) Cone Crushers
Capacity: 700 tph (each)
NSPS Applicability: Subpart OOO

II.A.9 Two (2) Cone Crushers
Capacity: 500 tph (each)
NSPS Applicability: Subpart OOO

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 7
II.A.10 One (1) Cone Crusher
Capacity: 300 tph
NSPS Applicability: Subpart OOO

II.A.11 Two (2) Jaw Crushers
Capacity: 700 tph and 500 tph
NSPS Applicability: Subpart OOO

II.A.12 One (1) Jaw Crusher
Capacity: 500 tph
NSPS Applicability: Subpart OOO

II.A.13 Wet Aggregate Processing
Screens and material washing screws
*Listed for information purposes only*

II.A.14 Two (2) 12-yard Concrete Central Mix Plants
Equipped with handling bins and weigh Batchers

II.A.15 Eight (8) Cement/Flyash silos
Equipped with dust collectors
NSPS Applicability: Subpart I

II.A.16 Two (2) Water Heaters
Rating: 10 MMBtu (each)
Fuel: Natural Gas
NSPS Applicability: Subpart Dc

II.A.17 One (1) Drum Mix Asphalt Plant (New)
Drum Rated Capacity: 500 tph
Drum Burner Rating: 150 MMBtu/hr
Burner Fuel: Natural Gas
Control: Baghouse
NSPS Applicability: Subpart I
MACT Applicability: None

II.A.18 One (1) Lime Silo
Equipped with a dust collector
NSPS Applicability: Subpart I

II.A.19 One (1) Pugmill

II.A.20 Six (6) Asphalt Cement Tanks (3 New)
Capacity: 30,000 gallons (each)
NSPS Applicability: Subpart I

II.A.21 Six (6) Asphalt Storage Silos (New)
Capacity: 500 tons (each)
NSPS Applicability: Subpart I

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 8
II.A.22 Various Cold Feed Bins
NSPS Applicability: Subpart I

II.A.23 Various RAP Feed Bins
NSPS Applicability: Subpart I

II.A.24 Two (2) 10,000 Gallon Diesel Fuel Tanks

II.A.25
NEW
Two (2) 12,000 Gallon Diesel Fuel Tank (New)

II.A.26 One (1) 2,000 Gallon Gasoline Fuel Tank (New)

II.A.27 Associated Equipment
Includes: Front-end Loaders, Bulldozers, Conveyors, Feeders, etc.

II.A.28 Hot Oil Heater
Capacity: 2.8 MMBtu/hr
Fuel: Natural Gas

SECTION II: SPECIAL PROVISIONS
The intent is to issue an air quality AO authorizing the project with the following recommended
conditions and that failure to comply with any of the conditions may constitute a violation of the
AO. (New or Modified conditions are indicated as “New” in the Outline Label):

II.B REQUIREMENTS AND LIMITATIONS

II.B.1 Site-Wide Requirements
II.B.1.a The owner/operator shall not produce more than the following:

A. 7,800,000 tons of aggregate material per rolling 12-month period

B. 800,000 tons of hot mix asphalt per rolling 12-month period

C. 1,075,000 cubic yards of concrete per rolling 12-month period.

[R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 9
II.B.1.a.1 The owner/operator shall:

A. Determine production by scale house records, belt scale records or manifest
statements

B. Record production on a daily basis

C. Use the production data to calculate a new rolling 12-month total by the 20th day
of each month using data from the previous 12 months

D. Keep the production records for all periods the plant is in operation.

[R307-401-8]

II.B.1.b
NEW
The owner/operator shall not conduct bulldozing operations for more than 4,500 hours total
per rolling 12-month period. [R307-401-8]

II.B.1.b.1
NEW
The owner/operator shall:

A. Determine hours of operation by monitoring and maintaining an operations log.
The hours of operation of each bulldozer shall be added together to determine the
total hours of bulldozing.

B. Record hours of operation each day

C. Use the hours of operation to calculate a new rolling 12-month total by the 20th day
of each month using data from the previous 12 months

D. Keep hours of operation records for all periods the plant is in operation.

[R307-401-8]

II.B.1.c
NEW
Unless otherwise specified in this AO, the owner/operator shall not allow visible emissions to
exceed the following limits:

A. Crushers - 12% opacity

B. Screens - 7% opacity

C. All Conveyor Transfer Points - 7% opacity

D. Concrete Batch Plants - 7% opacity,

E. All Conveyor Drop Points - 20% opacity

F. Hot Oil Heater, Dryer, Conveyors, Silos, Tanks, and Load Out Areas
Associated with the Hot Mix Asphalt Plant - 10% opacity

G. All Other Points - 20% opacity

[40 CFR 60 Subpart OOO, R307-312, R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 10
II.B.1.c.1 Opacity observations of visible emissions from stationary sources shall be conducted
according to 40 CFR 60, Appendix A, Method 9. [40 CFR 60 Subpart OOO, R307-401-8]

II.B.1.d
NEW
The owner/operator shall only use natural gas as fuel in the 150 MMBtu/hr asphalt plant drum
mixer burner and in the asphalt plant 2.8 MMBtu/hr hot oil heater. [R307-401-8]

II.B.2 Haul Roads and Fugitive Dust Requirements
II.B.2.a
NEW
The owner/operator shall not allow visible emissions from haul roads and fugitive dust
sources on site to exceed 20% opacity on site and 10% opacity at the property boundary.
[R307-309-5, R307-401-8]

II.B.2.a.1 Opacity observations of fugitive dust from intermittent sources shall be conducted according
to 40 CFR 60, Appendix A, Method 9; however, the requirement for observations to be made
at 15-second intervals over a six-minute period shall not apply. The number of observations
and the time period shall be determined by the length of the intermittent source. For fugitive
dust generated by mobile sources, visible emissions shall be measured at the densest point of
the plume but at a point not less than one-half vehicle length behind the vehicle and not less
than one-half the height of the vehicle. [R307-401-8]

II.B.2.b
NEW
The owner/operator shall control particulate emissions from storage piles, exposed areas, and
other fugitive dust sources using water application. The owner/operator shall apply water as
required to ensure the opacity limits in this AO are not exceeded. [R307-401-8]

II.B.2.b.1
NEW
Records of treatments to the storage piles, exposed areas, and other fugitive dust sources shall
include:

A. The date, time, and location of applications.

B. The volume of water applied.

[R307-401-8]

II.B.2.c
NEW
The owner/operator shall not exceed the following:

A. 44 acres combined occupied by all storage piles on site

B. 31 acres combined occupied by all disturbed area on site

[R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 11
II.B.2.c.1
NEW
To determine compliance with the above limits, the owner/operator shall measure the total
area of the storage piles and/or disturbed areas at least once every twelve (12) months and
shall maintain a record of the total acres of the storage piles and/or disturbed areas.
Compliance shall be determined through GPS measurements or aerial photographs. The area
of each storage pile and/or disturbed areas shall be added together to obtain the total area of all
the storage piles and disturbed areas on site. Records of the total acres of the storage piles
and/or disturbed areas shall contain the following:

A. Date of measurements

B. Size of each storage pile on site and each disturbed area on site

C. Total acres of all storage piles combined and all disturbed areas combined.

[R307-401-8]

II.B.2.d
NEW
The owner/operator:

A. Shall not have more than 29,700 feet (5.6 miles) of total haul roads
(including paved and unpaved haul roads) on site

B. Shall not pave less than 9,000 feet (1.7 miles) of haul roads on site

[R307-401-8]

II.B.2.d.1
NEW
To determine compliance with the above limits, the owner/operator shall measure the paved
and unpaved haul road lengths at least once every twelve (12) months and shall maintain a
record of the lengths of the paved and unpaved haul roads. Compliance shall be determined
through GPS measurements or aerial photographs. [R307-401-8]

II.B.2.e An operational vacuum sweeper and water truck shall be made available during each
operating day. The owner/operator shall vacuum sweep and flush with water all the paved
haul roads on site to maintain opacity limits listed in this AO. If the temperature is below
freezing, the owner/operator shall continue to vacuum sweep the road but may stop flushing
the paved haul roads with water. Flushing the paved haul road with water shall resume when
the temperature is above freezing. If the haul roads are covered with snow or ice, the
owner/operator may stop vacuum sweeping the paved haul roads. Vacuum sweeping the
paved haul roads shall resume when the haul roads are cleared from snow and ice. [R307-401-
8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 12
II.B.2.e.1 Records of vacuum sweeping and water application shall be kept for all periods when the
plant is in operation. The records shall include the following items:

A. Date and time treatments were made

B. Number of treatments made and quantity of water applied

C. Rainfall amount received, if any

D. Records of temperature, if the temperature is below freezing

E. Records shall note if the paved haul roads are covered with snow or ice.

[R307-401-8]

II.B.2.f The owner/operator shall cover all unpaved haul roads and wheeled-vehicle operational areas
with road base material, and an operational water truck shall be made available during each
operating day. The owner/operator shall use chemical suppressant and water application to
maintain opacity limits listed in this AO. If the temperature is below freezing, the
owner/operator may stop applying chemical suppressant and water to the unpaved haul roads
and wheeled-vehicle operational areas. The owner/operator shall resume applying chemical
suppressant and water to the unpaved haul roads and wheeled-vehicle operational areas when
the temperature is above freezing. [R307-401-8]

II.B.2.f.1 Records of chemical suppressant and water application shall be kept for all periods when the
plant is in operation. The records shall include the following items:

A. Date and time treatments were made

B. Number of treatments made, quantity of water applied, and chemical dilution ratio
used

C. Rainfall amount received, if any

D. Records of temperature, if the temperature is below freezing.

[R307-401-8]

II.B.2.g The owner/operator shall comply with a fugitive dust control plan (FDCP) consistent with
R307-309-6. [R307-309-6]

II.B.2.h The owner/operator shall comply with all applicable requirements of R307-309 for Fugitive
Emission and Fugitive Dust sources on site. [R307-309]

II.B.2.i The owner/operator shall not exceed a haul road speed limit of 15 miles per hour. The haul
road speed shall be posted, at a minimum, on site at the beginning of the haul road so that it is
clearly visible from the haul road. [R307-401-8]

II.B.3 Hot Mix Asphalt Plant Requirements

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 13
II.B.3.a
NEW
The owner or operator shall install emission capture and control systems in compliance with
UAC R307-313 (VOC and Blue Smoke Controls for Hot Mix Asphalt Plants) that capture and
reduce blue smoke emissions from the dryer, conveyors, silos, and load out areas associated
with the hot mix asphalt plant. [R307-313, R307-401-8]

II.B.3.b
NEW
The owner or operator shall operate emission capture and control systems in compliance with
UAC R307-313 (VOC and Blue Smoke Controls for Hot Mix Asphalt Plants) at all times
during the production of asphalt products. [R307-313, R307-401-8]

II.B.3.c The owner/operator shall install a fabric filter on each storage silo associated with the hot mix
asphalt plant to control particulate emissions generated during the filling of the silos.
Displaced air from each silo shall pass through a fabric filter before being vented to the
atmosphere. [R307-401-8]

II.B.3.d The HMAP baghouse shall control process streams from the asphalt plant drum mixer. This
baghouse shall be sized to handle at least 75,000 acfm for the existing conditions. All exhaust
air from the HMAP drum mixer shall be routed through the baghouse before being vented to
the atmosphere. [R307-401-8]

II.B.3.e
NEW
The owner/operator shall install a baghouse on the HMAP with a control efficiency of no less
than 99.9%. [R307-401-8]

II.B.3.e.1
NEW
To demonstrate compliance with the above condition, the owner/operator shall maintain
records of the manufacturer's control efficiency guarantee for the installed baghouse. [R307-
401-8]

II.B.3.f The owner/operator shall install a manometer or magnehelic pressure gauge to measure the
static pressure drop across the hot mix asphalt plant baghouse. [R307-401-8]

II.B.3.f.1 The pressure gauge shall be located such that an inspector/operator can safely read the
indicator at any time. [R307-401-8]

II.B.3.f.2
NEW
The pressure gauge shall measure the static pressure differential in 1-inch water column
increments or less. [R307-401-8]

II.B.3.g
NEW
During operation of the baghouse, the owner/operator shall maintain the static pressure
differential across the baghouse between 3 and 7 inches of water column. [R307-401-8]

II.B.3.g.1
NEW
The owner/operator shall maintain the following records of the static pressure differential:

A. Unit identification;

B. Weekly static pressure differential readings;

C. Date of reading.

[R307-401-8]

II.B.3.h At least once every 12 months, the owner/operator shall calibrate the pressure gauges in
accordance with the manufacturer's instructions or replace the gauges. [R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 14
II.B.3.h.1 The owner/operator shall maintain records of the pressure gauge calibrations and
replacements. [R307-401-8]

II.B.3.i
NEW
The owner/operator shall not emit more than the following rates and concentrations from the
Asphalt Plant Baghouse:

Pollutant grains/dscf lb/hr

Filterable PM10 0.015 0.52

Filterable PM2.5 0.015 0.12

The owner/operator shall also test for condensable PM; however, the condensable particulate
emissions shall not be used for compliance demonstration, but shall be used for inventory
purposes.

[R307-401-8]

II.B.3.i.1 Initial Test
The owner/operator shall conduct an initial stack test on the emission unit within 180 days
after startup of the emission unit. [R307-165-2]

II.B.3.i.2 Test Frequency
The owner/operator shall conduct a stack test on the emission unit within three (3) years after
the date of the most recent stack test of the emission unit. The Director may require the
owner/operator to perform a stack test at any time. [R307-165-2, R307-401-8]

II.B.3.j
NEW
The owner/operator shall conduct any stack testing required by this AO according to the
following conditions. [R307-401-8]

II.B.3.j.1 Notification
At least 30 days prior to conducting a stack test, the owner/operator shall submit a source test
protocol to the Director. The source test protocol shall include the items contained in
R307-165-3. If directed by the Director, the owner/operator shall attend a pretest conference.
[R307-165-3, R307-401-8]

II.B.3.j.2 Testing & Test Conditions
The owner/operator shall conduct testing according to the approved source test protocol and
according to the test conditions contained in R307-165-4. [R307-165-4, R307-401-8]

II.B.3.j.3 Access
The owner/operator shall provide Occupational Safety and Health Administration (OSHA)- or
Mine Safety and Health Administration (MSHA)-approved access to the test location.
[R307-401-8]

II.B.3.j.4 Reporting
No later than 60 days after completing a stack test, the owner/operator shall submit a written
report of the results from the stack testing to the Director. The report shall include validated
results and supporting information. [R307-165-5, R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 15
II.B.3.j.5 Possible Rejection of Test Results
The Director may reject stack testing results if the test did not follow the approved source test
protocol or for a reason specified in R307-165-6. [R307-165-6, R307-401-8]

II.B.3.k
NEW
Test Methods
When performing stack testing, the owner/operator shall use the appropriate EPA-approved
test methods as acceptable to the Director. Acceptable test methods for pollutants are listed
below. [R307-401-8]

II.B.3.k.1
NEW
Standard Conditions

A. Temperature - 68 degrees Fahrenheit (293 K)

B. Pressure - 29.92 in Hg (101.3 kPa)

C. Averaging Time - As specified in the applicable test method

[40 CFR 60 Subpart A, 40 CFR 63 Subpart A, R307-401-8]

II.B.3.k.2 Filterable PM10
40 CFR 60, Appendix A, Method 5; 40 CFR 51, Appendix M, Method 201; Method 201A; or
other EPA-approved testing method as acceptable to the Director. If other approved testing
methods are used which cannot measure the PM10 fraction of the filterable particulate
emissions, all of the filterable particulate emissions shall be considered PM10. [R307-401-8]

II.B.3.k.3 Filterable PM2.5
40 CFR 60, Appendix A, Method 5; 40 CFR 51, Appendix M, Method 201A or other EPA-
approved testing method as acceptable to the Director. If other approved testing methods are
used which cannot measure the PM2.5 fraction of the filterable particulate emissions, all of the
filterable particulate emissions shall be considered PM2.5. [R307-401-8]

II.B.3.k.4 Condensable PM
40 CFR 51, Appendix M, Method 202 or other EPA-approved testing method as acceptable to
the Director. [R307-401-8]

II.B.4 Fuel Tank Requirements
II.B.4.a The owner/operator shall load the diesel and gasoline fuel tanks on site by the use of
submerged loading. [R307-401-8]

II.B.5 Aggregate Processing Equipment Requirements:
II.B.5.a The owner/operator shall install water sprays on all crushers, all screens, all conveyor transfer
points, and all conveyor drop points to control emissions. Sprays shall operate as required to
ensure the opacity limits in this AO are not exceeded. [R307-401-8]

II.B.5.b The owner/operator shall perform monthly periodic inspections to check that water is flowing
to discharge spray nozzles associated with each crusher, screen, and conveyor. If the
owner/operator finds that water is not flowing properly during an inspection of the water spray
nozzles, the owner/operator shall initiate corrective action within 24 hours and complete
corrective action as expediently as practical. [40 CFR 60 Subpart OOO, R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 16
II.B.5.b.1 Records of the water sprays inspections shall be kept and maintained in a logbook for all
periods when the plant is in operation. The records shall include the following items:

A. Date the inspections were made

B. Any corrective actions taken

C. Control mechanism used if sprays are not operating

[40 CFR 60 Subpart OOO, R307-401-8]

II.B.5.c The owner/operator shall conduct an initial performance test for all crushers, screens, and
conveyor transfer points on site within 60 days after achieving maximum production rate but
not later than 180 days after initial startup. Performance tests shall meet the limitations
specified in Table 3 of Subpart OOO. Records of initial performance tests shall be kept and
maintained on site for the lifetime of the equipment. [40 CFR 60 Subpart OOO, R307-401-8]

II.B.5.c.1 Initial performance tests for fugitive emission limits shall be conducted according to 40 CFR
60.675(c). The owner/operator may use methods and procedures specified in 40 CFR
60.675(e) an alternative. [40 CFR 60 Subpart OOO, R307-401-8]

II.B.5.c.2 The owner/operator shall submit written reports of the results of all performance tests
conducted to demonstrate compliance with 40 CFR 60.672 to the Director, attn.: Compliance
Section. The submission shall be postmarked no later than 180 days from the date of this AO
or no later than 180 days from equipment start-up, whichever is later. [40 CFR 60 Subpart
OOO, R307-401-8]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 17
PERMIT HISTORY

When issued, the approval order shall supersede (if a modification) or will be based on the
following documents:

Supersedes AO DAQE-AN112340013-17 dated January 18, 2017
Is Derived From NOI dated May 22, 2024

REVIEWER COMMENTS

1. Comment regarding Federal Subpart Applicability:
NSPS Subpart I
The hot mix asphalt plant is subject to 40 CFR 60, Subpart I (Standards of Performance for Hot Mix
Asphalt Facilities). The provisions of Subpart I are applicable to any facility used to manufacture hot
mix asphalt by heating and drying aggregate and mixing with asphalt cements. This subpart applies
to one (1) asphalt plant baghouse, one (1) hot mix asphalt drum mixer with burner, six (6) storage
silos, six (6) storage tanks, and one (1) hot oil heater.

NSPS Subpart Dc
NSPS Subpart Dc applies to owners and operators of steam generating units for which construction,
modification, or reconstruction is commenced after June 9, 1989 and that has a maximum design
heat input capacity of 100 million British thermal units per hour (MMBtu/hr) or less, but greater than
or equal to 10 MMBtu/hr. Steam generating unit means a device that combusts any fuel and
produces steam or heats water or heats any heat transfer medium. Staker has two (2) water heaters
(10 MMBtu/hr, each) that are subject to this subpart. Therefore, NSPS Subpart Dc applies to this
facility.

NSPS Subpart OOO
The Staker Aggregate Processing and HMA Plant is subject to 40 CFR 60, Subpart OOO (Standards
of Performance for Nonmetallic Mineral Processing Plants). The provisions of Subpart OOO applies
to each crusher, screening operation, and belt conveyor in fixed or portable nonmetallic mineral
processing plants manufactured after August 31 1983. The equipment in this AO is used to process
nonmetallic minerals according to 40 CFR 60.671; therefore, NSPS Subpart OOO applies to this
facility.

MACT Subpart CCCCCC
40 CFR 63 Subpart CCCCCC applies to owners and operators at gasoline dispensing facilities.
There is a gasoline storage tank on site. MACT Subpart CCCCCC will apply to this facility. [Last
updated May 30, 2024]

2. Comment regarding Title V Applicability:
Title V of the 1990 Clean Air Act (Title V) applies to the following:

1. Any major source
2. Any source subject to a standard, limitation, or other requirement under Section 111 of the Act,
Standards of Performance for New Stationary Sources;
3. Any source subject to a standard or other requirement under Section 112 of the Act, Hazardous
Air Pollutants.
4. Any Title IV affected source.

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 18
This facility is not a major source and is not a Title IV source. The facility is not subject to 40 CFR
61 (NESHAP)) regulations. This facility is subject to 40 CFR 60 (NSPS) Subparts A, I, Dc, and
OOO and 40 CFR 63 (MACT) Subpart CCCCCC. MACT Subpart CCCCCC exempts sources from
the obligation to obtain a Title V permit provided that the source is not required to obtain the permit
for any other reason NSPS Subpart Dc does not include this exemption. However, the facility is only
subject to record-keeping requirements under NSPS Subpart Dc, and is not subject to a standard or
limitation. NSPS Subparts I and OOO do not include either of the above exemptions. Therefore,
Title V applies to this facility as an area source.

There is no requirement for this source to apply for an initial Title V operating permit under current
UDAQ and EPA rules. The source will be charged applicable Title V fees and Title V funds may be
used for inventory and compliance inspections of this source. [Last updated June 5, 2024]

3. Comment regarding Source Emissions Estimates and DAQ Acceptance:
Hot Mix Asphalt Plant Drum Mix/Silo Loading/ Asphalt Storage Emissions
Estimates are based on 800,000 tons per year of asphalt production with a maximum rate of 500 tons
per hour. The fuel type is natural gas. Emissions were based on emission factors from AP-42 Section
11.1 for Hot Asphalt Mix Plants, including Table 11.1-3, Table 11.1-4, Table 11.1-7, Table 11.1-8,
Table 11.1-10, Table 11.1-12, Table 11.1-13, Table 11.1-14, Table 11.1-15, and Table 11.1-16.
Emissions from the asphalt cement tanks were calculated using the Barr Tank Emission Calculation
Spreadsheet (BTECS).

Aggregate Crushing, Screening and Transfer
Emissions for PM10 and PM2.5 were calculated using emission factors from AP-42 Section 11.19.2 in
Table 11.19.2-2 for Crushed Stone Processing and Pulverized Mineral Material. Wet suppression
was assumed as a control factor in the calculation with inherent moisture at 4%.

Haul Roads
Haul Road PM10 and PM2.5 emissions were calculated using emission factors from AP-42 Section
13.2.2 for Unpaved and Paved Roads. A control percentage of 85% was applied for chemical
suppression and watering on unpaved roads. A control percentage of 95% was applied for vacuum
sweeping, and water application on paved roads.

Loading/Dozing Operation
PM10 and PM2.5 emissions were estimated through AP-42 Section 11.9: Western Surface Mining
Tables -1 and -3. Overburden moisture and silt contents from AP-42 were used.

Lime Silo Loading/Unloading
Emission factors for transfer and conveying of lime were taken from AP-42, 11.17 Lime
Manufacturing, Table 11.17-4 Emission Factors for Lime Manufacturing Raw Material and Product
Processing and Handling

Concrete Batch Plant
Central ready-mix concrete plants have a maximum hourly capacity of 200 cubic yards of concrete
production per hour. POTM has two central ready-mix concrete plants, for a total of 400 cubic yards
of concrete production per hour. The site is limited to 1,075,000 cubic yards of concrete production
per rolling12-month. The hourly maximum production rate is used for calculating the worst-case
short-term emissions from the facility since the 400 cubic yards per hour maximum process
throughput is greater than the rolling 12-month limit divided by 8,760 hours per 12 months,
multiplied by the percentage of a cement component (e.g., aggregate, cement, supplement, etc.). The
annual maximum throughput was calculated by multiplying the 12-month rolling limit by the

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 19
percentage of a cement component. Cement component percentages were calculated based on the
composition of cement used in the emission factors listed in AP-42 11.12 Concrete Batching.

CO2e emissions were calculated through global warming potentials in 40 CFR 98 Subpart A Table
A-1, C-2 and C-3.

Storage Piles/Disturbed Area
Emissions from storage piles were based on emission factors for PM10 listed in AP-42 Section 8.19.1
Table -1: Storage Piles. PM10 and PM2.5 emissions for loading and unloading of the storage piles was
estimated with Equation 1 from Section 13.2.4.3. Wind erosion PM10 and PM2.5 emissions of the
disturbed area were estimated with using Table 11.9-4.
[Last updated June 28, 2024]

4. Comment regarding Reduction in Air Pollutants Under R307-401-12 Applicability:
The 2016 application for the current 2017 AO was based on the follow assumptions and/or errors:

- emissions from HMA operations were estimated only from the drum mixer. There were no
estimates from the HMA silos, cement storage tanks, hot oil system, asphalt load out, lime silos, etc.
- emissions from the 7 MMBtu/hr Kemco diesel boiler were missing from the total PTE
- emissions from the gasoline and diesel storage tanks were missing from the total PTE
- stock pile emissions were based on 37 acres, total
- disturbed area emissions based on 49.5 acres, total
- bulldozing hours based on 5,714 hours/year
- the total paved road was based on approximately 2,500 feet of length, and the total unpaved road
was based on approximately 4,200 ft of length.

The new proposed 2024 emission estimates include the following changes:
- the missing HMA emissions units are added to the emission estimates to correct the above error.
- three (3) additional asphalt cement storage tanks will be added (<0.001 tpy of VOCs)
- the four (4) existing HMA storage silos will be replaced with six (6) new ones, but these will have
a blue smoke control system that reduces VOCs by 50% (true VOC decrease)
- the 7 MMBtu/hr Kemco diesel boiler is being removed
- stock piles emissions based on 44 acres (+7 acres)
- disturbed area emissions based on 31 acres (-28.5 acres)
- bulldozing hours are based on 4,500 hours/year (-1,214 hours/year)
- three (3) large (>600 hp) diesel engine generators are being removed
- the total paved road is based on approximately 9,000 feet of length, and the total unpaved road is
based on approximately 20,700 ft of length.

Had the 2016 emission estimates been done correctly and accounted for all the emission units, all
actual emissions would be decreasing. The emissions increase due to the increased haul roads
lengths, stockpile area and addition of asphalt cement storage tanks, HMA storage silos, and fuel
tank are offset by the removal of the diesel-fired boiler and engines, reduction in bulldozing hours,
reduction in disturbed area, and addition of the blue smoke system. Additionally, the drum mixer
stack testing requirements in the 2017 AO has a limit of 4.64 lb/hr each of PM10 and PM2.5 (2016
calculations). Based on Staker's recent submission, the limits will be reduced to 0.52 lb/hr for PM10
and 0.12 lb/hr for PM2.5 to match their emission estimates. This will decrease PM10/PM2.5 emissions
substantially, despite the 100 ton/hour increase in the HMA drum mixer capacity from 400 tons/hr to
500 tons/hr.

The newly evaluated 2024 emission estimates are accurate. Because the 2016 emission estimates

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 20
were incorrect, the Summary of Emissions table on page 4 of this Engineering Review has been
adjusted accordingly. [Last updated June 28, 2024]

5. Comment regarding HMA plant relocation and PM10/PM2.5 Fugitive Emissions:
The relocation of the HMA plant will require longer paved and unpaved haul road lengths, which
results in an increase in PM10 and PM2.5 fugitive emissions. The location of the old HMA plant
required a site-wide paved road length of approximately 2,500 feet, and a site-wide unpaved road
length of approximately 4,200 feet. The new HMA plant will increase the paved haul toad length to
9,000 feet and the unpaved haul road length to 20,700 feet.

As mentioned in Comment 4 above, the increase in PM10 and PM2.5 emissions due to the increased
haul road lengths are offset by the removal of the diesel-fired boiler and engines, reduction in
bulldozing hours, and reduction in disturbed area.

The site-wide PTE of the facility is 112.80 tpy of PM10 (79.81 tpy fugitive) and 26.13 tpy PM2.5
(12.19 tpy fugitive). Because the facility is regulated under section 111 and 112 of the Clean Air
Act, the fugitive emissions shall not be included in determining whether it is a major stationary
source, under 40 CFR §52.21. Therefore, this is a minor source. [Last updated June 28, 2024]

Engineer Review N112340015: Staker & Parson Companies - Point of the Mountain Facility
July 15, 2024
Page 21
ACRONYMS
The following lists commonly used acronyms and associated translations as they apply to this
document:
40 CFR Title 40 of the Code of Federal Regulations
AO Approval Order
BACT Best Available Control Technology
CAA Clean Air Act
CAAA Clean Air Act Amendments
CDS Classification Data System (used by EPA to classify sources by size/type)
CEM Continuous emissions monitor
CEMS Continuous emissions monitoring system
CFR Code of Federal Regulations
CMS Continuous monitoring system
CO Carbon monoxide
CO2 Carbon Dioxide
CO2e Carbon Dioxide Equivalent - 40 CFR Part 98, Subpart A, Table A-1
COM Continuous opacity monitor
DAQ/UDAQ Division of Air Quality
DAQE This is a document tracking code for internal UDAQ use
EPA Environmental Protection Agency
FDCP Fugitive dust control plan
GHG Greenhouse Gas(es) - 40 CFR 52.21 (b)(49)(i)
GWP Global Warming Potential - 40 CFR Part 86.1818-12(a)
HAP or HAPs Hazardous air pollutant(s)
ITA Intent to Approve
LB/HR Pounds per hour
LB/YR Pounds per year
MACT Maximum Achievable Control Technology
MMBTU Million British Thermal Units
NAA Nonattainment Area
NAAQS National Ambient Air Quality Standards
NESHAP National Emission Standards for Hazardous Air Pollutants
NOI Notice of Intent
NOx Oxides of nitrogen
NSPS New Source Performance Standard
NSR New Source Review
PM10 Particulate matter less than 10 microns in size
PM2.5 Particulate matter less than 2.5 microns in size
PSD Prevention of Significant Deterioration
PTE Potential to Emit
R307 Rules Series 307
R307-401 Rules Series 307 - Section 401
SO2 Sulfur dioxide
Title IV Title IV of the Clean Air Act
Title V Title V of the Clean Air Act
TPY Tons per year
UAC Utah Administrative Code
VOC Volatile organic compounds

Form 5 Company: Staker ParsonEmissions Information Site/Source: Point of the Mountain
Criteria/GHGs/HAPsUtah Division of Air Quality 2/2024 Discussion points and updatesNew Source Review Section *=Adjusted to reflect units not included
in previous calcs
Pollutants
Permitted
Emissions
(tons/year)*
Emissions
Increases
(tons/year)
Proposed
Emissions
(tons/year)
Criteria Pollutants
PM10 113.40 -0.60 112.80
PM2.5 38.25 -12.13 26.13
NOx 74.39 -64.47 9.92
SO2 26.29 -24.90 1.39
CO 73.48 -40.16 33.32
VOC 21.10 -3.88 17.22
VOC Fugitive N/A N/A N/A
NH3 N/A N/A N/A
Greenhouse Gases Mass basis CO2e Mass basis CO2e Mass basis CO2e
Carbon dioxide (CO2)29,539 N/A 21,605
Methane (CH4)128 N/A 123
Nitrous oxide (N2O)50 N/A 33
Hydrofluorocarbons (HFCs)N/A N/A N/A
Perfluorocarbons (PFCs)N/A N/A N/A
Sulfur hexafluoride (SF6)N/A N/A N/A
Total 29,717 -7,956 21,761
Hazardous Air Pollutants [1]
2-Butanone 0.004 N/A 0.002
Benzene 0.174 N/A 0.159
Bromomethane 0.001 N/A 0.000
Carbon disulfide 0.001 N/A 0.001
Chloromethane 0.002 N/A 0.001
Cumene 0.002 N/A 0.002
Ethylbenzene 0.104 N/A 0.102
Formaldehyde 1.308 N/A 1.262
Hexane 0.463 N/A 0.460 2.364
Isooctane 0.016 N/A 0.016 0.175
Methyl chloroform 0.019 N/A 0.019
POM 0.001 N/A 0.000
Styrene 0.001 N/A 0.000
Toluene 0.075 N/A 0.066
m, p-Xylene 0.022 N/A 0.012
o-Xylene 0.006 N/A 0.003
Xylenes 0.083 N/A 0.080
Total PAH 0.261 N/A 0.141
Metals
Arsenic 0.001 N/A 0.001
Chromium 0.003 N/A 0.003
Lead 0.001 N/A 0.001
Manganese 0.008 N/A 0.007
Nickel 0.026 N/A 0.026
Phosphorus 0.001 N/A 0.001
Selenium 0.001 N/A 0.000
[1] HAP Emissions include corrections to previous calculation errors in Approval Orders.
Potential to Emit Criteria Pollutants and GHGs
Staker Parson | Point of the Mountain
Potential to Emit
Annual Controlled Emissions (tpy)
Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
Updated POTM Point Total 32.78 32.78 21,761 21,761 #REF!#REF!- - 9.92 9.92 2,884.47 32.99 660.35 13.94 1.39 1.39 18.09 15.65
Updated POTM Fugitive Total 0.54 0.54 0.11 0.11 0.03 0.03 - - - - 556.39 79.81 64.24 12.19 - - 1.56 1.56
Updated POTM Total 33.32 33.32 21,761 21,761 #REF!#REF!0.00 0.00 9.92 9.92 3,440.86 112.80 724.59 26.13 1.39 1.39 19.66 17.22
Major Source Thresholds (Point Sources Only) 1 100 0.06 100 100 70 100 100
Above Major Source Threshold?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?
Attainment Status
Modeling Thresholds (Point Sources Only)2 100 0.06 40 15 40
Modeling Required (Point Sources)? #NAME?#NAME?#NAME?#NAME?#NAME?
Modeling Thresholds (Fugitive Sources Only)2 5
Modeling Required (Fugitive Sources)? #NAME?
DAQE-AN112340013-17 Point Source PTE 71.24 21,972 3.27 69.91 43.66 37.54 10.40 14.53
DAQE-AN112340013-17 Fugitive Source PTE 68.97
POTM Facility Total 71.24 21,972 3.27 0.00 0.00 69.91 112.63 37.54 10.40 14.53
Additional Sources (not included in DAQE-AN112340013-17 PTE)2.24 7,745 0.23 0.00 4.48 0.77 0.71 15.89 6.57
Adjusted DAQE-AN1123400013-17 PTE 73.48 29,717 #REF!0.00 74.39 113.40 38.25 26.29 21.10
PTE Change -40.16 -7,956 #REF!0.00 -64.47 -0.60 -12.13 -24.90 -3.88
Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
Cone Crushers Point - - - - - - - - - - 10.76 2.42 1.61 0.45 - - - -
Dozer Fugitive - - - - - - - - - - 0.98 0.98 0.60 0.60 - - - -
Jaw Crushers Point - - - - - - - - - - 9.36 2.11 1.40 0.39 - - - -
Loader to Hopper Fugitive - - - - - - - - - - 0.06 0.06 0.01 0.01 - - - -
Truck Loading Fugitive - - - - - - - - - - 0.39 0.39 0.06 0.06 - - - -
VSI Crushers Point - - - - - - - - - - 10.76 2.42 1.61 0.45 - - - -
Conveyors Point - - - - - - - - - - 128.70 5.38 19.31 1.52 - - - -
VSI Screens Point - - - - - - - - - - 39.02 3.32 5.85 0.22 - - - -
Hopper Screens Point - - - - - - - - - - 33.93 2.89 5.09 0.20 - - - -
Cone Crusher Screens Point - - - - - - - - - - 39.02 3.32 5.85 0.22 - - - -
- - - - - - - - - - 272.99 23.29 41.40 4.12 - - - -
Disturbed Ground Fugitive - - - - - - - - - - 5.89 5.89 0.88 0.88 - - - -
Storage Piles Fugitive - - - - - - - - - - 50.59 14.92 7.66 4.60 - - - -
Diesel Fuel Tank 1 - Point West Point - - - - 0.00 0.00 - - - - - - - - - - 0.00 0.00
Diesel Fuel Tank 2 - Point East Point - - - - 0.00 0.00 - - - - - - - - - - 0.00 0.00
Diesel Fuel Tank - Point South Point - - - - 0.00 0.00 - - - - - - - - - - 0.00 0.00
Diesel Fuel Tank - Point West Point - - - - 0.00 0.00 - - - - - - - - - - 0.00 0.00
Gasoline Fuel Tank - Point West Point - - - - 0.00 0.00 - - - - - - - - - - 0.12 0.12
Unpaved Roads - RMC-PW Haul Truck Fugitive - - - - - - - - - - 5.35 0.80 0.54 0.08 - - - -
Unpaved Roads - RMC-PW Loader Fugitive - - - - - - - - - - 15.90 2.39 1.59 0.24 - - - -
Unpaved Roads - RMC-PS Haul Truck Fugitive - - - - - - - - - - 1.28 0.19 0.13 0.02 - - - -
Unpaved Roads - RMC-PS Haul Truck - Bin Feed Fugitive - - - - - - - - - - 19.55 2.93 1.95 0.29 - - - -
Unpaved Roads - RMC-PS Loader Fugitive - - - - - - - - - - 3.04 0.46 0.30 0.05 - - - -
Unpaved Roads - Aggregate Haul Truck Fugitive - - - - - - - - - - 103.36 15.50 10.34 1.55 - - - -
Unpaved Roads - Aggregate Loaders Fugitive - - - - - - - - - - 123.24 18.49 12.32 1.85 - - - -
Unpaved Roads - Aggregate Loader - Final Material to Haul Truck Fugitive - - - - - - - - - - 30.27 4.54 3.03 0.45 - - - -
Unpaved Roads - HMA Haul Trucks Fugitive - - - - - - - - - - 15.21 2.28 1.52 0.23 - - - -
Unpaved Roads - HMA Loader - RAP Fugitive - - - - - - - - - - 2.34 0.35 0.23 0.04 - - - -
Unpaved Roads - HMA Loader - Agg Fugitive - - - - - - - - - - 4.06 0.61 0.41 0.06 - - - -
Paved Roads - RMC-PW Haul Truck Fugitive - - - - - - - - - - 17.73 0.89 1.77 0.09 - - - -
Paved Roads - Aggregate Haul Truck Fugitive - - - - - - - - - - 128.46 6.42 12.85 0.64 - - - -
Paved Roads - HMA Haul Trucks Fugitive - - - - - - - - - - 22.93 1.15 2.29 0.11 - - - -
- - - - 0.00 0.00 - - - - 549.20 77.81 57.82 11.18 - - 0.13 0.13
Drum Mix Point - - - - - - - - - - 2,584.00 0.41 600.00 0.10 - - - -
Drum Mix - Natural Gas Point 28.00 28.00 13,320.00 13,320.00 2.17 2.14 - - 4.92 4.92 - - - - 1.36 1.36 12.80 12.80
Lime Silo Point - - - - - - - - - - 8.45 0.08 8.45 0.08 - - - -
RAP Conveyor Point - - - - - - - - - - 0.62 0.62 0.62 0.62 - - - -
RAP Screen Point - - - - - - - - - - 1.64 1.64 1.64 1.64 - - - -
HMA Agreggate Loader Fugitive - - - - - - - - - - 0.04 0.04 0.04 0.04 - - - -
HMA Agg Conveyor Point - - - - - - - - - - 3.10 3.10 3.10 3.10 - - - -
Hot Oil System Point 0.11 0.11 2,404.71 2,404.71 0.00 0.00 - - - - - - - - - - - -
Asphalt Storage Silos Point 0.47 0.47 0.32 0.16 0.18 0.09 - - - - 0.23 0.23 0.23 0.23 - - 4.87 2.44
Asphalt Loadout Fugitive 0.54 0.54 0.11 0.11 0.03 0.03 - - - - 0.21 0.21 0.21 0.21 - - 1.56 1.56
Asphalt Cement Tank 1 Point - - 0.00 0.00 0.00 0.00 - - - - - - - - - - 0.00 0.00
Asphalt Cement Tank 2 Point - - 0.00 0.00 0.00 0.00 - - - - - - - - - - 0.00 0.00
Asphalt Cement Tank 3 Point - - 0.00 0.00 0.00 0.00 - - - - - - - - - - 0.00 0.00
Asphalt Cement Tank 4 Point - - 0.00 0.00 0.00 0.00 - - - - - - - - - - 0.00 0.00
Asphalt Cement Tank 5 Point - - 0.00 0.00 0.00 0.00 - - - - - - - - - - 0.00 0.00
Asphalt Cement Tank 6 Point - - 0.00 0.00 0.00 0.00 - - - - - - - - - - 0.00 0.00
29.12 29.12 15,725.13 15,724.97 2.38 2.26 - - 4.92 4.92 2,598.29 6.34 614.29 6.02 1.36 1.36 19.25 16.81
SO2 VOCProcess Area Source Emission Type CO GHG HAP Lead
Attainment Attainment Non-Attainment
NOx PM10 PM2.5
SO2 VOCCOGHGHAPLeadNOxPM10PM2.5
Attainment AttainmentAttainmentN/A N/A Attainment
Aggregate
Aggregate Total
Facility
Facility Total
HMA_Gencore
HMA_Gencore Total
Aggregate Transfer to Elevated Bin Point - - - - - - - - - - 0.83 0.83 0.83 0.83 - - - -
Cement Loading to Storage Silo Point - - - - #REF!#REF!- - - - 0.03 0.03 0.03 0.03 - - - -
Cement Supplement Loading to Storage Silo Point - - - - 0.02 0.00 - - - - 0.05 0.05 0.05 0.05 - - - -
Loader to Hopper Fugitive - - - - - - - - - - 0.04 0.04 0.04 0.04 - - - -
Mixer Loading Point - - - - 0.08 0.00 - - - - 5.12 0.21 0.47 0.05 - - - -
Sand Transfer to Elevated Bin Point - - - - - - - - - - 0.19 0.19 0.19 0.19 - - - -
Water Heater #1 Point 2.22 2.22 3,195.35 3,195.35 0.05 0.05 - - 2.65 2.65 0.20 0.20 0.20 0.20 0.02 0.02 0.15 0.15
Weigh Hopper Loading Point - - - - - - - - - - 1.02 1.02 1.02 1.02 - - - -
Conveyors (Agreggate + Sand)Fugitive - - - - - - - - - - 2.03 0.08 2.03 0.00 - - - -
2.22 2.22 3,195.35 3,195.35 #REF!#REF!- - 2.65 2.65 9.52 2.66 4.87 2.42 0.02 0.02 0.15 0.15
Aggregate Transfer to Elevated Bin Point - - - - - - - - - - 0.83 0.83 0.83 0.83 - - - -
Cement Loading to Storage Silo Point - - - - 0.02 0.00 - - - - 0.03 0.03 0.03 0.03 - - - -
Cement Supplement Loading to Storage Silo Point - - - - 0.00 0.00 - - - - 0.05 0.05 0.05 0.05 - - - -
Loader to Hopper Fugitive - - - - - - - - - - 0.04 0.04 0.04 0.04 - - - -
Mixer Loading Point - - - - 0.08 0.00 - - - - 5.12 0.21 0.47 0.05 - - - -
Sand Transfer to Elevated Bin Point - - - - - - - - - - 0.19 0.19 0.19 0.19 - - - -
Water Heater #2 Point 1.98 1.98 2,840.31 2,840.31 0.04 0.04 - - 2.35 2.35 0.18 0.18 0.18 0.18 0.01 0.01 0.13 0.13
Weigh Hopper Loading Point - - - - - - - - - - 1.02 1.02 1.02 1.02 - - - -
Conveyors (Agreggate + Sand)Fugitive - - - - - - - - - - 3.39 0.14 3.39 0.00 - - - -
1.98 1.98 2,840.31 2,840.31 0.14 0.05 - - 2.35 2.35 10.86 2.70 6.21 2.39 0.01 0.01 0.13 0.13
33.32 33.32 21,760.79 21,760.63 #REF!#REF!- - 9.92 9.92 3,440.86 112.80 724.59 26.13 1.39 1.39 19.66 17.22
Asphalt Storage Silos Point (0.47) (0.47) (0.32) (0.32) (0.18) (0.18) - - - - (0.23) (0.23) (0.23) (0.23) - - (4.87) (4.87)
Generator 1 (1000 kW)Point (8.49) (8.49) (1,650.83) (1,650.83) (0.02) (0.02) - - (31.98) (31.98) (0.57) (0.57) (0.56) (0.56) (5.05) (5.05) (0.82) (0.82)
Generator 2 (725 kW)Point (5.37) (5.37) (1,043.60) (1,043.60) (0.01) (0.01) - - (20.21) (20.21) (0.36) (0.36) (0.35) (0.35) (3.19) (3.19) (0.52) (0.52)
Generator 3 (725 kW)Point (1.30) (1.30) (252.44) (252.44) (0.00) (0.00) - - (4.89) (4.89) (0.09) (0.09) (0.08) (0.08) (0.77) (0.77) (0.13) (0.13)
Kemco Boiler (7 MMBtu/hr)Point (1.12) (1.12) (5,009.19) (5,009.19) (0.01) (0.01) - - (4.48) (4.48) (0.24) (0.24) (0.19) (0.19) (15.89) (15.89) (0.08) (0.08)
Diesel Fuel Tank - Point East HMA Point - - - - (0.00) (0.00) - - - - - - - - - - (0.00) (0.00)
Gasoline Fuel Tank Point - - - - (0.00) (0.00) - - - - - - - - - - (0.05) (0.05)
(16.75) (16.75) (7,956.38) (7,956.38) (0.22) (0.22) - - (61.56) (61.56) (1.50) (1.50) (1.41) (1.41) (24.90) (24.90) (6.46) (6.46)
Emissions Units Included in calculations, but not included in AO-17 emission calculations
Emissions Units Removed, but not included in AO-17 emission calculations (includes uncontrolled asphalt storage silos)
New Emission Units (includes controlled asphalt storage silos)
Removed Total
RMC - PS
RMC - PW
Removed Units
RMC - PS Total
RMC - PW Total
Grand Total
Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category
RMC - PS Loader to Hopper 329 tons 884,994 tons PM10 PM10
RMC - PS Loader to Hopper 329 tons 884,994 tons PM2.5 PM2.5
RMC - PS Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Cement Loading to Storage Silo 200 yd3 yd3 Arsenic HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Chromium HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Chromium HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Selenium HAP
RMC - PS Weigh Hopper Loading 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Weigh Hopper Loading 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Mixer Loading 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Mixer Loading 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Arsenic HAP
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Cadmium HAP
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Chromium HAP
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Lead HAP
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Manganese HAP
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Nickel HAP
RMC - PS Mixer Loading 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PS Conveyors (Agreggate + Sand)1,375 tons 3,694,805 tons PM10 PM10
RMC - PS Conveyors (Agreggate + Sand)1,375 tons 3,694,805 tons PM2.5 PM2.5
RMC - PW Loader to Hopper 229 tons 884,994 tons PM10 PM10
RMC - PW Loader to Hopper 229 tons 884,994 tons PM2.5 PM2.5
RMC - PW Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Chromium HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Chromium HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Selenium HAP
RMC - PW Weigh Hopper Loading 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Weigh Hopper Loading 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Mixer Loading 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Mixer Loading 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Arsenic HAP
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Cadmium HAP
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Chromium HAP
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Lead HAP
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Manganese HAP
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Nickel HAP
RMC - PW Mixer Loading 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PW Conveyors (Agreggate + Sand)2,291 tons 6,158,008 tons PM10 PM10
RMC - PW Conveyors (Agreggate + Sand)2,291 tons 6,158,008 tons PM2.5 PM2.5
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu CO CO
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu NOx NOx
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu SO2 SO2
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu PM10 PM10
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu PM2.5 PM2.5
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Lead Lead
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu VOC VOC
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu 2-Methylnaphthale HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu 3-MethylchloranthrHAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu 7,12-Dimethylbenz(HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Acenaphthene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Acenaphthylene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Anthracene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Benz(a)anthracene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Benzene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Benzo(a)pyrene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Benzo(b)fluoranthe HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Benzo(g,h,i)perylen HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Benzo(k)fluoranthe HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Chrysene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Dibenzo(a,h)anthra HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Dichlorobenzene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Fluoranthene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Fluorene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Formaldehyde HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Hexane HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Indeno(1,2,3-cd)py HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Naphthalene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Phenanthrene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Pyrene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Toluene HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Arsenic HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Beryllium HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Cadmium HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Chromium HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Cobalt HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Manganese HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Mercury HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Nickel HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu Selenium HAP
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu CO2 GHG
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu CH4 GHG
RMC - PS Water Heater #1 10 MMBtu 54,000 MMBtu N2O GHG
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu CO CO
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu NOx NOx
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu SO2 SO2
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu PM10 PM10
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu PM2.5 PM2.5
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Lead Lead
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu VOC VOC
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu 2-Methylnaphthale HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu 3-MethylchloranthrHAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu 7,12-Dimethylbenz(HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Acenaphthene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Acenaphthylene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Anthracene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Benz(a)anthracene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Benzene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Benzo(a)pyrene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Benzo(b)fluoranthe HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Benzo(g,h,i)perylen HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Benzo(k)fluoranthe HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Chrysene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Dibenzo(a,h)anthra HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Dichlorobenzene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Fluoranthene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Fluorene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Formaldehyde HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Hexane HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Indeno(1,2,3-cd)py HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Naphthalene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Phenanthrene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Pyrene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Toluene HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Arsenic HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Beryllium HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Cadmium HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Chromium HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Cobalt HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Manganese HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Mercury HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Nickel HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu Selenium HAP
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu CO2 GHG
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu CH4 GHG
RMC - PW Water Heater #2 10 MMBtu 48,000 MMBtu N2O GHG

Maximum Throughput Comments & Assumptions:
Throughputs
[51]Throughput Limit Total PW PS Batch %
1,075,000 cubic yards 537,500 537,500 100%
1,002,438 tons aggregate 501,219 501,219 46%
767,550 tons sand 383,775 383,775 35%
12%
2%
4%
[52]RMC Density 1.4 tons/cubic yard
[53]Hours of Operation - Consistent with DAQE-ANl 12340013-17 and -16 Emission Calculations
PW PS
4,800 5,400
Emission Factor References & Assumptions:
[1] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Conveyor, crushed stone
[5] AP-42, 11.12 Concrete Batching, 11.12-8 (English Units) Concrete Batch Plant Metal Emission Factors converted to units of lb/yd3 of concrete produced (se
[6] AP-42 11.12-6 Emission factors for aggregate to an elevated storage (SCC 3-05-011-04) and sand transfer to elevated storage (SCC 3-05-011-05) in units of
[7] Emissions from source are controlled by a fabric filter. Controlled emission calculations are based on emission factors from the applicable section of AP-42
[3] AP-42, 11.12 Concrete Batching, 11.12-6 (English Units) Plant Wide Emission Factors per Yard of Central Mix Concrete
[4] AP-42, 11.12 Concrete Batching, Equation 11.12-1 and 11.12-2, in units of lb/yd3 of concrete produced (see EF_REF)
- Central ready-mix concrete plants have a maximum hourly capacity of 200 cubic yards of concrete production per hour. POTM has two central ready-mix co
production per 12-month rolling. The hourly maximum production rate is used for calculating the worst-case short-term emissions from the facility since the 4
multiplied by the percentage of a cement component (e.g., aggregate, cement, supplement, etc.). The annual maximum throughput was calculated by multipl
the composition of cement used in the emission factors listed in AP-42 11.12-6 (English Units) Plant Wide Emission Factors per Yard of Central Mix Concrete, F
73/4024=0.018.
- Concrete produced in the ready mix concrete plants has a density of approximately 1.4 tons per cubic yard.
- Ready mix concrete silos for concrete and concrete supplement have a fabric filter at the top of each silo. The fabric filters on the ready mix concrete silos h
- Water heaters are natural gas fired and do not have low NOx burner designs.
[2] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[8] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Conveyor Transfer Point - controlled EF used as controlled emissi
[9] AP-42, 1.4 Natural Gas Combustion, Table 1.4-1 Emission Factors for Nitrogen Oxides (NOx) and Carbon Monoxide (CO) from Natural Gas Combustion - Sm
[10] AP-42, 1.4 Natural Gas Combustion, Table 1.4-2 Emissions Factors for Criteria Pollutants and Greenhouse Gases from Natural Gas Combustion
[11] AP-42, 1.4 Natural Gas Combustion, Table 1.4-4 Emission Factors for Metals from Natural Gas Combustion
[12] AP-42, 1.4 Natural Gas Combustion, Table 1.4-3 Emission Factors for Speciated Organic Compounds From Natural Gas Combustion
[13] AP-42 Emission factors for natural gas combustion sources provide that all PM is less than PM2.5 --> PM10 = PM2.5
Calculated Calculated or controlled EF Calculated Calculated
Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type
1.00E-04 lbs/ton 0.03 0.04 0%CE 0.03 0.04 Fugitive
1.00E-04 lbs/ton 0.03 0.04 0%CE 0.03 0.04 Fugitive
3.10E-03 lbs/yd3 0.62 0.83 0%CE 0.62 0.83 Point
3.10E-03 lbs/yd3 0.62 0.83 0%CE 0.62 0.83 Point
7.00E-04 lbs/yd3 0.14 0.19 0%CE 0.14 0.19 Point
7.00E-04 lbs/yd3 0.14 0.19 0%CE 0.14 0.19 Point
1.00E-04 lbs/yd3 2.00E-02 2.69E-02 0%CE 2.00E-02 2.69E-02 Point
1.00E-04 lbs/yd3 2.00E-02 2.69E-02 0%CE 2.00E-02 2.69E-02 Point
4.12E-07 lbs/yd3 8.25E-05 1.11E-04 1.04E-09 lbs/yd3 2.08E-07 2.80E-07 Point
4.39E-09 lbs/yd3 8.79E-07 #REF!1.19E-10 lbs/yd3 2.39E-08 #REF!Point
5.74E-08 lbs/yd3 1.15E-05 1.54E-05 1.15E-09 lbs/yd3 2.30E-07 3.09E-07 Point
6.19E-08 lbs/yd3 1.24E-05 1.66E-05 7.12E-09 lbs/yd3 1.42E-06 1.91E-06 Point
1.81E-07 lbs/yd3 3.61E-05 4.86E-05 2.68E-09 lbs/yd3 5.35E-07 7.19E-07 Point
4.96E-05 lbs/yd3 9.92E-03 1.33E-02 2.87E-08 lbs/yd3 5.74E-06 7.72E-06 Point
4.32E-06 lbs/yd3 8.64E-04 1.16E-03 1.03E-08 lbs/yd3 2.05E-06 2.76E-06 Point
2.90E-06 lbs/yd3 5.79E-04 2.54E-03 5.79E-08 lbs/yd3 1.16E-05 1.56E-05 Point
2.00E-04 lbs/yd3 4.00E-02 5.38E-02 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
2.00E-04 lbs/yd3 4.00E-02 5.38E-02 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
1.45E-05 lbs/yd3 2.89E-03 3.89E-03 3.65E-08 lbs/yd3 7.30E-06 9.81E-06 Point
3.61E-10 lbs/yd3 7.23E-08 9.71E-08 7.23E-12 lbs/yd3 1.45E-09 1.94E-09 Point
3.87E-07 lbs/yd3 7.74E-05 1.04E-04 4.45E-08 lbs/yd3 8.91E-06 1.20E-05 Point
1.28E-06 lbs/yd3 2.56E-04 3.44E-04 1.90E-08 lbs/yd3 3.80E-06 5.10E-06 Point
1.61E-05 lbs/yd3 3.23E-03 4.34E-03 9.34E-09 lbs/yd3 1.87E-06 2.51E-06 Point
3.50E-05 lbs/yd3 7.01E-03 9.42E-03 8.32E-08 lbs/yd3 1.66E-05 2.24E-05 Point
6.46E-06 lbs/yd3 1.29E-03 5.66E-03 1.29E-07 lbs/yd3 2.58E-05 3.47E-05 Point
1.32E-07 lbs/yd3 2.64E-05 3.55E-05 2.64E-09 lbs/yd3 5.29E-07 7.10E-07 Point
3.80E-03 lbs/yd3 0.76 1.02 0%CE 0.76 1.02 Point
3.80E-03 lbs/yd3 0.76 1.02 0%CE 0.76 1.02 Point
1.91E-02 lbs/yd3 3.81 5.12 7.83E-04 lbs/yd3 0.16 0.21 Point
1.76E-03 lbs/yd3 0.35 0.47 1.72E-04 lbs/yd3 0.03 0.05 Point
1.69E-05 lbs/yd3 3.37E-03 4.53E-03 5.96E-07 lbs/yd3 1.19E-04 1.60E-04 Point
2.37E-08 lbs/yd3 4.75E-06 6.38E-06 1.43E-09 lbs/yd3 2.86E-07 3.84E-07 Point
2.86E-06 lbs/yd3 5.71E-04 7.68E-04 2.56E-07 lbs/yd3 5.11E-05 6.87E-05 Point
7.69E-07 lbs/yd3 1.54E-04 2.07E-04 7.36E-08 lbs/yd3 1.47E-05 1.98E-05 Point
1.23E-04 lbs/yd3 2.46E-02 3.31E-02 7.61E-06 lbs/yd3 1.52E-03 2.04E-03 Point
6.60E-06 lbs/yd3 1.32E-03 1.77E-03 4.99E-07 lbs/yd3 9.98E-05 1.34E-04 Point
4.06E-05 lbs/yd3 8.13E-03 3.56E-02 2.41E-06 lbs/yd3 4.83E-04 6.49E-04 Point
1.10E-03 lbs/ton 1.51 2.032 4.60E-05 lbs/ton 6.32E-02 8.50E-02 Fugitive
1.10E-03 lbs/ton 1.51 2.032 1.30E-06 lbs/ton 1.79E-03 2.40E-03 Fugitive
1.00E-04 lbs/ton 0.02 0.04 0%CE 0.02 0.04 Fugitive
1.00E-04 lbs/ton 0.02 0.04 0%CE 0.02 0.04 Fugitive
3.10E-03 lbs/yd3 0.62 0.83 0.0031 lbs/yd3 0.62 0.83 Point
3.10E-03 lbs/yd3 0.62 0.83 0.0031 lbs/yd3 0.62 0.83 Point
7.00E-04 lbs/yd3 0.14 0.19 7.00E-04 lbs/yd3 0.14 0.19 Point
7.00E-04 lbs/yd3 0.14 0.19 7.00E-04 lbs/yd3 0.14 0.19 Point
1.00E-04 lbs/yd3 0.02 0.03 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 Point
1.00E-04 lbs/yd3 0.02 0.03 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 Point
4.12E-07 lbs/yd3 8.25E-05 1.11E-04 1.04E-09 lbs/yd3 2.08E-07 2.80E-07 Point
4.39E-09 lbs/yd3 8.79E-07 1.18E-06 1.19E-10 lbs/yd3 2.39E-08 3.21E-08 Point
5.74E-08 lbs/yd3 1.15E-05 1.54E-05 1.15E-09 lbs/yd3 2.30E-07 3.09E-07 Point
6.19E-08 lbs/yd3 1.24E-05 1.66E-05 7.12E-09 lbs/yd3 1.42E-06 1.91E-06 Point
1.81E-07 lbs/yd3 3.61E-05 4.86E-05 2.68E-09 lbs/yd3 5.35E-07 7.19E-07 Point
4.96E-05 lbs/yd3 9.92E-03 1.33E-02 2.87E-08 lbs/yd3 5.74E-06 7.72E-06 Point
4.32E-06 lbs/yd3 8.64E-04 1.16E-03 1.03E-08 lbs/yd3 2.05E-06 2.76E-06 Point
2.90E-06 lbs/yd3 5.79E-04 2.54E-03 5.79E-08 lbs/yd3 1.16E-05 1.56E-05 Point
2.00E-04 lbs/yd3 4.00E-02 0.05 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
2.00E-04 lbs/yd3 4.00E-02 0.05 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
1.98E-06 lbs/yd3 3.96E-04 5.32E-04 1.00E-06 lbs/yd3 2.00E-04 2.69E-04 Point
1.79E-07 lbs/yd3 3.58E-05 4.81E-05 9.04E-08 lbs/yd3 1.81E-05 2.43E-05 Point
3.92E-10 lbs/yd3 7.84E-08 1.05E-07 1.98E-10 lbs/yd3 3.96E-08 5.32E-08 Point
2.42E-06 lbs/yd3 4.83E-04 6.49E-04 1.22E-06 lbs/yd3 2.44E-04 3.28E-04 Point
1.03E-06 lbs/yd3 2.06E-04 2.77E-04 5.20E-07 lbs/yd3 1.04E-04 1.40E-04 Point
5.07E-07 lbs/yd3 1.01E-04 1.36E-04 2.56E-07 lbs/yd3 5.12E-05 6.88E-05 Point
4.51E-06 lbs/yd3 9.03E-04 1.21E-03 2.28E-06 lbs/yd3 4.56E-04 6.13E-04 Point
1.43E-07 lbs/yd3 2.87E-05 3.85E-05 7.24E-08 lbs/yd3 1.45E-05 1.95E-05 Point
3.80E-03 lbs/yd3 0.76 1.02 3.80E-03 lbs/yd3 0.76 1.02 Point
3.80E-03 lbs/yd3 0.76 1.02 3.80E-03 lbs/yd3 0.76 1.02 Point
1.91E-02 lbs/yd3 3.81 5.12 7.83E-04 lbs/yd3 0.16 0.21 Point
1.76E-03 lbs/yd3 0.35 0.47 1.72E-04 lbs/yd3 0.03 0.05 Point
1.69E-05 lbs/yd3 3.37E-03 4.53E-03 5.96E-07 lbs/yd3 1.19E-04 1.60E-04 Point
2.37E-08 lbs/yd3 4.75E-06 6.38E-06 1.43E-09 lbs/yd3 2.86E-07 3.84E-07 Point
2.86E-06 lbs/yd3 5.71E-04 7.68E-04 2.56E-07 lbs/yd3 5.11E-05 6.87E-05 Point
7.69E-07 lbs/yd3 1.54E-04 2.07E-04 7.36E-08 lbs/yd3 1.47E-05 1.98E-05 Point
1.23E-04 lbs/yd3 2.46E-02 3.31E-02 7.61E-06 lbs/yd3 1.52E-03 2.04E-03 Point
6.60E-06 lbs/yd3 1.32E-03 1.77E-03 4.99E-07 lbs/yd3 9.98E-05 1.34E-04 Point
4.06E-05 lbs/yd3 8.13E-03 3.56E-02 2.41E-06 lbs/yd3 4.83E-04 6.49E-04 Point
1.10E-03 lbs/ton 2.52 3.387 4.60E-05 lb/ton 1.05E-01 1.42E-01 Fugitive
1.10E-03 lbs/ton 2.52 3.387 1.30E-07 lb/ton 2.98E-04 4.00E-04 Fugitive
8.24E-02 lbs/MMBtu 8.24E-01 2.22 0%CE 0.82 2.22 Point
9.80E-02 lbs/MMBtu 9.80E-01 2.65 0%CE 0.98 2.65 Point
5.88E-04 lbs/MMBtu 5.88E-03 0.02 0%CE 0.01 0.02 Point
7.45E-03 lbs/MMBtu 0.07 0.20 0%CE 0.07 0.20 Point
7.45E-03 lbs/MMBtu 0.07 0.20 0%CE 0.07 0.20 Point
4.90E-07 lbs/MMBtu 4.90E-06 1.32E-05 0%CE 4.90E-06 1.32E-05 Point
5.39E-03 lbs/MMBtu 0.05 0.15 0%CE 0.05 0.15 Point
2.35E-08 lbs/MMBtu 2.35E-07 6.35E-07 0%CE 2.35E-07 6.35E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
1.57E-08 lbs/MMBtu 1.57E-07 4.24E-07 0%CE 1.57E-07 4.24E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
2.35E-09 lbs/MMBtu 2.35E-08 6.35E-08 0%CE 2.35E-08 6.35E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
2.06E-06 lbs/MMBtu 2.06E-05 5.56E-05 0%CE 2.06E-05 5.56E-05 Point
1.18E-09 lbs/MMBtu 1.18E-08 3.18E-08 0%CE 1.18E-08 3.18E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 3.18E-08 0%CE 1.18E-08 3.18E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 3.18E-08 0%CE 1.18E-08 3.18E-08 Point
1.18E-06 lbs/MMBtu 1.18E-05 3.18E-05 0%CE 1.18E-05 3.18E-05 Point
2.94E-09 lbs/MMBtu 2.94E-08 7.94E-08 0%CE 2.94E-08 7.94E-08 Point
2.75E-09 lbs/MMBtu 2.75E-08 7.41E-08 0%CE 2.75E-08 7.41E-08 Point
7.35E-05 lbs/MMBtu 7.35E-04 1.99E-03 0%CE 7.35E-04 1.99E-03 Point
1.76E-03 lbs/MMBtu 1.76E-02 4.76E-02 0%CE 1.76E-02 4.76E-02 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.76E-08 0%CE 1.76E-08 4.76E-08 Point
5.98E-07 lbs/MMBtu 5.98E-06 1.61E-05 0%CE 5.98E-06 1.61E-05 Point
1.67E-08 lbs/MMBtu 1.67E-07 4.50E-07 0%CE 1.67E-07 4.50E-07 Point
4.90E-09 lbs/MMBtu 4.90E-08 1.32E-07 0%CE 4.90E-08 1.32E-07 Point
3.33E-06 lbs/MMBtu 3.33E-05 9.00E-05 0%CE 3.33E-05 9.00E-05 Point
1.96E-07 lbs/MMBtu 1.96E-06 5.29E-06 0%CE 1.96E-06 5.29E-06 Point
1.18E-06 lbs/MMBtu 1.18E-05 3.18E-05 0%CE 1.18E-05 3.18E-05 Point
1.08E-06 lbs/MMBtu 1.08E-05 2.91E-05 0%CE 1.08E-05 2.91E-05 Point
1.37E-06 lbs/MMBtu 1.37E-05 3.71E-05 0%CE 1.37E-05 3.71E-05 Point
8.24E-08 lbs/MMBtu 8.24E-07 2.22E-06 0%CE 8.24E-07 2.22E-06 Point
3.73E-07 lbs/MMBtu 3.73E-06 1.01E-05 0%CE 3.73E-06 1.01E-05 Point
2.55E-07 lbs/MMBtu 2.55E-06 6.88E-06 0%CE 2.55E-06 6.88E-06 Point
2.06E-06 lbs/MMBtu 2.06E-05 5.56E-05 0%CE 2.06E-05 5.56E-05 Point
2.35E-08 lbs/MMBtu 2.35E-07 6.35E-07 0%CE 2.35E-07 6.35E-07 Point
1.18E+02 lbs/MMBtu 1176.47 3.18E+03 0%CE 1176.47 3176.47 Point
5.64E-02 lbs CO2e/MM 0.56 1.52E+00 0%CE 0.56 1.52 Point
6.43E-01 lbs CO2e/MM 6.43 1.74E+01 0%CE 6.43 17.35 Point
8.24E-02 lbs/MMBtu 0.82 1.98 0%CE 0.82 1.98 Point
9.80E-02 lbs/MMBtu 0.98 2.35 0%CE 0.98 2.35 Point
5.88E-04 lbs/MMBtu 0.01 0.01 0%CE 0.01 0.01 Point
7.45E-03 lbs/MMBtu 0.07 0.18 0%CE 0.07 0.18 Point
7.45E-03 lbs/MMBtu 0.07 0.18 0%CE 0.07 0.18 Point
4.90E-07 lbs/MMBtu 4.90E-06 1.18E-05 0%CE 4.90E-06 1.18E-05 Point
5.39E-03 lbs/MMBtu 0.05 0.13 0%CE 0.05 0.13 Point
2.35E-08 lbs/MMBtu 2.35E-07 5.65E-07 0%CE 2.35E-07 5.65E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
1.57E-08 lbs/MMBtu 1.57E-07 3.76E-07 0%CE 1.57E-07 3.76E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
2.35E-09 lbs/MMBtu 2.35E-08 5.65E-08 0%CE 2.35E-08 5.65E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
2.06E-06 lbs/MMBtu 2.06E-05 4.94E-05 0%CE 2.06E-05 4.94E-05 Point
1.18E-09 lbs/MMBtu 1.18E-08 2.82E-08 0%CE 1.18E-08 2.82E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 2.82E-08 0%CE 1.18E-08 2.82E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 2.82E-08 0%CE 1.18E-08 2.82E-08 Point
1.18E-06 lbs/MMBtu 1.18E-05 2.82E-05 0%CE 1.18E-05 2.82E-05 Point
2.94E-09 lbs/MMBtu 2.94E-08 7.06E-08 0%CE 2.94E-08 7.06E-08 Point
2.75E-09 lbs/MMBtu 2.75E-08 6.59E-08 0%CE 2.75E-08 6.59E-08 Point
7.35E-05 lbs/MMBtu 7.35E-04 1.76E-03 0%CE 7.35E-04 1.76E-03 Point
1.76E-03 lbs/MMBtu 1.76E-02 4.24E-02 0%CE 1.76E-02 4.24E-02 Point
1.76E-09 lbs/MMBtu 1.76E-08 4.24E-08 0%CE 1.76E-08 4.24E-08 Point
5.98E-07 lbs/MMBtu 5.98E-06 1.44E-05 0%CE 5.98E-06 1.44E-05 Point
1.67E-08 lbs/MMBtu 1.67E-07 4.00E-07 0%CE 1.67E-07 4.00E-07 Point
4.90E-09 lbs/MMBtu 4.90E-08 1.18E-07 0%CE 4.90E-08 1.18E-07 Point
3.33E-06 lbs/MMBtu 3.33E-05 8.00E-05 0%CE 3.33E-05 8.00E-05 Point
1.96E-07 lbs/MMBtu 1.96E-06 4.71E-06 0%CE 1.96E-06 4.71E-06 Point
1.18E-08 lbs/MMBtu 1.18E-07 2.82E-07 0%CE 1.18E-07 2.82E-07 Point
1.08E-06 lbs/MMBtu 1.08E-05 2.59E-05 0%CE 1.08E-05 2.59E-05 Point
1.37E-06 lbs/MMBtu 1.37E-05 3.29E-05 0%CE 1.37E-05 3.29E-05 Point
8.24E-08 lbs/MMBtu 8.24E-07 1.98E-06 0%CE 8.24E-07 1.98E-06 Point
3.73E-07 lbs/MMBtu 3.73E-06 8.94E-06 0%CE 3.73E-06 8.94E-06 Point
2.55E-07 lbs/MMBtu 2.55E-06 6.12E-06 0%CE 2.55E-06 6.12E-06 Point
2.06E-06 lbs/MMBtu 2.06E-05 4.94E-05 0%CE 2.06E-05 4.94E-05 Point
2.35E-08 lbs/MMBtu 2.35E-07 5.65E-07 0%CE 2.35E-07 5.65E-07 Point
1.18E+02 lbs/MMBtu 1176.47 2.82E+03 0%CE 1176.47 2823.53 Point
5.64E-02 lbs CO2e/MM 0.56 1.35E+00 0%CE 0.56 1.35 Point
6.43E-01 lbs CO2e/MM 6.43 1.54E+01 0%CE 6.43 15.43 Point
Total PM10 0.224 0.315 Fugitive
PM2.5 0.058 0.091 Fugitive
PM10 3.620 5.044 Point
PM2.5 3.376 4.716 Point
CO 1.647 4.200 Point
GHG 2367 6036 Point
NOx 1.961 5.000 Point
SO2 0.012 0.030 Point
VOC 0.108 0.275 Point
HAP 0.043 #REF!Point
MAX HAP n-Hexane 0.000 0.000 Point
Formaldehyd 0.001 0.004 Point
Concrete
Aggregate
Sand
Cement
Cement Supplement
Water
Pollutant lb/ton
PM10 0.0001
PM2.5 0.0001
ee EF_REF)
f lb/yd3 of concrete produced
2 for a process with a fabric filter as a control method.

oncrete plants, for a total of 400 cubic yards of concrete production per hour. The site is limited to 1075000 cubic yards of concrete
400 cubic yards per hour maximum process throughput is greater than the 12-month rolling limit divided by 8760 hours per 12 months,
lying the 12-month rolling limit by the percentage of a cement component. Cement component percentages were calculated based on
Footnote a: Coarse Aggregate: 1865/4024=0.46, Sand: 1428/4024=0.35, Cement: 491/4024=0.12, Cement Supplement:

have a control efficiency of 99.99% based on manufacturer documentation (C&W Dust Tech CP7500 Central Dust Collector).

ion rate. Units are in lb/ton of material throughput
mall Boilers Uncontrolled

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[1], [51]
[1], [2], [51]
[6], [51]
[2], [6], [51]
[6], [51]
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[3], [7], [51]
[2], [3], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
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[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
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[5], [7], [51]
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[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
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[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[7], [8], [51]
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[1], [2], [51]
[6], [51]
[2], [6], [51]
[6], [51]
[2], [6], [51]
[3], [7], [51]
[2], [3], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
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[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[3], [7], [51]
[2], [3], [7], [51]
[4], [7], [51]
[4], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[5], [7], [51]
[7], [8], [51]
[7], [8], [2] - uncontrolled, [51]
[9], [53]
[9], [53]
[10], [53]
[10], [53]
[10], [13]
[10], [53]
[10], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[10], [53]
[10], [53]
[10], [53]
[9], [53]
[9], [53]
[10], [53]
[10], [53]
[10], [13]
[10], [53]
[10], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[11], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[12], [53]
[10], [53]
[10], [53]
[10], [53]
Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
HMA_Gencore HMA Agreggate Loader 490 tons 752,000 tons PM10 PM10 1.00E-04 lbs/ton
HMA_Gencore HMA Agreggate Loader 490 tons 752,000 tons PM2.5 PM2.5 1.00E-04 lbs/ton
HMA_Gencore HMA Agg Conveyor 3525 tons 5,640,000 tons PM10 PM10 1.10E-03 lbs/ton
HMA_Gencore HMA Agg Conveyor 3525 tons 5,640,000 tons PM2.5 PM2.5 1.10E-03 lbs/ton
HMA_Gencore RAP Screen 235 tons 376,000 tons PM10 PM10 8.70E-03 lbs/ton
HMA_Gencore RAP Screen 235 tons 376,000 tons PM2.5 PM2.5 8.70E-03 lbs/ton
HMA_Gencore RAP Conveyor 705 tons 1,128,000 tons PM10 PM10 1.10E-03 lbs/ton
HMA_Gencore RAP Conveyor 705 tons 1,128,000 tons PM2.5 PM2.5 1.10E-03 lbs/ton
HMA_Gencore Lime Silo 10.00 tons 16,000 tons PM10 PM10 1.06E+00 lbs/ton
HMA_Gencore Lime Silo 10.00 tons 16,000 tons PM2.5 PM2.5 1.06E+00 lbs/ton
HMA_Gencore Drum Mix 500 tons 800,000 tons PM10 PM10 6.46E+00 lbs/ton
HMA_Gencore Drum Mix 500 tons 800,000 tons PM2.5 PM2.5 1.50E+00 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CO CO 0.07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CO2 GHG 33.00 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons NOx NOx 1.23E-02 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons SO2 SO2 3.40E-03 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CH4 GHG 0.30 lbs CO2e/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons VOC VOC 0.03 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Arsenic HAP 1.11E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Cadmium HAP 8.12E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Chromium HAP 1.09E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Cobalt HAP 5.15E-08 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Hexavalent chromium HAP 8.91E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Lead HAP 1.23E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Manganese HAP 1.52E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Mercury HAP 4.75E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Nickel HAP 1.25E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Selenium HAP 6.93E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Formaldehyde HAP 3.10E-03 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benz(a)anthracene HAP 2.10E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzene HAP 3.90E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Methyl chloroform HAP 4.80E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Acenaphthene HAP 1.40E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Phenanthrene HAP 7.60E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Fluorene HAP 3.80E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Naphthalene HAP 9.00E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons 2-Methylnaphthalene HAP 7.40E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Ethylbenzene HAP 2.40E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Toluene HAP 1.50E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Hexane HAP 9.20E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Anthracene HAP 2.20E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Pyrene HAP 5.40E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(g,h,i)perylene HAP 4.00E-08 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(e)pyrene HAP 1.10E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Indeno(1,2,3-cd)pyrene HAP 7.00E-09 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Perylene HAP 8.80E-09 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(b)fluoranthene HAP 1.00E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Fluoranthene HAP 6.10E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(k)fluoranthene HAP 4.10E-08 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Acenaphthylene HAP 8.60E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Chrysene HAP 1.80E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(a)pyrene HAP 9.80E-09 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Isooctane HAP 4.00E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Xylenes HAP 2.00E-04 lbs/ton
HMA_Gencore Hot Oil System 2.80 MMBtu 24,528 MMBtu CO CO 8.73E-03 lbs/MMBtu
HMA_Gencore Hot Oil System 2.80 MMBtu 24,528 MMBtu CO2 GHG 1.96E+02 lbs/MMBtu
HMA_Gencore Hot Oil System 2.80 MMBtu 24,528 MMBtu Formaldehyde HAP 2.55E-05 lbs/MMBtu
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons PM10 PM10 5.86E-04 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons PM2.5 PM2.5 5.86E-04 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons CO CO 1.18E-03 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons VOC VOC 1.22E-02 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons CH4 GHG 7.92E-04 lbs CO2e/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Benzene HAP 3.90E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Bromomethane HAP 5.97E-07 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons 2-Butanone HAP 4.75E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Carbon disulfide HAP 1.95E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Chloroethane HAP 4.87E-07 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Chloromethane HAP 2.80E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Ethylbenzene HAP 4.63E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Formaldehyde HAP 8.41E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons n-Hexane HAP 1.22E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Isooctane HAP 3.78E-08 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Methylene chloride HAP 3.29E-08 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Styrene HAP 6.58E-07 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Toluene HAP 7.56E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons m, p-Xylene HAP 2.44E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons o-Xylene HAP 6.95E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Acenaphthene HAP 1.19E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Acenaphthylene HAP 3.55E-07 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Anthracene HAP 3.30E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Benz(a)anthracene HAP 1.42E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Benzo(e)pyrene HAP 2.41E-07 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Chrysene HAP 5.33E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Fluoranthene HAP 3.81E-06 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Fluorene HAP 2.56E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons 2-Methylnaphthalene HAP 1.34E-04 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Naphthalene HAP 4.62E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Perylene HAP 7.62E-07 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Phenanthrene HAP 4.57E-05 lbs/ton
HMA_Gencore Asphalt Storage Silos 500 tons 800,000 tons Pyrene HAP 1.12E-05 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons PM10 PM10 5.22E-04 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons PM2.5 PM2.5 5.22E-04 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons CO CO 1.35E-03 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons VOC VOC 3.91E-03 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons CH4 GHG 2.70E-04 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzene HAP 2.16E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Bromomethane HAP 3.99E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons 2-Butanone HAP 2.04E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Carbon disulfide HAP 5.41E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chloroethane HAP 8.73E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chloromethane HAP 6.24E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Cumene HAP 4.57E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Ethylbenzene HAP 1.16E-05 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Formaldehyde HAP 3.66E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons n-Hexane HAP 6.24E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Isooctane HAP 7.49E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Styrene HAP 3.04E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Tetrachloroethene HAP 3.20E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Toluene HAP 8.73E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Trichlorofluoromethane HAP 5.41E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons m, p-Xylene HAP 1.71E-05 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons o-Xylene HAP 3.33E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Acenaphthene HAP 8.86E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Acenaphthylene HAP 9.55E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Anthracene HAP 2.39E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benz(a)anthracene HAP 6.48E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(b)fluoranthene HAP 2.59E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(k)fluoranthene HAP 7.50E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(g,h,i)perylene HAP 6.48E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(a)pyrene HAP 7.84E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(e)pyrene HAP 2.66E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chrysene HAP 3.51E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Dibenzo(a,h)anthracene HAP 1.26E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Fluoranthene HAP 1.70E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Fluorene HAP 2.63E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Indeno(1,2,3-cd)pyrene HAP 1.60E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons 2-Methylnaphthalene HAP 8.11E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Naphthalene HAP 4.26E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Perylene HAP 7.50E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Phenanthrene HAP 2.76E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Pyrene HAP 5.11E-07 lbs/ton
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity CH4 GHG BTECS CO2e
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Bromomethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity 2-Butanone HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Carbon Disulfide HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Chloroethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Chloromethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Formaldehyde HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity n-Hexane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Isooctane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Methylene Chloride HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Styrene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity m, p-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity o-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity CH4 GHG BTECS CO2e
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Bromomethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity 2-Butanone HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Carbon Disulfide HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Chloroethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Chloromethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Formaldehyde HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity n-Hexane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Isooctane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Methylene Chloride HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Styrene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity m, p-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity o-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity CH4 GHG BTECS CO2e
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Bromomethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity 2-Butanone HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Carbon Disulfide HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Chloroethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Chloromethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Formaldehyde HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity n-Hexane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Isooctane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Methylene Chloride HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Styrene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity m, p-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity o-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity CH4 GHG BTECS CO2e
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Bromomethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity 2-Butanone HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Carbon Disulfide HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Chloroethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Chloromethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Formaldehyde HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity n-Hexane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Isooctane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Methylene Chloride HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Styrene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity m, p-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity o-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity CH4 GHG BTECS CO2e
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Bromomethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity 2-Butanone HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Carbon Disulfide HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Chloroethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Chloromethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Formaldehyde HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity n-Hexane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Isooctane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Methylene Chloride HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Styrene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity m, p-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity o-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity CH4 GHG BTECS CO2e
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Bromomethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity 2-Butanone HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Carbon Disulfide HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Chloroethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Chloromethane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Formaldehyde HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity n-Hexane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Isooctane HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Methylene Chloride HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Styrene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity m, p-Xylene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity o-Xylene HAP BTECS -
Units being replaced - not included in AO-17 calculations
Total (all units)PM10 0.310 0.246
PM2.5 0.310 0.246
PM10 7.613 6.090
PM2.5 7.216 5.773
CO 35.614 28.579
GHG 17199 15725
NOx 6.15 4.92
SO2 1.7 1.36
VOC 19.05 15.24
HAP 2.788 2.231
Max HAP 1.573 1.259
Throughput Comments & Assumptions:
Throughputs
[51]800,000 tons/year asphalt production limit
[52]752,000 tons/year agreggate (94% of total production)
[53]376,000 tons/year RAP (50% of agreggate)
[54]16,000 tons/year lime (2% of total production)
Emission Factor References & Assumptions:
[1] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Conveyor Transfer Point
- The amount of RAP used in hot mix asphalt operations is based on the composition of aggregate and RAP in the asphalt mix. Hot mix asphalt is approximately 94% agg
RAP is calculated by multiplying the maximum hourly and annual process throughputs by the percentage of aggregate in hot melt asphalt, multiplied by the percentage o
is applied to the RAP screens or conveyors.
- The amount of lime used in hot mix asphalt operations is approximately 2%wt. The maximum throughput for the lime silos is calculated by multiplying the maximum h
- The hot mix asphalt drum is natural gas and waste oil fired. Emissions are calculated based on the maximum hourly and annual process throughputs for the hot mix as
processing and fuel combustion are vented to a fabric filter for control.
- Hot mix asphalt silos have a rated capacity of 300 tons and there are a total of 6 silos for the hot mix asphalt process. The throughput for the silos is limited by the ma
[24] Gencore provided data
Pollutant AP-42 11.1 HMA (lbs/ton)Gencore
CO 0.13 0.07
NOx 0.026 0.0123
SO2 0.0034 0.0034
VOC 0.032 NA
[25] BTECS Calculations; speciation from AP-42, Section 11.1 Hot Mix Asphalt, Table 11.1-16 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions -
[20] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-9
[21] Emission factors specific to VOC are not provided in AP-42, thus it is conservatively estimated that TOC = VOC. Speciation of VOC emissions for HAPS is not provided
[22] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants does not provide uncontrolled emiss
removal efficiency for a fabric filter.
[23] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants does not provide uncontr
to be equal to the controlled emission factors since it is assumed that the fabric filter used as control in the data provided by AP-42 would not significantly reduce organ
[11] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-8 Emission Factors for TOC, Methane, and VOC from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer
[12] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer w
[13] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas or propane fired dryer,
[14] AP-42, 11.1 Hot Asphalt Plants, 11.1-13 Emission Factors for Hot Mix Asphalt Hot Oil Systems - natural gas fired
[16] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-14 Predictive Emission Factor Equations for Load-Out and Silo Filling Operations
[17] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-15 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Particulate-Based Compounds
[18] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-16 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Volatile-Based Compounds
[6] PM10 speciation ratio of 0.48 PM10/TSP applied to PM emission factor based on An Update on the Use of Particulate Ratios to Assess Likely PM10 Attainment Status
[8] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-3 Particulate Matter Emission Factors for Drum Mix Hot Asphalt Plants - Dryer Uncontrolled & Dryer Fabric Filter
[9] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-4 Summary of Particulate Size Distribution for Drum Mix Dryers - Dryer Uncontrolled & Dryer Fabric Filter
[10] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-7 Emission Factors for CO, CO2, NOx, and SO2 from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer
[19] Emission factors specific to PM 10 and PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of Total PM = PM10 = PM2.5. Table 11.1-
emissions consist of condensed vapors."

[2] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Screening
[3] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[4] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2, Truck Loading Crushed Stone
[5] AP-42, 11.17 Lime Manufacturing, Table 11.17-4 Emission Factors for Lime Manufacturing Raw Material and Product Processing and Handling - Product transfer and c
Calculated Calculated or controlled EF Calculated Calculated
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
0.05 0.04 0%CE 0.05 0.04 Fugitive [4], [52]
0.05 0.04 0%CE 0.05 0.04 Fugitive [3], [4], [52]
3.88 3.10 0%CE 3.88 3.10 Point [1], [52], [53]
3.88 3.10 0%CE 3.88 3.10 Point [1], [3], [52], [53]
2.04 1.64 0%CE 2.04 1.64 Point [2], [53]
2.04 1.64 0%CE 2.04 1.64 Point [2], [3], [53]
0.78 0.62 0%CE 0.78 0.62 Point [1], [53]
0.78 0.62 0%CE 0.78 0.62 Point [1], [3], [53]
10.56 8.45 99%CE 0.11 0.08 Point [5], [6]
10.56 8.45 99%CE 0.11 0.08 Point [3], [5], [6]
3230.00 2584.00 99.98%CE 0.52 0.41 Point [8], [51]
750.00 600.00 99.98%CE 0.12 0.10 Point [8], [9] , [51]
35.00 28.00 0%CE 35.00 28.00 Point [24], [51]
16500.00 13200.00 0%CE 16500.00 13200.00 Point [10], [51]
6.15 4.92 0%CE 6.15 4.92 Point [24], [51]
1.70 1.36 0%CE 1.70 1.36 Point [24], [51]
150.00 120.00 0%CE 150.00 120.00 Point [11], [51]
16.00 12.80 0%CE 16.00 12.80 Point [11], [51]
5.54E-04 4.44E-04 5.60E-07 lbs/ton 2.80E-04 2.24E-04 Point [13], [51]
4.06E-04 3.25E-04 4.10E-07 lbs/ton 2.05E-04 1.64E-04 Point [13], [51]
5.45E-03 4.36E-03 5.50E-06 lbs/ton 2.75E-03 2.20E-03 Point [13], [51]
2.57E-05 2.06E-05 2.60E-08 lbs/ton 1.30E-05 1.04E-05 Point [13], [51]
4.46E-04 3.56E-04 4.50E-07 lbs/ton 2.25E-04 1.80E-04 Point [13], [51]
6.14E-04 4.91E-04 6.20E-07 lbs/ton 3.10E-04 2.48E-04 Point [13], [51]
7.62E-03 6.10E-03 7.70E-06 lbs/ton 3.85E-03 3.08E-03 Point [13], [51]
2.38E-04 1.90E-04 2.40E-07 lbs/ton 1.20E-04 9.60E-05 Point [13], [51]
6.24E-02 4.99E-02 6.30E-05 lbs/ton 3.15E-02 2.52E-02 Point [13], [51]
3.47E-04 2.77E-04 3.50E-07 lbs/ton 1.75E-04 1.40E-04 Point [13], [51]
1.55E+00 1.24E+00 3.10E-03 lbs/ton 1.55E+00 1.24E+00 Point [12], [51]
1.05E-04 8.40E-05 2.10E-07 lbs/ton 1.05E-04 8.40E-05 Point [12], [51]
1.95E-01 1.56E-01 3.90E-04 lbs/ton 1.95E-01 1.56E-01 Point [12], [51]
2.40E-02 1.92E-02 4.80E-05 lbs/ton 2.40E-02 1.92E-02 Point [12], [51]
7.00E-04 5.60E-04 1.40E-06 lbs/ton 7.00E-04 5.60E-04 Point [12], [51]
3.80E-03 3.04E-03 7.60E-06 lbs/ton 3.80E-03 3.04E-03 Point [12], [51]
1.90E-03 1.52E-03 3.80E-06 lbs/ton 1.90E-03 1.52E-03 Point [12], [51]
4.50E-02 3.60E-02 9.00E-05 lbs/ton 4.50E-02 3.60E-02 Point [12], [51]
3.70E-02 2.96E-02 7.40E-05 lbs/ton 3.70E-02 2.96E-02 Point [12], [51]
1.20E-01 9.60E-02 2.40E-04 lbs/ton 1.20E-01 9.60E-02 Point [12], [51]
7.50E-02 6.00E-02 1.50E-04 lbs/ton 7.50E-02 6.00E-02 Point [12], [51]
4.60E-01 3.68E-01 9.20E-04 lbs/ton 4.60E-01 3.68E-01 Point [12], [51]
1.10E-04 8.80E-05 2.20E-07 lbs/ton 1.10E-04 8.80E-05 Point [12], [51]
2.70E-04 2.16E-04 5.40E-07 lbs/ton 2.70E-04 2.16E-04 Point [12], [51]
2.00E-05 1.60E-05 4.00E-08 lbs/ton 2.00E-05 1.60E-05 Point [12], [51]
5.50E-05 4.40E-05 1.10E-07 lbs/ton 5.50E-05 4.40E-05 Point [12], [51]
3.50E-06 2.80E-06 7.00E-09 lbs/ton 3.50E-06 2.80E-06 Point [12], [51]
4.40E-06 3.52E-06 8.80E-09 lbs/ton 4.40E-06 3.52E-06 Point [12], [51]
5.00E-05 4.00E-05 1.00E-07 lbs/ton 5.00E-05 4.00E-05 Point [12], [51]
3.05E-04 2.44E-04 6.10E-07 lbs/ton 3.05E-04 2.44E-04 Point [12], [51]
2.05E-05 1.64E-05 4.10E-08 lbs/ton 2.05E-05 1.64E-05 Point [12], [51]
4.30E-03 3.44E-03 8.60E-06 lbs/ton 4.30E-03 3.44E-03 Point [12], [51]
9.00E-05 7.20E-05 1.80E-07 lbs/ton 9.00E-05 7.20E-05 Point [12], [51]
4.90E-06 3.92E-06 9.80E-09 lbs/ton 4.90E-06 3.92E-06 Point [12], [51]
2.00E-02 1.60E-02 4.00E-05 lbs/ton 2.00E-02 1.60E-02 Point [12], [51]
1.00E-01 8.00E-02 2.00E-04 lbs/ton 1.00E-01 8.00E-02 Point [12], [51]
0.02 0.11 0%CE 0.02 0.11 Point [14]
549 2,405 0%CE 549 2,405 Point [14]
7.14E-05 3.13E-04 0%CE 7.14E-05 3.13E-04 Point [14]
2.93E-01 2.34E-01 0%CE 2.93E-01 2.34E-01 Point [16], [19]
2.93E-01 2.34E-01 0%CE 2.93E-01 2.34E-01 Point [16], [19]
5.90E-01 4.72E-01 0%CE 5.90E-01 4.72E-01 Point [16], [18]
6.09E+00 4.87E+00 50%CE 3.05E+00 2.44E+00 Point [16], [18]
3.96E-01 3.17E-01 50%CE 1.98E-01 1.58E-01 Point [18]
1.95E-03 1.56E-03 50%CE 9.75E-04 7.80E-04 Point [18]
2.99E-04 2.39E-04 50%CE 1.49E-04 1.19E-04 Point [18]
2.38E-03 1.90E-03 50%CE 1.19E-03 9.51E-04 Point [18]
9.75E-04 7.80E-04 50%CE 4.87E-04 3.90E-04 Point [18]
2.44E-04 1.95E-04 50%CE 1.22E-04 9.75E-05 Point [18]
1.40E-03 1.12E-03 50%CE 7.01E-04 5.61E-04 Point [18]
2.32E-03 1.85E-03 50%CE 1.16E-03 9.26E-04 Point [18]
4.20E-02 3.36E-02 50%CE 2.10E-02 1.68E-02 Point [18]
6.09E-03 4.87E-03 50%CE 3.05E-03 2.44E-03 Point [18]
1.89E-05 1.51E-05 50%CE 9.44E-06 7.56E-06 Point [18]
1.65E-05 1.32E-05 50%CE 8.23E-06 6.58E-06 Point [18]
3.29E-04 2.63E-04 50%CE 1.65E-04 1.32E-04 Point [18]
3.78E-03 3.02E-03 50%CE 1.89E-03 1.51E-03 Point [18]
1.22E-02 9.75E-03 50%CE 6.09E-03 4.87E-03 Point [18]
3.47E-03 2.78E-03 50%CE 1.74E-03 1.39E-03 Point [18]
5.97E-03 4.77E-03 50%CE 2.98E-03 2.39E-03 Point [17]
1.78E-04 1.42E-04 50%CE 8.89E-05 7.11E-05 Point [17]
1.65E-03 1.32E-03 50%CE 8.25E-04 6.60E-04 Point [17]
7.11E-04 5.69E-04 50%CE 3.55E-04 2.84E-04 Point [17]
1.21E-04 9.65E-05 50%CE 6.03E-05 4.82E-05 Point [17]
2.67E-03 2.13E-03 50%CE 1.33E-03 1.07E-03 Point [17]
1.90E-03 1.52E-03 50%CE 9.52E-04 7.62E-04 Point [17]
1.28E-02 1.03E-02 50%CE 6.41E-03 5.13E-03 Point [17]
6.69E-02 5.35E-02 50%CE 3.34E-02 2.68E-02 Point [17]
2.31E-02 1.85E-02 50%CE 1.16E-02 9.24E-03 Point [17]
3.81E-04 3.05E-04 50%CE 1.90E-04 1.52E-04 Point [17]
2.29E-02 1.83E-02 50%CE 1.14E-02 9.14E-03 Point [17]
5.59E-03 4.47E-03 50%CE 2.79E-03 2.23E-03 Point [17]
2.61E-01 2.09E-01 0%CE 2.61E-01 2.09E-01 Fugitive [16], [19]
2.61E-01 2.09E-01 0%CE 2.61E-01 2.09E-01 Fugitive [16], [19]
6.75E-01 5.40E-01 0%CE 6.75E-01 5.40E-01 Fugitive [16], [18]
1.95E+00 1.56E+00 0%CE 1.95E+00 1.56E+00 Fugitive [16], [18]
1.35E-01 1.08E-01 0%CE 1.35E-01 1.08E-01 Fugitive [18]
1.08E-03 8.65E-04 0%CE 1.08E-03 8.65E-04 Fugitive [18]
2.00E-04 1.60E-04 0%CE 2.00E-04 1.60E-04 Fugitive [18]
1.02E-03 8.15E-04 0%CE 1.02E-03 8.15E-04 Fugitive [18]
2.70E-04 2.16E-04 0%CE 2.70E-04 2.16E-04 Fugitive [18]
4.37E-06 3.49E-06 0%CE 4.37E-06 3.49E-06 Fugitive [18]
3.12E-04 2.50E-04 0%CE 3.12E-04 2.50E-04 Fugitive [18]
2.29E-03 1.83E-03 0%CE 2.29E-03 1.83E-03 Fugitive [18]
5.82E-03 4.66E-03 0%CE 5.82E-03 4.66E-03 Fugitive [18]
1.83E-03 1.46E-03 0%CE 1.83E-03 1.46E-03 Fugitive [18]
3.12E-03 2.50E-03 0%CE 3.12E-03 2.50E-03 Fugitive [18]
3.74E-05 2.99E-05 0%CE 3.74E-05 2.99E-05 Fugitive [18]
1.52E-04 1.21E-04 0%CE 1.52E-04 1.21E-04 Fugitive [18]
1.60E-04 1.28E-04 0%CE 1.60E-04 1.28E-04 Fugitive [18]
4.37E-03 3.49E-03 0%CE 4.37E-03 3.49E-03 Fugitive [18]
2.70E-05 2.16E-05 0%CE 2.70E-05 2.16E-05 Fugitive [18]
8.53E-03 6.82E-03 0%CE 8.53E-03 6.82E-03 Fugitive [18]
1.66E-03 1.33E-03 0%CE 1.66E-03 1.33E-03 Fugitive [18]
4.43E-04 3.55E-04 0%CE 4.43E-04 3.55E-04 Fugitive [17]
4.77E-05 3.82E-05 0%CE 4.77E-05 3.82E-05 Fugitive [17]
1.19E-04 9.55E-05 0%CE 1.19E-04 9.55E-05 Fugitive [17]
3.24E-05 2.59E-05 0%CE 3.24E-05 2.59E-05 Fugitive [17]
1.30E-05 1.04E-05 0%CE 1.30E-05 1.04E-05 Fugitive [17]
3.75E-06 3.00E-06 0%CE 3.75E-06 3.00E-06 Fugitive [17]
3.24E-06 2.59E-06 0%CE 3.24E-06 2.59E-06 Fugitive [17]
3.92E-06 3.14E-06 0%CE 3.92E-06 3.14E-06 Fugitive [17]
1.33E-05 1.06E-05 0%CE 1.33E-05 1.06E-05 Fugitive [17]
1.76E-04 1.40E-04 0%CE 1.76E-04 1.40E-04 Fugitive [17]
6.31E-07 5.05E-07 0%CE 6.31E-07 5.05E-07 Fugitive [17]
8.52E-05 6.82E-05 0%CE 8.52E-05 6.82E-05 Fugitive [17]
1.31E-03 1.05E-03 0%CE 1.31E-03 1.05E-03 Fugitive [17]
8.01E-07 6.41E-07 0%CE 8.01E-07 6.41E-07 Fugitive [17]
4.06E-03 3.25E-03 0%CE 4.06E-03 3.25E-03 Fugitive [17]
2.13E-03 1.70E-03 0%CE 2.13E-03 1.70E-03 Fugitive [17]
3.75E-05 3.00E-05 0%CE 3.75E-05 3.00E-05 Fugitive [17]
1.38E-03 1.10E-03 0%CE 1.38E-03 1.10E-03 Fugitive [17]
2.56E-04 2.05E-04 0%CE 2.56E-04 2.05E-04 Fugitive [17]
4.66E-04 2.04E-03 0%CE 4.66E-04 2.04E-03 Point [25]
3.03E-05 1.33E-04 0%CE 3.03E-05 1.33E-04 Point [25]
1.49E-07 6.53E-07 0%CE 1.49E-07 6.53E-07 Point [25]
2.28E-08 1.00E-07 0%CE 2.28E-08 1.00E-07 Point [25]
1.82E-07 7.96E-07 0%CE 1.82E-07 7.96E-07 Point [25]
7.45E-08 3.26E-07 0%CE 7.45E-08 3.26E-07 Point [25]
1.86E-08 8.16E-08 0%CE 1.86E-08 8.16E-08 Point [25]
1.07E-07 4.69E-07 0%CE 1.07E-07 4.69E-07 Point [25]
1.77E-07 7.75E-07 0%CE 1.77E-07 7.75E-07 Point [25]
3.21E-06 1.41E-05 0%CE 3.21E-06 1.41E-05 Point [25]
4.66E-07 2.04E-06 0%CE 4.66E-07 2.04E-06 Point [25]
1.44E-09 6.32E-09 0%CE 1.44E-09 6.32E-09 Point [25]
1.26E-09 5.51E-09 0%CE 1.26E-09 5.51E-09 Point [25]
2.52E-08 1.10E-07 0%CE 2.52E-08 1.10E-07 Point [25]
2.89E-07 1.26E-06 0%CE 2.89E-07 1.26E-06 Point [25]
9.32E-07 4.08E-06 0%CE 9.32E-07 4.08E-06 Point [25]
2.65E-07 1.16E-06 0%CE 2.65E-07 1.16E-06 Point [25]
4.66E-04 2.04E-03 0%CE 4.66E-04 2.04E-03 Point [25]
3.03E-05 1.33E-04 0%CE 3.03E-05 1.33E-04 Point [25]
1.49E-07 6.53E-07 0%CE 1.49E-07 6.53E-07 Point [25]
2.28E-08 1.00E-07 0%CE 2.28E-08 1.00E-07 Point [25]
1.82E-07 7.96E-07 0%CE 1.82E-07 7.96E-07 Point [25]
7.45E-08 3.26E-07 0%CE 7.45E-08 3.26E-07 Point [25]
1.86E-08 8.16E-08 0%CE 1.86E-08 8.16E-08 Point [25]
1.07E-07 4.69E-07 0%CE 1.07E-07 4.69E-07 Point [25]
1.77E-07 7.75E-07 0%CE 1.77E-07 7.75E-07 Point [25]
3.21E-06 1.41E-05 0%CE 3.21E-06 1.41E-05 Point [25]
4.66E-07 2.04E-06 0%CE 4.66E-07 2.04E-06 Point [25]
1.44E-09 6.32E-09 0%CE 1.44E-09 6.32E-09 Point [25]
1.26E-09 5.51E-09 0%CE 1.26E-09 5.51E-09 Point [25]
2.52E-08 1.10E-07 0%CE 2.52E-08 1.10E-07 Point [25]
2.89E-07 1.26E-06 0%CE 2.89E-07 1.26E-06 Point [25]
9.32E-07 4.08E-06 0%CE 9.32E-07 4.08E-06 Point [25]
2.65E-07 1.16E-06 0%CE 2.65E-07 1.16E-06 Point [25]
4.66E-04 2.04E-03 0%CE 4.66E-04 2.04E-03 Point [25]
3.03E-05 1.33E-04 0%CE 3.03E-05 1.33E-04 Point [25]
1.49E-07 6.53E-07 0%CE 1.49E-07 6.53E-07 Point [25]
2.28E-08 1.00E-07 0%CE 2.28E-08 1.00E-07 Point [25]
1.82E-07 7.96E-07 0%CE 1.82E-07 7.96E-07 Point [25]
7.45E-08 3.26E-07 0%CE 7.45E-08 3.26E-07 Point [25]
1.86E-08 8.16E-08 0%CE 1.86E-08 8.16E-08 Point [25]
1.07E-07 4.69E-07 0%CE 1.07E-07 4.69E-07 Point [25]
1.77E-07 7.75E-07 0%CE 1.77E-07 7.75E-07 Point [25]
3.21E-06 1.41E-05 0%CE 3.21E-06 1.41E-05 Point [25]
4.66E-07 2.04E-06 0%CE 4.66E-07 2.04E-06 Point [25]
1.44E-09 6.32E-09 0%CE 1.44E-09 6.32E-09 Point [25]
1.26E-09 5.51E-09 0%CE 1.26E-09 5.51E-09 Point [25]
2.52E-08 1.10E-07 0%CE 2.52E-08 1.10E-07 Point [25]
2.89E-07 1.26E-06 0%CE 2.89E-07 1.26E-06 Point [25]
9.32E-07 4.08E-06 0%CE 9.32E-07 4.08E-06 Point [25]
2.65E-07 1.16E-06 0%CE 2.65E-07 1.16E-06 Point [25]
4.66E-04 2.04E-03 0%CE 4.66E-04 2.04E-03 Point [25]
3.03E-05 1.33E-04 0%CE 3.03E-05 1.33E-04 Point [25]
1.49E-07 6.53E-07 0%CE 1.49E-07 6.53E-07 Point [25]
2.28E-08 1.00E-07 0%CE 2.28E-08 1.00E-07 Point [25]
1.82E-07 7.96E-07 0%CE 1.82E-07 7.96E-07 Point [25]
7.45E-08 3.26E-07 0%CE 7.45E-08 3.26E-07 Point [25]
1.86E-08 8.16E-08 0%CE 1.86E-08 8.16E-08 Point [25]
1.07E-07 4.69E-07 0%CE 1.07E-07 4.69E-07 Point [25]
1.77E-07 7.75E-07 0%CE 1.77E-07 7.75E-07 Point [25]
3.21E-06 1.41E-05 0%CE 3.21E-06 1.41E-05 Point [25]
4.66E-07 2.04E-06 0%CE 4.66E-07 2.04E-06 Point [25]
1.44E-09 6.32E-09 0%CE 1.44E-09 6.32E-09 Point [25]
1.26E-09 5.51E-09 0%CE 1.26E-09 5.51E-09 Point [25]
2.52E-08 1.10E-07 0%CE 2.52E-08 1.10E-07 Point [25]
2.89E-07 1.26E-06 0%CE 2.89E-07 1.26E-06 Point [25]
9.32E-07 4.08E-06 0%CE 9.32E-07 4.08E-06 Point [25]
2.65E-07 1.16E-06 0%CE 2.65E-07 1.16E-06 Point [25]
4.66E-04 2.04E-03 0%CE 4.66E-04 2.04E-03 Point [25]
3.03E-05 1.33E-04 0%CE 3.03E-05 1.33E-04 Point [25]
1.49E-07 6.53E-07 0%CE 1.49E-07 6.53E-07 Point [25]
2.28E-08 1.00E-07 0%CE 2.28E-08 1.00E-07 Point [25]
1.82E-07 7.96E-07 0%CE 1.82E-07 7.96E-07 Point [25]
7.45E-08 3.26E-07 0%CE 7.45E-08 3.26E-07 Point [25]
1.86E-08 8.16E-08 0%CE 1.86E-08 8.16E-08 Point [25]
1.07E-07 4.69E-07 0%CE 1.07E-07 4.69E-07 Point [25]
1.77E-07 7.75E-07 0%CE 1.77E-07 7.75E-07 Point [25]
3.21E-06 1.41E-05 0%CE 3.21E-06 1.41E-05 Point [25]
4.66E-07 2.04E-06 0%CE 4.66E-07 2.04E-06 Point [25]
1.44E-09 6.32E-09 0%CE 1.44E-09 6.32E-09 Point [25]
1.26E-09 5.51E-09 0%CE 1.26E-09 5.51E-09 Point [25]
2.52E-08 1.10E-07 0%CE 2.52E-08 1.10E-07 Point [25]
2.89E-07 1.26E-06 0%CE 2.89E-07 1.26E-06 Point [25]
9.32E-07 4.08E-06 0%CE 9.32E-07 4.08E-06 Point [25]
2.65E-07 1.16E-06 0%CE 2.65E-07 1.16E-06 Point [25]
4.66E-04 2.04E-03 0%CE 4.66E-04 2.04E-03 Point [25]
3.03E-05 1.33E-04 0%CE 3.03E-05 1.33E-04 Point [25]
1.49E-07 6.53E-07 0%CE 1.49E-07 6.53E-07 Point [25]
2.28E-08 1.00E-07 0%CE 2.28E-08 1.00E-07 Point [25]
1.82E-07 7.96E-07 0%CE 1.82E-07 7.96E-07 Point [25]
7.45E-08 3.26E-07 0%CE 7.45E-08 3.26E-07 Point [25]
1.86E-08 8.16E-08 0%CE 1.86E-08 8.16E-08 Point [25]
1.07E-07 4.69E-07 0%CE 1.07E-07 4.69E-07 Point [25]
1.77E-07 7.75E-07 0%CE 1.77E-07 7.75E-07 Point [25]
3.21E-06 1.41E-05 0%CE 3.21E-06 1.41E-05 Point [25]
4.66E-07 2.04E-06 0%CE 4.66E-07 2.04E-06 Point [25]
1.44E-09 6.32E-09 0%CE 1.44E-09 6.32E-09 Point [25]
1.26E-09 5.51E-09 0%CE 1.26E-09 5.51E-09 Point [25]
2.52E-08 1.10E-07 0%CE 2.52E-08 1.10E-07 Point [25]
2.89E-07 1.26E-06 0%CE 2.89E-07 1.26E-06 Point [25]
9.32E-07 4.08E-06 0%CE 9.32E-07 4.08E-06 Point [25]
2.65E-07 1.16E-06 0%CE 2.65E-07 1.16E-06 Point [25]
Fugitive Total PM10 0.05 0.0376 Fugitive
Fugitive AO-17 calcs PM2.5 0.049 0.0376 Fugitive
Point PM10 7.214 5.771 Point
Point PM2.5 6.818 5.454 Point
Point CO 35 28 Point
Point GHG 16650 13320 Point
Point NOx 6.15 4.92 Point
Point SO2 1.7 1.36 Point
Point VOC 16 12.8 Point
Point HAP 2.677 2.142 Point
Formaldehyde Max HAP 1.550 1.240 Formaldehyde

gregate and the aggregate used is approximately 50% RAP. The maximum throughput for
of RAP in the aggregate. RAP only passes through the process once, so no scaling factor

hourly and annual process throughputs by the percentage of lime in the mixture.
phalt process for both fuel types. Emissions from the drum both from material

aximum throughput of the HMA drum.
- Organic Volatile-Based Compounds

d specific to TOC emissions from transportation of asphalt following load out.
sion factors for metal HAPs. An uncontrolled emission factor was derived based on a

rolled emission factors for organic HAPs. The uncontrolled emission factors are assumed
ic emissions.

with fabric filter
with fabric filter & No. 2 fuel oil-fired dryer or waste oil/drain oil/No. 6 fuel oil-fired

s, Table 7 prepared by EPA June 1984

-14 reference (b) notes that "Total PM is assumed to be predominantly PM-2.5 since

conveying
Staker Parson | Point of the Mountain
Removed Units
Input Input
Process Area Source Hourly
Maximum Units/Hr Annual
Maximum Units/Yr Pollutant Category Emission
Factor
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons PM10 PM10 5.86E-04
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons PM2.5 PM2.5 5.86E-04
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons CO CO 1.18E-03
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons VOC VOC 1.22E-02
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons CH4 GHG 7.92E-04
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Benzene HAP 3.90E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Bromomethane HAP 5.97E-07
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons 2-Butanone HAP 4.75E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Carbon disulfide HAP 1.95E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Chloroethane HAP 4.87E-07
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Chloromethane HAP 2.80E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Ethylbenzene HAP 4.63E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Formaldehyde HAP 8.41E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Hexane HAP 1.22E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Isooctane HAP 3.78E-08
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Methylene chloride HAP 3.29E-08
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Styrene HAP 6.58E-07
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Toluene HAP 7.56E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons m, p-Xylene HAP 2.44E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons o-Xylene HAP 6.95E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Acenaphthene HAP 1.19E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Acenaphthylene HAP 3.55E-07
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Anthracene HAP 3.30E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Benz(a)anthracene HAP 1.42E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Benzo(e)pyrene HAP 2.41E-07
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Chrysene HAP 5.33E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Fluoranthene HAP 3.81E-06
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Fluorene HAP 2.56E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons 2-Methylnaphthalene HAP 1.34E-04
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Naphthalene HAP 4.62E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Perylene HAP 7.62E-07
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Phenanthrene HAP 4.57E-05
HMA_PointEast Asphalt Storage Silos 500 tons 800,000 tons Pyrene HAP 1.12E-05
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu CO CO 0.85
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu NOX NOX 3.2
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu PM10 PM10 0.0573
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu PM2.5 PM2.5 0.0556
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu SO2 SO2 0.505
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu VOC VOC 0.0819
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu CO2 GHG 165
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu CH4 GHG 0.2025
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Benzene HAP 7.76E-04
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Toluene HAP 2.81E-04
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Xylenes HAP 1.93E-04
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Formaldehyde HAP 7.89E-05
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Acetaldehyde HAP 2.52E-05
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Acrolein HAP 7.88E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Naphthalene HAP 1.30E-04
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Acenaphthylene HAP 9.23E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Acenaphthene HAP 4.68E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Fluorene HAP 1.28E-05
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Phenanthrene HAP 4.08E-05
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Anthracene HAP 1.23E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Fluoranthene HAP 4.03E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Pyrene HAP 3.71E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Benzo(a)anthracene HAP 6.22E-07
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Chrysene HAP 1.53E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Benzo(b)fluoranthene HAP 1.11E-06
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Benzo(k)fluoranthene HAP 2.18E-07
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Benzo(a)pyrene HAP 2.57E-07
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Indeno(1,2,3-cd)pyreneHAP 4.14E-07
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Dibenz(a,h)anthracene HAP 3.46E-07
Facility Generator 1 (1000 kW)7.14 MMBtu 19,986 MMBtu Benzo(g,h,i)perylene HAP 5.56E-07
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu CO CO 0.85
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu NOX NOX 3.2
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu PM10 PM10 0.0573
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu PM2.5 PM2.5 0.0556
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu SO2 SO2 0.505
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu VOC VOC 0.0819
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu CO2 GHG 165
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu CH4 GHG 0.2025
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Benzene HAP 7.76E-04
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Toluene HAP 2.81E-04
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Xylenes HAP 1.93E-04
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Formaldehyde HAP 7.89E-05
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Acetaldehyde HAP 2.52E-05
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Acrolein HAP 7.88E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Naphthalene HAP 1.30E-04
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Acenaphthylene HAP 9.23E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Acenaphthene HAP 4.68E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Fluorene HAP 1.28E-05
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Phenanthrene HAP 4.08E-05
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Anthracene HAP 1.23E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Fluoranthene HAP 4.03E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Pyrene HAP 3.71E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Benzo(a)anthracene HAP 6.22E-07
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Chrysene HAP 1.53E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Benzo(b)fluoranthene HAP 1.11E-06
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Benzo(k)fluoranthene HAP 2.18E-07
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Benzo(a)pyrene HAP 2.57E-07
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Indeno(1,2,3-cd)pyreneHAP 4.14E-07
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Dibenz(a,h)anthracene HAP 3.46E-07
Facility Generator 2 (725 kW)4.21 MMBtu 12,634 MMBtu Benzo(g,h,i)perylene HAP 5.56E-07
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu CO CO 0.85
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu NOX NOX 3.2
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu PM10 PM10 0.0573
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu PM2.5 PM2.5 0.0556
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu SO2 SO2 0.505
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu VOC VOC 0.0819
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu CO2 GHG 165
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu CH4 GHG 0.2025
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Benzene HAP 7.76E-04
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Toluene HAP 2.81E-04
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Xylenes HAP 1.93E-04
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Formaldehyde HAP 7.89E-05
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Acetaldehyde HAP 2.52E-05
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Acrolein HAP 7.88E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Naphthalene HAP 1.30E-04
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Acenaphthylene HAP 9.23E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Acenaphthene HAP 4.68E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Fluorene HAP 1.28E-05
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Phenanthrene HAP 4.08E-05
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Anthracene HAP 1.23E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Fluoranthene HAP 4.03E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Pyrene HAP 3.71E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Benzo(a)anthracene HAP 6.22E-07
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Chrysene HAP 1.53E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Benzo(b)fluoranthene HAP 1.11E-06
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Benzo(k)fluoranthene HAP 2.18E-07
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Benzo(a)pyrene HAP 2.57E-07
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Indeno(1,2,3-cd)pyreneHAP 4.14E-07
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Dibenz(a,h)anthracene HAP 3.46E-07
Facility Generator 3 (725 kW)4.93 MMBtu 3,056 MMBtu Benzo(g,h,i)perylene HAP 5.56E-07
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu CO CO 3.65E-02
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu NOX NOX 1.46E-01
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu PM10 PM10 7.88E-03
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu PM2.5 PM2.5 6.06E-03
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu SO2 SO2 5.18E-01
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu VOC VOC 2.48E-03
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu CO2 GHG 1.63E+02
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu CH4 GHG 3.94E-02
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu N2O GHG 5.66E-01
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu POM HAP 2.41E-05
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Formaldehyde HAP 3.43E-04
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Benzene HAP 1.56E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Ethylbenzene HAP 4.64E-07
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Naphthalene HAP 8.25E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Methyl chloroform HAP 1.72E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Toluene HAP 4.53E-05
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu o-Xylene HAP 7.96E-07
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Acenaphthene HAP 1.54E-07
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Acenaphthylene HAP 1.85E-09
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Anthracene HAP 8.91E-09
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Benz(a)anthracene HAP 2.93E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Benzo(b)fluoranthene HAP 1.08E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Benzo(g,h,i)perylene HAP 1.65E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Chrysene HAP 1.74E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Dibenzo(a,h)anthracenHAP 1.22E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Fluoranthene HAP 3.53E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Fluorene HAP 3.26E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Indo(1,2,3-cd)pyrene HAP 1.56E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Phenanthrene HAP 7.66E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Pyrene HAP 3.10E-08
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu OCDD HAP 2.26E-11
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Arsenic HAP 4.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Beryllium HAP 3.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Cadmium HAP 3.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Chromium HAP 3.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Copper HAP 6.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Lead HAP 9.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Mercury HAP 3.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Manganese HAP 6.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Nickel HAP 3.00E-06
Facility Kemco Boiler (7 MMBtu/hr)7.00 MMBtu 61,320 MMBtu Selenium HAP 1.50E-05
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Hexane HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity m, p-Xylene HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity VOC VOC BTECS
Facility Gasoline Fuel Tank 900 gallons capacity Benzene HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity Biphenyl HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity Ethylbenzene HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity Hexane HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity Naphthalene HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity Toluene HAP BTECS
Facility Gasoline Fuel Tank 900 gallons capacity m, p-Xylene HAP BTECS
Units being removed that were not included in AO-17 calculations (including uncontrolled asphalt silos)
Throughputs
[51]800000 tons/year asphalt production limit
[52]Generator 1 (1,000 kW) has operation limit of 2,800 hours in current AO [II.B.5.a]0.0521
[53]Generator 2 (725 kW) has operation limit of 3,000 hours in current AO [II.B.5.a]0.0307
[54]Generator 3 (725 kW) has operation limit of 620 hours in current AO [II.B.5.a]0.0360
[55]Kemco Boiler (7 MMBtu/hr) Diesel-fired 0.0511
Emission Factor References & Assumptions:
[1] AP-42, Section 3.4, Table 3.4-1 Emission Factors for Uncontrolled Gasoline and Diesel Industrial Engines, October 1996
[2] AP-42, Section 3.4, Table 3.4-2 Particulate Emission Factors for Large Uncontrolled Stationary Diesel Engines, October 1996
[3] AP-42, Section 3.4, Table 3.4-3 Speciated Organic Compound Emission Factors for Large Uncontrolled Stationary Diesel Engines, October 1996
[4] AP-42, Section 3.4, Table 3.4-4 PAH Emissions Factors for Large Uncontrolled Stationary Diesel Engines, October 1996
[5] AP-42, Section 1.3, Table 1.3-1 Criteria Pollutant Emission Factors for Fuel Oil Combustion, May 2010
[6] AP-42, Section 1.3, Table 1.3-2 Condensible PM Emission Factors for Oil Combustion, May 2010
[7] AP-42, Section 1.3, Table 1.3-3 Emission Factors for TOC, CH4, and NMTOC from Fuel Oil Combustion, May 2010
[8] AP-42, Section 1.3, Table 1.3-7 Cumulative Particle Size Distribution and Size Specific Emission Factors for Commerical Boilers Burning Distillate Oil
[9] AP-42, Section 1.3, Table 1.3-8 Emission Factors for N2O, POM, and Formaldhyde (HCOH) from Fuel Oil Combustion, May 2010
[10] AP-42, Section 1.3, Table 1.3-9 Emission Factors for Speciated Organic Compounds from Fuel Oil Combustion, May 2010
[11] AP-42, Section 1.3, Table 1.3-10 Emission Factor Trace Elemement from Distillate Fuel Oil Combustion, May 2010
[12] AP-42, Section 1.3, Table 1.3-12 Default CO2 Emission Factor for Liquid Fuels, May 2010
[8] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-3 Particulate Matter Emission Factors for Drum Mix Hot Asphalt Plants - Dryer Uncontrolled & Drye
[9] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-4 Summary of Particulate Size Distribution for Drum Mix Dryers - Dryer Uncontrolled & Dryer Fabri
[10] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-7 Emission Factors for CO, CO2, NOx, and SO2 from Drum Mix Hot Mix Asphalt Plants - Natural ga
[11] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-8 Emission Factors for TOC, Methane, and VOC from Drum Mix Hot Mix Asphalt Plants - Natural ga
[12] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants - Natu
[13] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas or pr
[14] AP-42, 11.1 Hot Asphalt Plants, 11.1-13 Emission Factors for Hot Mix Asphalt Hot Oil Systems - natural gas fired
[16] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-14 Predictive Emission Factor Equations for Load-Out and Silo Filling Operations
[17] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-15 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Particulate-Base
[18] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-16 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Volatile-Based C
[19] Emission factors specific to PM 10 and PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of Total PM = PM10 = P
[20] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-9
[21] Emission factors specific to VOC are not provided in AP-42, thus it is conservatively estimated that TOC = VOC. Speciation of VOC emissions for H
[22] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants does not provide
[23] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants does n
[24] Fuel tank emissions are calculated using the Barr Tank Emission Calculation Spreadsheet (BTECS). The output of the calculations is included in the
[25] BTECS Calculations; speciation from AP-42, Section 11.1 Hot Mix Asphalt, Table 11.1-16 Speciation Profiles for Load-Out, Silo Filling, and Asphalt S
Calculated Calculated or controlled EF Calculated Calculated
EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission
Rate (lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
lbs/ton 2.93E-01 2.34E-01 0%CE 2.93E-01 2.34E-01 Point [51], [16], [19]
lbs/ton 2.93E-01 2.34E-01 0%CE 2.93E-01 2.34E-01 Point [51], [16], [19]
lbs/ton 5.90E-01 4.72E-01 0%CE 5.90E-01 4.72E-01 Point [51], [16], [18]
lbs/ton 6.09E+00 4.87E+00 0%CE 6.09E+00 4.87E+00 Point [51], [16], [18]
lbs CO2e/ton 3.96E-01 3.17E-01 0%CE 3.96E-01 3.17E-01 Point [51], [18]
lbs/ton 1.95E-03 1.56E-03 0%CE 1.95E-03 1.56E-03 Point [51], [18]
lbs/ton 2.99E-04 2.39E-04 0%CE 2.99E-04 2.39E-04 Point [51], [18]
lbs/ton 2.38E-03 1.90E-03 0%CE 2.38E-03 1.90E-03 Point [51], [18]
lbs/ton 9.75E-04 7.80E-04 0%CE 9.75E-04 7.80E-04 Point [51], [18]
lbs/ton 2.44E-04 1.95E-04 0%CE 2.44E-04 1.95E-04 Point [51], [18]
lbs/ton 1.40E-03 1.12E-03 0%CE 1.40E-03 1.12E-03 Point [51], [18]
lbs/ton 2.32E-03 1.85E-03 0%CE 2.32E-03 1.85E-03 Point [51], [18]
lbs/ton 4.20E-02 3.36E-02 0%CE 4.20E-02 3.36E-02 Point [51], [18]
lbs/ton 6.09E-03 4.87E-03 0%CE 6.09E-03 4.87E-03 Point [51], [18]
lbs/ton 1.89E-05 1.51E-05 0%CE 1.89E-05 1.51E-05 Point [51], [18]
lbs/ton 1.65E-05 1.32E-05 0%CE 1.65E-05 1.32E-05 Point [51], [18]
lbs/ton 3.29E-04 2.63E-04 0%CE 3.29E-04 2.63E-04 Point [51], [18]
lbs/ton 3.78E-03 3.02E-03 0%CE 3.78E-03 3.02E-03 Point [51], [18]
lbs/ton 1.22E-02 9.75E-03 0%CE 1.22E-02 9.75E-03 Point [51], [18]
lbs/ton 3.47E-03 2.78E-03 0%CE 3.47E-03 2.78E-03 Point [51], [18]
lbs/ton 5.97E-03 4.77E-03 0%CE 5.97E-03 4.77E-03 Point [51], [17]
lbs/ton 1.78E-04 1.42E-04 0%CE 1.78E-04 1.42E-04 Point [51], [17]
lbs/ton 1.65E-03 1.32E-03 0%CE 1.65E-03 1.32E-03 Point [51], [17]
lbs/ton 7.11E-04 5.69E-04 0%CE 7.11E-04 5.69E-04 Point [51], [17]
lbs/ton 1.21E-04 9.65E-05 0%CE 1.21E-04 9.65E-05 Point [51], [17]
lbs/ton 2.67E-03 2.13E-03 0%CE 2.67E-03 2.13E-03 Point [51], [17]
lbs/ton 1.90E-03 1.52E-03 0%CE 1.90E-03 1.52E-03 Point [51], [17]
lbs/ton 1.28E-02 1.03E-02 0%CE 1.28E-02 1.03E-02 Point [51], [17]
lbs/ton 6.69E-02 5.35E-02 0%CE 6.69E-02 5.35E-02 Point [51], [17]
lbs/ton 2.31E-02 1.85E-02 0%CE 2.31E-02 1.85E-02 Point [51], [17]
lbs/ton 3.81E-04 3.05E-04 0%CE 3.81E-04 3.05E-04 Point [51], [17]
lbs/ton 2.29E-02 1.83E-02 0%CE 2.29E-02 1.83E-02 Point [51], [17]
lbs/ton 5.59E-03 4.47E-03 0%CE 5.59E-03 4.47E-03 Point [51], [17]
lb/MMBtu 6.067 8.494 0%CE 6.067 8.494 Point [52], [1]
lb/MMBtu 22.841 31.977 0%CE 22.841 31.977 Point [52], [1]
lb/MMBtu 0.409 0.573 0%CE 0.409 0.573 Point [52], [2]
lb/MMBtu 0.397 0.556 0%CE 0.397 0.556 Point [52], [2]
lb/MMBtu 3.605 5.046 0%CE 3.605 5.046 Point [52], [1]
lb/MMBtu 0.585 0.818 0%CE 0.585 0.818 Point [52], [1]
lb/MMBtu 1178 1649 0%CE 1178 1649 Point [52], [1]
lb CO2e/MMB 1.45 2.02 0%CE 1.45 2.02 Point [52], [1]
lb/MMBtu 5.54E-03 7.75E-03 0%CE 5.54E-03 7.75E-03 Point [52], [3]
lb/MMBtu 2.01E-03 2.81E-03 0%CE 2.01E-03 2.81E-03 Point [52], [3]
lb/MMBtu 1.38E-03 1.93E-03 0%CE 1.38E-03 1.93E-03 Point [52], [3]
lb/MMBtu 5.63E-04 7.88E-04 0%CE 5.63E-04 7.88E-04 Point [52], [3]
lb/MMBtu 1.80E-04 2.52E-04 0%CE 1.80E-04 2.52E-04 Point [52], [3]
lb/MMBtu 5.62E-05 7.87E-05 0%CE 5.62E-05 7.87E-05 Point [52], [3]
lb/MMBtu 9.28E-04 1.30E-03 0%CE 9.28E-04 1.30E-03 Point [52], [4]
lb/MMBtu 6.59E-05 9.22E-05 0%CE 6.59E-05 9.22E-05 Point [52], [4]
lb/MMBtu 3.34E-05 4.68E-05 0%CE 3.34E-05 4.68E-05 Point [52], [4]
lb/MMBtu 9.14E-05 1.28E-04 0%CE 9.14E-05 1.28E-04 Point [52], [4]
lb/MMBtu 2.91E-04 4.08E-04 0%CE 2.91E-04 4.08E-04 Point [52], [4]
lb/MMBtu 8.78E-06 1.23E-05 0%CE 8.78E-06 1.23E-05 Point [52], [4]
lb/MMBtu 2.88E-05 4.03E-05 0%CE 2.88E-05 4.03E-05 Point [52], [4]
lb/MMBtu 2.65E-05 3.71E-05 0%CE 2.65E-05 3.71E-05 Point [52], [4]
lb/MMBtu 4.44E-06 6.22E-06 0%CE 4.44E-06 6.22E-06 Point [52], [4]
lb/MMBtu 1.09E-05 1.53E-05 0%CE 1.09E-05 1.53E-05 Point [52], [4]
lb/MMBtu 7.92E-06 1.11E-05 0%CE 7.92E-06 1.11E-05 Point [52], [4]
lb/MMBtu 1.56E-06 2.18E-06 0%CE 1.56E-06 2.18E-06 Point [52], [4]
lb/MMBtu 1.83E-06 2.57E-06 0%CE 1.83E-06 2.57E-06 Point [52], [4]
lb/MMBtu 2.96E-06 4.14E-06 0%CE 2.96E-06 4.14E-06 Point [52], [4]
lb/MMBtu 2.47E-06 3.46E-06 0%CE 2.47E-06 3.46E-06 Point [52], [4]
lb/MMBtu 3.97E-06 5.56E-06 0%CE 3.97E-06 5.56E-06 Point [52], [4]
lb/MMBtu 3.580 5.370 0%CE 3.580 5.370 Point [52], [1]
lb/MMBtu 13.476 20.215 0%CE 13.476 20.215 Point [52], [1]
lb/MMBtu 0.241 0.362 0%CE 0.241 0.362 Point [52], [2]
lb/MMBtu 0.234 0.351 0%CE 0.234 0.351 Point [52], [2]
lb/MMBtu 2.127 3.190 0%CE 2.127 3.190 Point [52], [1]
lb/MMBtu 0.345 0.517 0%CE 0.345 0.517 Point [52], [1]
lb/MMBtu 695 1042 0%CE 695 1042 Point [52], [1]
lb CO2e/MMB 0.85 1.28 0%CE 0.85 1.28 Point [52], [1]
lb/MMBtu 3.27E-03 4.90E-03 0%CE 3.27E-03 4.90E-03 Point [52], [3]
lb/MMBtu 1.18E-03 1.78E-03 0%CE 1.18E-03 1.78E-03 Point [52], [3]
lb/MMBtu 8.13E-04 1.22E-03 0%CE 8.13E-04 1.22E-03 Point [52], [3]
lb/MMBtu 3.32E-04 4.98E-04 0%CE 3.32E-04 4.98E-04 Point [52], [3]
lb/MMBtu 1.06E-04 1.59E-04 0%CE 1.06E-04 1.59E-04 Point [52], [3]
lb/MMBtu 3.32E-05 4.98E-05 0%CE 3.32E-05 4.98E-05 Point [52], [3]
lb/MMBtu 5.47E-04 8.21E-04 0%CE 5.47E-04 8.21E-04 Point [52], [4]
lb/MMBtu 3.89E-05 5.83E-05 0%CE 3.89E-05 5.83E-05 Point [52], [4]
lb/MMBtu 1.97E-05 2.96E-05 0%CE 1.97E-05 2.96E-05 Point [52], [4]
lb/MMBtu 5.39E-05 8.09E-05 0%CE 5.39E-05 8.09E-05 Point [52], [4]
lb/MMBtu 1.72E-04 2.58E-04 0%CE 1.72E-04 2.58E-04 Point [52], [4]
lb/MMBtu 5.18E-06 7.77E-06 0%CE 5.18E-06 7.77E-06 Point [52], [4]
lb/MMBtu 1.70E-05 2.55E-05 0%CE 1.70E-05 2.55E-05 Point [52], [4]
lb/MMBtu 1.56E-05 2.34E-05 0%CE 1.56E-05 2.34E-05 Point [52], [4]
lb/MMBtu 2.62E-06 3.93E-06 0%CE 2.62E-06 3.93E-06 Point [52], [4]
lb/MMBtu 6.44E-06 9.67E-06 0%CE 6.44E-06 9.67E-06 Point [52], [4]
lb/MMBtu 4.67E-06 7.01E-06 0%CE 4.67E-06 7.01E-06 Point [52], [4]
lb/MMBtu 9.18E-07 1.38E-06 0%CE 9.18E-07 1.38E-06 Point [52], [4]
lb/MMBtu 1.08E-06 1.62E-06 0%CE 1.08E-06 1.62E-06 Point [52], [4]
lb/MMBtu 1.74E-06 2.62E-06 0%CE 1.74E-06 2.62E-06 Point [52], [4]
lb/MMBtu 1.46E-06 2.19E-06 0%CE 1.46E-06 2.19E-06 Point [52], [4]
lb/MMBtu 2.34E-06 3.51E-06 0%CE 2.34E-06 3.51E-06 Point [52], [4]
lb/MMBtu 4.190 1.299 0%CE 4.190 1.299 Point [52], [1]
lb/MMBtu 15.774 4.890 0%CE 15.774 4.890 Point [52], [1]
lb/MMBtu 0.282 0.088 0%CE 0.282 0.088 Point [52], [2]
lb/MMBtu 0.274 0.085 0%CE 0.274 0.085 Point [52], [2]
lb/MMBtu 2.489 0.772 0%CE 2.489 0.772 Point [52], [1]
lb/MMBtu 0.404 0.125 0%CE 0.404 0.125 Point [52], [1]
lb/MMBtu 813 252 0%CE 813 252 Point [52], [1]
lb CO2e/MMB 1.00 0.31 0%CE 1.00 0.31 Point [52], [1]
lb/MMBtu 3.83E-03 1.19E-03 0%CE 3.83E-03 1.19E-03 Point [52], [3]
lb/MMBtu 1.39E-03 4.29E-04 0%CE 1.39E-03 4.29E-04 Point [52], [3]
lb/MMBtu 9.51E-04 2.95E-04 0%CE 9.51E-04 2.95E-04 Point [52], [3]
lb/MMBtu 3.89E-04 1.21E-04 0%CE 3.89E-04 1.21E-04 Point [52], [3]
lb/MMBtu 1.24E-04 3.85E-05 0%CE 1.24E-04 3.85E-05 Point [52], [3]
lb/MMBtu 3.88E-05 1.20E-05 0%CE 3.88E-05 1.20E-05 Point [52], [3]
lb/MMBtu 6.41E-04 1.99E-04 0%CE 6.41E-04 1.99E-04 Point [52], [4]
lb/MMBtu 4.55E-05 1.41E-05 0%CE 4.55E-05 1.41E-05 Point [52], [4]
lb/MMBtu 2.31E-05 7.15E-06 0%CE 2.31E-05 7.15E-06 Point [52], [4]
lb/MMBtu 6.31E-05 1.96E-05 0%CE 6.31E-05 1.96E-05 Point [52], [4]
lb/MMBtu 2.01E-04 6.23E-05 0%CE 2.01E-04 6.23E-05 Point [52], [4]
lb/MMBtu 6.06E-06 1.88E-06 0%CE 6.06E-06 1.88E-06 Point [52], [4]
lb/MMBtu 1.99E-05 6.16E-06 0%CE 1.99E-05 6.16E-06 Point [52], [4]
lb/MMBtu 1.83E-05 5.67E-06 0%CE 1.83E-05 5.67E-06 Point [52], [4]
lb/MMBtu 3.07E-06 9.50E-07 0%CE 3.07E-06 9.50E-07 Point [52], [4]
lb/MMBtu 7.54E-06 2.34E-06 0%CE 7.54E-06 2.34E-06 Point [52], [4]
lb/MMBtu 5.47E-06 1.70E-06 0%CE 5.47E-06 1.70E-06 Point [52], [4]
lb/MMBtu 1.07E-06 3.33E-07 0%CE 1.07E-06 3.33E-07 Point [52], [4]
lb/MMBtu 1.27E-06 3.93E-07 0%CE 1.27E-06 3.93E-07 Point [52], [4]
lb/MMBtu 2.04E-06 6.33E-07 0%CE 2.04E-06 6.33E-07 Point [52], [4]
lb/MMBtu 1.71E-06 5.29E-07 0%CE 1.71E-06 5.29E-07 Point [52], [4]
lb/MMBtu 2.74E-06 8.50E-07 0%CE 2.74E-06 8.50E-07 Point [52], [4]
lb/MMBtu 0.255 1.119 0%CE 0.255 1.119 Point [53], [5]
lb/MMBtu 1.022 4.476 0%CE 1.022 4.476 Point [53], [5]
lb/MMBtu 0.055 0.242 0%CE 0.055 0.242 Point [53], [5], [6], [8]
lb/MMBtu 0.042 0.186 0%CE 0.042 0.186 Point [53], [5], [6], [8]
lb/MMBtu 3.628 15.889 0%CE 3.628 15.889 Point [53], [5]
lb/MMBtu 0.017 0.076 0%CE 0.017 0.076 Point [53], [7]
lb/MMBtu 1139 4991 0%CE 1139 4991 Point [53], [12]
lb CO2e/MM 0.276 1.208 0%CE 0.276 1.208 Point [53], [7]
lb CO2e/MM 3.959 17.340 0%CE 3.959 17.340 Point [53], [9]
lb/MMBtu 1.69E-04 7.39E-04 0%CE 1.69E-04 7.39E-04 Point [53], [9]
lb/MMBtu 2.40E-03 1.05E-02 0%CE 2.40E-03 1.05E-02 Point [53], [9]
lb/MMBtu 1.09E-05 4.79E-05 0%CE 1.09E-05 4.79E-05 Point [53], [10]
lb/MMBtu 3.25E-06 1.42E-05 0%CE 3.25E-06 1.42E-05 Point [53], [10]
lb/MMBtu 5.77E-05 2.53E-04 0%CE 5.77E-05 2.53E-04 Point [53], [10]
lb/MMBtu 1.21E-05 5.28E-05 0%CE 1.21E-05 5.28E-05 Point [53], [10]
lb/MMBtu 3.17E-04 1.39E-03 0%CE 3.17E-04 1.39E-03 Point [53], [10]
lb/MMBtu 5.57E-06 2.44E-05 0%CE 5.57E-06 2.44E-05 Point [53], [10]
lb/MMBtu 1.08E-06 4.72E-06 0%CE 1.08E-06 4.72E-06 Point [53], [10]
lb/MMBtu 1.29E-08 5.66E-08 0%CE 1.29E-08 5.66E-08 Point [53], [10]
lb/MMBtu 6.23E-08 2.73E-07 0%CE 6.23E-08 2.73E-07 Point [53], [10]
lb/MMBtu 2.05E-07 8.97E-07 0%CE 2.05E-07 8.97E-07 Point [53], [10]
lb/MMBtu 7.56E-08 3.31E-07 0%CE 7.56E-08 3.31E-07 Point [53], [10]
lb/MMBtu 1.15E-07 5.06E-07 0%CE 1.15E-07 5.06E-07 Point [53], [10]
lb/MMBtu 1.22E-07 5.33E-07 0%CE 1.22E-07 5.33E-07 Point [53], [10]
lb/MMBtu 8.53E-08 3.74E-07 0%CE 8.53E-08 3.74E-07 Point [53], [10]
lb/MMBtu 2.47E-07 1.08E-06 0%CE 2.47E-07 1.08E-06 Point [53], [10]
lb/MMBtu 2.28E-07 1.00E-06 0%CE 2.28E-07 1.00E-06 Point [53], [10]
lb/MMBtu 1.09E-07 4.79E-07 0%CE 1.09E-07 4.79E-07 Point [53], [10]
lb/MMBtu 5.36E-07 2.35E-06 0%CE 5.36E-07 2.35E-06 Point [53], [10]
lb/MMBtu 2.17E-07 9.51E-07 0%CE 2.17E-07 9.51E-07 Point [53], [10]
lb/MMBtu 1.58E-10 6.94E-10 0%CE 1.58E-10 6.94E-10 Point [53], [10]
lb/MMBtu 2.80E-05 1.23E-04 0%CE 2.80E-05 1.23E-04 Point [53], [11]
lb/MMBtu 2.10E-05 9.20E-05 0%CE 2.10E-05 9.20E-05 Point [53], [11]
lb/MMBtu 2.10E-05 9.20E-05 0%CE 2.10E-05 9.20E-05 Point [53], [11]
lb/MMBtu 2.10E-05 9.20E-05 0%CE 2.10E-05 9.20E-05 Point [53], [11]
lb/MMBtu 4.20E-05 1.84E-04 0%CE 4.20E-05 1.84E-04 Point [53], [11]
lb/MMBtu 6.30E-05 2.76E-04 0%CE 6.30E-05 2.76E-04 Point [53], [11]
lb/MMBtu 2.10E-05 9.20E-05 0%CE 2.10E-05 9.20E-05 Point [53], [11]
lb/MMBtu 4.20E-05 1.84E-04 0%CE 4.20E-05 1.84E-04 Point [53], [11]
lb/MMBtu 2.10E-05 9.20E-05 0%CE 2.10E-05 9.20E-05 Point [53], [11]
lb/MMBtu 1.05E-04 4.60E-04 0%CE 1.05E-04 4.60E-04 Point [53], [11]
-1.05E-05 4.59E-05 0%CE 1.05E-05 4.59E-05 Point [24]
-3.45E-07 1.51E-06 0%CE 3.45E-07 1.51E-06 Point [24]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [24]
-1.30E-07 5.68E-07 0%CE 1.30E-07 5.68E-07 Point [24]
-1.28E-06 5.60E-06 0%CE 1.28E-06 5.60E-06 Point [24]
-9.46E-08 4.14E-07 0%CE 9.46E-08 4.14E-07 Point [24]
-1.75E-08 7.67E-08 0%CE 1.75E-08 7.67E-08 Point [24]
-6.16E-07 2.70E-06 0%CE 6.16E-07 2.70E-06 Point [24]
-1.75E-07 7.68E-07 0%CE 1.75E-07 7.68E-07 Point [24]
-1.07E-02 4.69E-02 0%CE 1.07E-02 4.69E-02 Point [24]
-6.89E-05 3.02E-04 0%CE 6.89E-05 3.02E-04 Point [24]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [24]
-6.22E-06 2.72E-05 0%CE 6.22E-06 2.72E-05 Point [24]
-7.77E-05 3.40E-04 0%CE 7.77E-05 3.40E-04 Point [24]
-4.33E-08 1.90E-07 0%CE 4.33E-08 1.90E-07 Point [24]
-8.68E-05 3.80E-04 0%CE 8.68E-05 3.80E-04 Point [24]
-1.99E-06 8.72E-06 0%CE 1.99E-06 8.72E-06 Point [24]
Total PM10 0 0 Fugitive
PM2.5 0 0 Fugitive
PM10 -1.281 -1.498 Point
PM2.5 -1.240 -1.412 Point
CO -14.682 -16.753 Point
GHG -3,833 -7,956 Point
NOx -53.113 -61.557 Point
SO2 -11.848 -24.898 Point
VOC -7.444 -6.412 Point
Total HAP -0.251 -0.221 Point
Formaldeh -4.57E-02 -4.56E-02
Benzene -1.46E-02 -1.55E-02
Hexane -6.09E-03 -4.88E-03
Toluene -8.67E-03 -9.42E-03
10^3gal 7.1 MMBtu/hr
10^3gal 4.2 MMBtu/hr
10^3gal 4.9 MMBtu/hr
10^3gal 7.0 MMBtu/hr
not provide uncontrolled emission factors for organic HAPs. The uncontrolled emission factors are assumed to be equal to the controlled emission
factors since it is assumed that the fabric filter used as control in the data provided by AP-42 would not significantly reduce organic emissi
ions.
Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category
Uncontrolled
Emission
Factor
Aggregate Dozer 1 dozer 4,500 hours PM10 PM10 4.37E-01
Aggregate Dozer 1 dozer 4,500 hours PM2.5 PM2.5 2.68E-01
Aggregate Loader to Hopper 890 tons 7,800,000 tons PM10 PM10 1.60E-05
Aggregate Loader to Hopper 890 tons 7,800,000 tons PM2.5 PM2.5 2.40E-06
Aggregate Jaw Crushers 890 tons 7,800,000 tons PM10 PM10 2.40E-03
Aggregate Jaw Crushers 890 tons 7,800,000 tons PM2.5 PM2.5 3.60E-04
Aggregate Cone Crushers 1,024 tons 8,970,000 tons PM10 PM10 2.40E-03
Aggregate Cone Crushers 1,024 tons 8,970,000 tons PM2.5 PM2.5 3.60E-04
Aggregate VSI Crushers 1,024 tons 8,970,000 tons PM10 PM10 2.40E-03
Aggregate VSI Crushers 1,024 tons 8,970,000 tons PM2.5 PM2.5 3.60E-04
Aggregate VSI Screens 1,024 tons 8,970,000 tons PM10 PM10 8.70E-03
Aggregate VSI Screens 1,024 tons 8,970,000 tons PM2.5 PM2.5 1.31E-03
Aggregate Hopper Screens 890 tons 7,800,000 tons PM10 PM10 8.70E-03
Aggregate Hopper Screens 890 tons 7,800,000 tons PM2.5 PM2.5 1.31E-03
Aggregate Cone Crusher Screens 1,024 tons 8,970,000 tons PM10 PM10 8.70E-03
Aggregate Cone Crusher Screens 1,024 tons 8,970,000 tons PM2.5 PM2.5 1.31E-03
Aggregate Conveyors 26,712 tons 234,000,000 tons PM10 PM10 1.10E-03
Aggregate Conveyors 26,712 tons 234,000,000 tons PM2.5 PM2.5 1.65E-04
Aggregate Truck Loading 890 tons 7,800,000 tons PM10 PM10 1.00E-04
Aggregate Truck Loading 890 tons 7,800,000 tons PM2.5 PM2.5 1.50E-05
Maximum Throughput Comments & Assumptions:
Jaw crushers are AO items II.A.10 & II.A.11 in AO, AO lists the following for Jaw Crusher capacities: 700 tph, 500 tph, 500 tph.
Cone crushers are AO items II.A.7, II.A.8, and II.A.9, AO lists the following for Cone Crusher: 2 @ 700 tph, 2 @ 500 tph, 1 @ 300 tph.
Throughputs Annual
[51] 4,500 hours/yr Dozer DAQE-AN11240013-17 II.B.1.a.D limit
[52] 7,800,000 tons/yr Processed Agreggate DAQE-AN11240013-017 II.B.1.a.D limit
[53] 8,970,000 tons/yr Cone Crushers, VSI Crushers, VSI Screens = Agreggrate Limit * 1.15
Emission Factor References & Assumptions:
--> PM2.5 = TSP * 0.105 (lb/hr operation)---> PM10 = PM<15 * 0.75 (lb/hr operation)
- Crushers and screens used in the aggregate process have maximum hourly capacity ratings ranging from 300-700 tons per hour. The crushers and screens used
feed into the process is limited to the maximum capacity for the crusher or screen. The site is limited to 7,800,000 tons of aggregate production per 12-month ro
operation per year. The hourly maximum production rate based on the 12-month rolling limit divided by 8760 hours per 12 months is used for calculating the wo
highest rated crusher or screen.
- Materials processed through the crushers and screens associated with the aggregate process are sometimes processed through a crusher or screen multiple tim
aggregate production process, a scaling factor was applied to the 7,800,000 tons of aggregate production per 12-months rolling limit. The scaling factor used is a
crushers = 1.15 scaling factor.
[8] Emissions from source are controlled by wet suppression. Controlled emission calculations are based on emission factors from the applicable section of AP-42
[9] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Fragmented stone
[1] AP-42 Section11.9 Western Surface Coal Mining, Table 11.9-1 - Bulldozing Overburden
[2] Calculations use moisture content geometric mean values listed in AP-42, 11.9 Western Surface Coal Mining, Table 11.9-3 - Bulldozers Overburden and default
[3] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Tertiary Crushing (units are in lb/ton of material throughput)
[4] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Screening (units are in lb/ton of material throughput)
[5] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Conveyor Transfer Point (units are in lb/ton of material throughp
[6] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Conveyor, crushed stone (units are in lb/ton of m
[7] PM2.5 speciation ratio of 0.15 PM2.5/PM10 applied to PM2.5 emission factor used in uncontrolled emission calculation based on MRI Background Document
110397), Table 1. Proposed Particle Size Ratios for AP-42 - Aggregate Handling and Storage Piles prepared for the WRAP by Midwest Research Institute finalized 1
VSI Crushers are AO items II.A.5 & II.A.6, AO lists the following for VSI Crusher: 4 @ 700 tph, 1 @ 300 tph.
Screens are AO items II.A.2, II.A.3, II.A.4, AO lists the following for Screens: 17 @ 700 tph, 2 @ 500 tph, 1 @ 300 tph.
- There is one bulldozer used with aggregate production at POTM. The dozer is limited to 4500 hours of operation per 12-months rolling.
PM<15
Calculated Calculated Calculated Calculated
EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency or
Controlled EF
CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission Type References
lbs/hr 0.44 0.98 0%CE 0.44 0.98 Fugitive [1], [2], [51]
lbs/hr 0.27 0.60 0%CE 0.27 0.60 Fugitive [1], [2], [51]
lbs/ton 0.01 0.06 0%CE 0.01 0.06 Fugitive [9] ,[52]
lbs/ton 0.00 0.01 0%CE 0.00 0.01 Fugitive [7], [9], [52]
lbs/ton 2.14 9.36 5.40E-04 lbs/ton 0.48 2.11 Point [3], [8], [52]
lbs/ton 0.32 1.40 1.00E-04 lbs/ton 0.09 0.39 Point [3], [7], [8], [52]
lbs/ton 2.46 10.76 5.40E-04 lbs/ton 0.55 2.42 Point [3], [8], [53]
lbs/ton 0.37 1.61 1.00E-04 lbs/ton 0.10 0.45 Point [3], [7], [8], [53]
lbs/ton 2.46 10.76 5.40E-04 lbs/ton 0.55 2.42 Point [3], [8], [53]
lbs/ton 0.37 1.61 1.00E-04 lbs/ton 0.10 0.45 Point [3], [7], [8], [53]
lbs/ton 8.91 39.02 7.40E-04 lbs/ton 0.76 3.32 Point [4], [8], [53]
lbs/ton 1.34 5.85 5.00E-05 lbs/ton 0.05 0.22 Point [4], [7], [8], [53]
lbs/ton 7.75 33.93 7.40E-04 lbs/ton 0.66 2.89 Point [4], [8], [52]
lbs/ton 1.16 5.09 5.00E-05 lbs/ton 0.04 0.20 Point [4], [7], [8], [52]
lbs/ton 8.91 39.02 7.40E-04 lbs/ton 0.76 3.32 Point [4], [8], [53]
lbs/ton 1.34 5.85 5.00E-05 lbs/ton 0.05 0.22 Point [4], [7], [8], [53]
lbs/ton 29.38 128.70 4.60E-05 lbs/ton 1.23 5.38 Point [5], [8]
lbs/ton 4.41 19.31 1.30E-05 lbs/ton 0.35 1.52 Point [5], [8]
lbs/ton 0.09 0.39 0%CE 0.09 0.39 Fugitive [6], [8], [52]
lbs/ton 0.01 0.06 0%CE 0.01 0.06 Fugitive [6], [8], [52]
Total PM10 4.990 21.856 Point
PM2.5 0.788 3.452 Point
PM10 0.540 1.435 Fugitive
PM2.5 0.283 0.670 Fugitive

for aggregate processing are aligned in series, meaning that the maximum amount of aggregate they can
lling, which equates to approximately 890 tons of aggregate production per hour based on 8760 hours of
rst-case short-term emissions from the facility since the 890 tons per hour value is greater than the

mes to achieve a certain size. To account for additional emissions from the recycling of materials in the
historical engineering estimate. Jaw crushers = No scaling factor; Cone crushers = 1.15 scaling factor; VSI

2 for a process with wet suppression as a control method.

t UDAQ silt surface content for piles

put)
material throughput)
for Revisions to Fine Fraction Ratios Used for AP-42 Fugitive Dust Emission Factors (MRI Project No.
11/1/2006

Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor
Facility Storage Piles 44 acres 365 days PM10 PM10 6.30E+00
Facility Storage Piles 44 acres 365 days PM2.5 PM2.5 9.54E-01
Facility Disturbed Ground 31.0 acres 31.0 acres PM10 PM10 0.190
Facility Disturbed Ground 31.0 acres 31.0 acres PM2.5 PM2.5 0.029
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Hexane HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity m, p-Xylene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Hexane HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity m, p-Xylene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Hexane HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity m, p-Xylene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Hexane HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity m, p-Xylene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity VOC VOC BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Benzene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Biphenyl HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Ethylbenzene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Hexane HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Naphthalene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Toluene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity m, p-Xylene HAP BTECS
Facility Unpaved Roads - RMC-PW Haul Truck 1.847 VMT 4,964.66 VMT PM10 PM10 2.16
Facility Unpaved Roads - RMC-PW Haul Truck 1.847 VMT 4,964.66 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - RMC-PW Loader 7.268 VMT 19,532.68 VMT PM10 PM10 1.63
Facility Unpaved Roads - RMC-PW Loader 7.268 VMT 19,532.68 VMT PM2.5 PM2.5 0.16
Facility Unpaved Roads - RMC-PS Haul Truck 0.441 VMT 1,185.65 VMT PM10 PM10 2.16
Facility Unpaved Roads - RMC-PS Haul Truck 0.441 VMT 1,185.65 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - RMC-PS Haul Truck - Bin 6.746 VMT 18,129.48 VMT PM10 PM10 2.16
Facility Unpaved Roads - RMC-PS Haul Truck - Bin 6.746 VMT 18,129.48 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - RMC-PS Loader 1.391 VMT 3,737.65 VMT PM10 PM10 1.63
Facility Unpaved Roads - RMC-PS Loader 1.391 VMT 3,737.65 VMT PM2.5 PM2.5 0.16
Facility Unpaved Roads - Aggregate Haul Truck 10.944 VMT 95,872.91 VMT PM10 PM10 2.16
Facility Unpaved Roads - Aggregate Haul Truck 10.944 VMT 95,872.91 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - Aggregate Loaders 13.491 VMT 118,181.82 VMT PM10 PM10 2.09
Facility Unpaved Roads - Aggregate Loaders 13.491 VMT 118,181.82 VMT PM2.5 PM2.5 0.21
Facility Unpaved Roads - Aggregate Loader - Final 3.314 VMT 29,030.87 VMT PM10 PM10 2.09
Facility Unpaved Roads - Aggregate Loader - Final 3.314 VMT 29,030.87 VMT PM2.5 PM2.5 0.21
Facility Unpaved Roads - HMA Haul Trucks 8.817 VMT 14,106.88 VMT PM10 PM10 2.16
Facility Unpaved Roads - HMA Haul Trucks 8.817 VMT 14,106.88 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - HMA Loader - RAP 1.799 VMT 2,878.51 VMT PM10 PM10 1.63
Facility Unpaved Roads - HMA Loader - RAP 1.799 VMT 2,878.51 VMT PM2.5 PM2.5 0.16
Facility Unpaved Roads - HMA Loader - Agg 3.116 VMT 4,984.85 VMT PM10 PM10 1.63
Facility Unpaved Roads - HMA Loader - Agg 3.116 VMT 4,984.85 VMT PM2.5 PM2.5 0.16
Facility Paved Roads - RMC-PW Haul Truck 6.119 VMT 16,444.49 VMT PM10 PM10 2.16
Facility Paved Roads - RMC-PW Haul Truck 6.119 VMT 16,444.49 VMT PM2.5 PM2.5 0.22
Facility Paved Roads - Aggregate Haul Truck 13.60 VMT 119,147.73 VMT PM10 PM10 2.16
Facility Paved Roads - Aggregate Haul Truck 13.60 VMT 119,147.73 VMT PM2.5 PM2.5 0.22
Facility Paved Roads - HMA Haul Trucks 13.29 VMT 21,270.40 VMT PM10 PM10 2.16
Facility Paved Roads - HMA Haul Trucks 13.29 VMT 21,270.40 VMT PM2.5 PM2.5 0.22
Throughput Comments & Assumptions:
Emission Factor References & Assumptions:
[1] AP-42 4th Edition (09/1985), Table 8.19.1-1 Wind erosion of exposed areas; PM10 = 6.3 lb/acre-day
[2] Assumed that PM2.5 is equal to PM10
[3] Control efficiencies are based on data provided in AP-42, Appendix B.2 Generalized Particle Size Distributions, Table B.2-3, Row 061 - Dust Suppression by Water s
PM2.5 40%AP-42 Section 13.2.4 DistribuPM2.5 5.3%6.1%
PM2.5-6 65%PM2.5-6 16.7%31.0%
PM6-10 90%PM6-10 13.0%33.4%
Composite PM10 71%Total PM10 35%
[4] Emission Factor: AP-42 Fourth Edition (09/1988), Section 11.9 Western Surface Coal Mining, Table 11.9-4 Wind erosion of exposed areas for TSP multiplied by spe
[5] AP-42, Section 13.2.2 Unpaved Roads & Utah DAQ Haul Road Guidance, Refer to EF_REF tab for inputs used to establish emission factors.
[8] Fuel tank emissions are calculated using the Barr Tank Emission Calculation Spreadsheet (BTECS). The output of the calculations is included in the table. Refer to B
- Acreage of storage piles and disturbed ground is estimated by Staker Parson based on aerial photography.
- Vehicle miles traveled (VMT) for trucks and loaders were estimated based on one-way road lengths identified on aerial photography. For road lengths that were rou
[6] Control efficiency based on use of chemical supressant and watering, which is assumed to be 85% efficient based on documention from the Utah Department of E
1:47 PM)
[7] Control efficiency based on use of paving with vacuum sweeping & watering, which is assumed to be 95% efficient based on documention from the Utah Departm
Calculated Calculated or controlled EF Calculated Calculated
EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
lbs/acre-day 11.55 50.59 71% - 3.41 14.92 Fugitive [1], [3]
lbs/acre-day 1.75 7.66 40% - 1.05 4.60 Fugitive [1], [2], [3]
tons/acre-year 1.34 5.89 0%CE 1.34 5.89 Fugitive [4]
tons/acre-year 0.04 0.88 0%CE 0.04 0.88 Fugitive [4]
-2.33E-04 1.02E-03 0%CE 2.33E-04 1.02E-03 Point [8]
-7.64E-06 3.34E-05 0%CE 7.64E-06 3.34E-05 Point [8]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [8]
-2.87E-06 1.26E-05 0%CE 2.87E-06 1.26E-05 Point [8]
-2.89E-05 1.27E-04 0%CE 2.89E-05 1.27E-04 Point [8]
-2.12E-06 9.29E-06 0%CE 2.12E-06 9.29E-06 Point [8]
-1.38E-05 6.03E-05 0%CE 1.38E-05 6.03E-05 Point [8]
-1.14E-05 4.99E-05 0%CE 1.14E-05 4.99E-05 Point [8]
-5.24E-06 2.30E-05 0%CE 5.24E-06 2.30E-05 Point [8]
-3.18E-04 1.39E-03 0%CE 3.18E-04 1.39E-03 Point [8]
-1.04E-05 4.57E-05 0%CE 1.04E-05 4.57E-05 Point [8]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [8]
-3.92E-06 1.72E-05 0%CE 3.92E-06 1.72E-05 Point [8]
-3.95E-05 1.73E-04 0%CE 3.95E-05 1.73E-04 Point [8]
-2.90E-06 1.27E-05 0%CE 2.90E-06 1.27E-05 Point [8]
-5.19E-07 2.27E-06 0%CE 5.19E-07 2.27E-06 Point [8]
-1.88E-05 8.24E-05 0%CE 1.88E-05 8.24E-05 Point [8]
-5.24E-06 2.30E-05 0%CE 5.24E-06 2.30E-05 Point [8]
-3.40E-04 1.49E-03 0%CE 3.40E-04 1.49E-03 Point [8]
-1.11E-05 4.88E-05 0%CE 1.11E-05 4.88E-05 Point [8]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [8]
-4.19E-06 1.83E-05 0%CE 4.19E-06 1.83E-05 Point [8]
-4.22E-05 1.85E-04 0%CE 4.22E-05 1.85E-04 Point [8]
-3.10E-06 1.36E-05 0%CE 3.10E-06 1.36E-05 Point [8]
-5.54E-07 2.43E-06 0%CE 5.54E-07 2.43E-06 Point [8]
-2.01E-05 8.80E-05 0%CE 2.01E-05 8.80E-05 Point [8]
-5.60E-06 2.45E-05 0%CE 5.60E-06 2.45E-05 Point [8]
-2.36E-04 1.04E-03 0%CE 2.36E-04 1.04E-03 Point [8]
-7.75E-06 3.39E-05 0%CE 7.75E-06 3.39E-05 Point [8]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [8]
-2.91E-06 1.28E-05 0%CE 2.91E-06 1.28E-05 Point [8]
-2.93E-05 1.28E-04 0%CE 2.93E-05 1.28E-04 Point [8]
-2.15E-06 9.43E-06 0%CE 2.15E-06 9.43E-06 Point [8]
-3.86E-07 1.69E-06 0%CE 3.86E-07 1.69E-06 Point [8]
-1.40E-05 6.11E-05 0%CE 1.40E-05 6.11E-05 Point [8]
-3.90E-06 1.71E-05 0%CE 3.90E-06 1.71E-05 Point [8]
-2.84E-02 1.25E-01 0%CE 2.84E-02 1.25E-01 Point [8]
-1.87E-04 8.18E-04 0%CE 1.87E-04 8.18E-04 Point [8]
-0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [8]
-1.70E-05 7.46E-05 0%CE 1.70E-05 7.46E-05 Point [8]
-2.10E-04 9.19E-04 0%CE 2.10E-04 9.19E-04 Point [8]
-1.21E-07 5.28E-07 0%CE 1.21E-07 5.28E-07 Point [8]
-2.36E-04 1.04E-03 0%CE 2.36E-04 1.04E-03 Point [8]
-5.50E-06 2.41E-05 0%CE 5.50E-06 2.41E-05 Point [8]
lbs/VMT 3.98 5.35 85%CE 5.97E-01 8.03E-01 Fugitive [5], [6]
lbs/VMT 0.40 0.54 85%CE 5.97E-02 8.03E-02 Fugitive [5], [6]
lbs/VMT 11.83 15.90 85%CE 1.78E+00 2.39E+00 Fugitive [5], [6]
lbs/VMT 1.18 1.59 85%CE 1.78E-01 2.39E-01 Fugitive [5], [6]
lbs/VMT 0.95 1.28 85%CE 1.43E-01 1.92E-01 Fugitive [5], [6]
lbs/VMT 0.10 0.13 85%CE 1.43E-02 1.92E-02 Fugitive [5], [6]
lbs/VMT 14.55 19.55 85%CE 2.18E+00 2.93E+00 Fugitive [5], [6]
lbs/VMT 1.45 1.95 85%CE 2.18E-01 2.93E-01 Fugitive [5], [6]
lbs/VMT 2.26 3.04 85%CE 3.40E-01 4.56E-01 Fugitive [5], [6]
lbs/VMT 0.23 0.30 85%CE 3.40E-02 4.56E-02 Fugitive [5], [6]
lbs/VMT 23.60 103.36 85%CE 3.54E+00 1.55E+01 Fugitive [5], [6]
lbs/VMT 2.36 10.34 85%CE 3.54E-01 1.55E+00 Fugitive [5], [6]
lbs/VMT 28.14 123.24 85%CE 4.22E+00 1.85E+01 Fugitive [5], [6]
lbs/VMT 2.81 12.32 85%CE 4.22E-01 1.85E+00 Fugitive [5], [6]
lbs/VMT 6.91 30.27 85%CE 1.04E+00 4.54E+00 Fugitive [5], [6]
lbs/VMT 0.69 3.03 85%CE 1.04E-01 4.54E-01 Fugitive [5], [6]
lbs/VMT 19.01 15.21 85%CE 2.85E+00 2.28E+00 Fugitive [5], [6]
lbs/VMT 1.90 1.52 85%CE 2.85E-01 2.28E-01 Fugitive [5], [6]
lbs/VMT 2.93 2.34 85%CE 4.39E-01 3.52E-01 Fugitive [5], [6]
lbs/VMT 0.29 0.23 85%CE 4.39E-02 3.52E-02 Fugitive [5], [6]
lbs/VMT 5.07 4.06 85%CE 7.61E-01 6.09E-01 Fugitive [5], [6]
lbs/VMT 0.51 0.41 85%CE 7.61E-02 6.09E-02 Fugitive [5], [6]
lbs/VMT 13.19 17.73 95%CE 6.60E-01 8.86E-01 Fugitive [5], [7]
lbs/VMT 1.32 1.77 95%CE 6.60E-02 8.86E-02 Fugitive [5], [7]
lbs/VMT 29.33 128.46 95%CE 1.47E+00 6.42E+00 Fugitive [5], [7]
lbs/VMT 2.93 12.85 95%CE 1.47E-01 6.42E-01 Fugitive [5], [7]
lbs/VMT 28.67 22.93 95%CE 1.43E+00 1.15E+00 Fugitive [5], [7]
lbs/VMT 2.87 2.29 95%CE 1.43E-01 1.15E-01 Fugitive [5], [7]
Total PM10 26.197 77.811 Fugitive
PM2.5 3.231 11.180 Fugitive
VOC 0.030 0.129 Point
sprays
15.14%PM2.5 as fraction of PM10
eciation factor from AP-42 Chapter 13.2.5 Industrial Wind Erosion, Section 13.2.5.3. Current AP-42 does not include this source.
BTECS document for details associated with calculations.

und trip, the one-way road length was calculated by dividing the round trip road length by 2. Units that
Environmental Quality Emissions Calculation Spreadsheets (https://deq.utah.gov/air-quality/emissions-calculations-spreadsheets, Revision Date: 07/07/2021

ment of Environmental Quality Emissions Calculation Spreadsheets (https://deq.utah.gov/air-quality/emissions-calculations-spreadsheets, Revision Date:
Staker Parson | Point of the Mountain
Potential to Emit
Process Area Source
RMC - PS Aggregate Transfer to Elevated Bin
Cement Loading to Storage Silo
Cement Supplement Loading to Storage Silo
Loader to Hopper
Mixer Loading
Sand Transfer to Elevated Bin
Water Heater #1
Weigh Hopper Loading
Conveyors
RMC - PW Aggregate Transfer to Elevated Bin
Cement Loading to Storage Silo
Cement Supplement Loading to Storage Silo
Loader to Hopper
Mixer Loading
Sand Transfer to Elevated Bin
Water Heater #2
Weigh Hopper Loading
Conveyors
Aggregate Cone Crushers
Dozer
Jaw Crushers
Loader to Hopper
Screens
VSI Crushers
Truck Loading
Conveyors
Drum Mix
HMA Conveyor
Lime Silo
RAP Conveyor
RAP Screens
Asphalt Storage Silos
Asphalt Loadout
Asphalt Cement Tanks 1-6
Facility Storage Piles
RMC Truck - PW - Unpaved
RMC Loader - PW - Unpaved
RMC Truck - PS - Unpaved
RMC Loader - PS - Unpaved
Aggregate Truck - Unpaved
Aggregate Loader - Unpaved
HMA Truck - Unpaved
HMA Loader - Unpaved
RMC Truck - PW - Paved
RMC Loader - PW - Paved
RMC Truck - PS - Paved
RMC Loader - PS - Paved
Aggregate Truck - Paved
Aggregate Loader - Paved
HMA Truck - Paved
HMA Loader - Paved
HMA Gencore
Control
Enclosed
Baghouse
Baghouse
None
Enclosed with Central Dust Collector
Enclosed
None
Enclosed with Central Dust Collector
Enclosed
Enclosed
Baghouse
Baghouse
None
Enclosed with Central Dust Collector
Enclosed
None
Enclosed with Central Dust Collector
Enclosed
Wet Suppression
None
Wet Suppression
Wet Suppression
Wet Suppression
Wet Suppression
None
Wet Suppression
Baghouse
Enclosed
Dust Collector
None
None
Blue Smoke System
None
None
Dust Suppression by Water sprays
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
AP-42 11 1 Hot Mix Asphalt Plants Table 11 1-10 & Table 11 1-12 AP-42 11 1 Hot Mix Asphalt Table 11 1-15 AP-42 11 1 Hot Mix Asphalt Table 11 1-16 Table 11 12-8 (English Units) Concrete Batch Plant Metal Emission Factors Road Data Calculated Profile for Load-o or Silo Filling and e for Load-out Filling and Asphalt Stora Profile for Load-o or Silo Filling and for Load-out lling and Asp ECS (tons/yr VOC)Process HAP lbs/ton componentbs/ton component Control lb/yd3 lb/yd3 Controlled Route Name Process Area Route Source % Share Unpaved/Pav oad Length e Way/Round e W ay Lengt y Length We Notes Source Emission Type Pollutant k a b s W P y Emission F Units paved,Contr Paved, Controlled
ompound/Organic ompound/Organic 0.00034 0.00254 Compound/TOC Compound/TOC 0.00416 0.01219 0.00204 Cement Silo Filling Fabric Filter Aresenic 0 00000168 4 24E 09 4 12E 07 1 04E 09
Point South Haul Truck Agg Dump (One-Way) Unpaved RMC PS Aggregate Dump RMC-PS Haul Truck - Bin Feed 1 Unpaved 4 660 One way 4,660 4,660 Hauls Sand Transfer to Loaded Bin material to RMC RMC PW Haul Truck Industrial Roads Unpaved PM10 15 09 0 45 48 42 89 2 16 lbs/VMT 0 323 0 108Drum Mix CO CO 0 13 0 13 1 30E 01 lbs/ton Acenaphthene HAP PAH 83329 0 26%0 47%8 86E 07 1 19E 05 VOC VOC 94 00%100 00%0 00391 0 01219 0 00204 Cement Silo Filling Fabric Filter Beryllium 1 79E 08 4 86E 10 4 39E 09 1 19E 10 Point South Loader Path 1 (One-Way) Unpaved RMC PS Loader Path 1 RMC-PS Loader 0.5 Unpaved 245 One way 245 122 RMC PW Haul Truck Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 42 89 0 22 lbs/VMT 0 032 0 011Drum Mix CH4 GHG 0 12 0 12 1 20E 01 lbs/ton Acenaphthylene HAP PAH 208968 0 03%0 01%9 55E 08 3 55E 07
CH4 74828 6 50%0 26%0 00027 3 2E 05 5 3E 06 Cement Silo Filling Fabric Filter Cadmium 0 000000234 4 68E 09 5 74E 08 1 15E 09
Point South Loader Path 2 (One-Way) Unpaved RMC PS Loader Path 2 RMC-PS Loader 0.5 Unpaved 149 One way 149 74 RMC PW Loader Industrial Roads Unpaved PM10 15 09 0 45 48 22 5 89 1 63 lbs/VMT 0 244 0 081Drum Mix CO2 GHG 33 00 33 00 3 30E+01 lbs/ton Anthracene HAP PAH 1201207 0 07%0 13%2 39E 07 3 30E 06 Acetone 67641 0 05%0 06%1 9E 06 6 7E 06 1 1E 06 Cement Silo Filling Fabric Filter Chromium 0 000000252 0 000000029 6 19E 08 7 12E 09 Point South RMC Route (Round-Trip) Unpaved RMC PS Haul Route RMC-PS Haul Truck 0.1 Unpaved 2 163 Round trip 1,082 108 Potential refinement for loaded/unloaded and paved RMC PW Loader Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 22 5 89 0 16 lbs/VMT 0 024 0 008Drum Mix 2 Methylnaphthalene HAP 7 40E 05 1 70E 04 1 70E 04 lbs/ton Benz(a)anthracene HAP PAH 56553 0 02%0 06%6 48E 08 1 42E 06
Ethylene 74851 0 71%1 10%3E 05 0 00013 2 2E 05 Cement Silo Filling Fabric Filter Lead 0 000000736 1 09E 08 1 81E 07 2 68E 09
Point West RMC Mixer Route 1 – Paved RMC PW Route 1 RMC-PW Haul Truck 0.1 Paved 3 000 Round trip 1,500 150 RMC PS Haul Truck Industrial Roads Unpaved PM10 15 09 0 45 48 42 89 2 16 lbs/VMT 0 323 0 108Drum Mix Acenaphthene HAP 1 40E 06 1 40E 06 1 40E 06 lbs/ton Benzo(b)fluoranthene HAP PAH 205992 0 01%2 59E 08 Total non-VOC/non-HAPS 7 30%1 40%0 0003 0 00017 2 9E 05 Cement Silo Filling Fabric Filter Manganese 0 000202 0 000000117 4 96E 05 2 87E 08 Point West RMC Mixer Route 1 – Unpaved RMC PW Route 1 RMC-PW Haul Truck 0.1 Unpaved 1 176 Round trip 588 59 RMC PS Haul Truck Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 42 89 0 22 lbs/VMT 0 032 0 011Drum Mix Acenaphthylene HAP 8 60E 06 2 20E 05 2 20E 05 lbs/ton Benzo(k)fluoranthene HAP PAH 207089 0 00%7 50E 09
Benzene HAP 71432 0 05%0 03%2 2E 06 3 9E 06 6 5E 07 Cement Silo Filling Fabric Filter Nickel 0 0000176 4 18E 08 4 32E 06 1 03E 08
Point West RMC Mixer Route 2 – Paved RMC PW Route 2 RMC-PW Haul Truck 0.9 Paved 3 000 Round trip 1,500 1,350 RMC PS Haul Truck Bin Feed Industrial Roads Unpaved PM10 15 09 0 45 48 42 89 2 16 lbs/VMT 0 323 0 108Drum Mix Acetaldehyde HAP 1 30E 03 1 30E 03 lbs/ton Benzo(g,h,i)perylene HAP PAH 191242 0 00%6 48E 09 Bromomethane HAP 74839 0 01%0 00%4E 07 6E 07 1E 07 C t Sil Filli F b i Filt T t l Ph h 0 0000118 2 36E 07 2 90E 06 5 79E 08 Point West RMC Mixer Route 2 Unpaved RMC PW Route 2 RMC-PW Haul Truck 09 Unpaved 876 Round trip 438 394 RMC PS Haul Truck Bin Feed Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 42 89 0 22 lbs/VMT 0 032 0 011Drum Mix Acrolein HAP 2 60E 05 2 60E 05 lbs/ton Benzo(a)pyrene HAP PAH 50328 0 00%7 84E 09
2-Butanone HAP 78933 0 05%0 04%2E 06 4 8E 06 8E 07 Cement Silo Filling Fabric Filter Selenium Point West Loader Route 1 RMC PW Loader Path RMC-PW Loader 0.5 Unpaved 783 One way 783 392 RMC PS Loader Industrial Roads Unpaved PM10 15 09 0 45 48 22 5 89 1 63 lbs/VMT 0 244 0 081Drum Mix Anthracene HAP 2 20E 07 3 10E 06 3 10E 06 lbs/ton Benzo(e)pyrene HAP PAH 192972 0 01%0 01%2 66E 08 2 41E 07 Carbon Disulfide HAP 75150 0 01%0 02%5 4E 07 1 9E 06 3 3E 07 C t l Mi B t hi F b i Filt Ai 0 00000838 0 000000296 1 69E 05 5 96E 07
Point West Loader Route 2 RMC PW Loader Path RMC-PW Loader 0.5 Unpaved 1 272 One way 1,272 636 RMC PS Loader Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 22 5 89 0 16 lbs/VMT 0 024 0 008Drum Mix Antimony HAP 1 80E 07 1 80E 07 1 80E 07 lbs/ton Chrysene HAP PAH 218019 0 10%0 21%3 51E 07 5 33E 06 Chloroethane HAP 75003 0 00%0 00%8 7E 09 4 9E 07 8 2E 08 C t l Mi B t hi F b i Filt B lli Point East Agg Route Borrow Agg Borrow Aggregate Haul Truck 01 Unpaved 2 175 Round trip 1,088 109 Aggregate Haul Truck Industrial Roads Unpaved PM10 15 09 0 45 48 42 89 2 16 lbs/VMT 0 323 0 108Drum Mix Arsenic HAP 5 60E 07 5 60E 07 5 60E 07 lbs/ton Dibenz(a,h)anthracene HAP PAH 53703 0 00%1 26E 09
Chloromethane HAP 74873 0 02%0 02%6 2E 07 2 8E 06 4 7E 07 Central Mix Batching Fabric Filter Cadmium 1 18E 08 7 1E 10 2 37E 08 1 43E 09 Point East Aggs Route Paved 1 Agg Route 1 Aggregate Haul Truck 0 45
Paved 2 330 Round trip 1,165 524 Aggregate Haul Truck Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 42 89 0 22 lbs/VMT 0 032 0 011Drum Mix Benzene HAP 3 90E 04 3 90E 04 3 90E 04 lbs/ton Fluoranthene HAP PAH 206440 0 05%0 15%1 70E 07 3 81E 06 Cumene HAP 92828 0 11%4 6E 06 0 0 C t l Mi B t hi F b i Filt Ch i 0 00000142 0 000000127 2 86E 06 2 56E 07 Point East Aggs Route Unpaved 1 Agg Route 1 Aggregate Haul Truck 0 45 Unpaved 1 160 Round trip 580 261 Aggregate Loaders Industrial Roads Unpaved PM10 15 09 0 45 48 39 89 2 09 lbs/VMT 0 313 0 104Drum Mix Benz(a)anthracene HAP 2.10E-07 2.10E-07 2.10E-07 lbs/ton Fluorene HAP, PAH 86737 0.77%1.01%2.63E-06 2.56E-05 Ethylbenzene HAP 100414 0.28%0.04%1.2E-05 4.6E-06 7.8E-07 Central Mix Batching - Fabric Filter Lead 0.000000382 3.66E-08 7.69E-07 7.36E-08 Point East Aggs Route Paved 2 Agg Route 2 Aggregate Haul Truck 0.45 Paved 2,330 Round trip 1,165 524 Aggregate Loaders Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 39 89 0.21 lbs/VMT 0.031 0.010Drum Mix Benzo(a)pyrene HAP 9 80E 09 9 80E 09 9 80E 09 lbs/ton Indeno(1,2,3-cd)pyrene HAP PAH 193395 0 00%1 60E 09
Formaldehyde HAP 50000 0 09%0 69%3 7E 06 8 4E 05 1 4E 05 C t l Mi B t hi F b i Filt M 0 0000612 0 00000378 1 23E 04 7 61E 06 Point East Aggs Route Unpaved 2 Agg Route 2 Aggregate Haul Truck 0 45
Unpaved 2 106 Round trip 1,053 474 Aggregate Loader Final Material t Industrial Roads Unpaved PM10 15 09 0 45 48 39 89 2 09 lbs/VMT 0 313 0 104Drum Mix Benzo(b)fluoranthene HAP 1 00E 07 1 00E 07 1 00E 07 lbs/ton 2-Methylnaphthalene HAP PAH 91576 2 38%5 27%8 11E 06 1 34E 04 Hexane HAP 100543 0 15%0 10%6 2E 06 1 2E 05 2E 06 C t l Mi B t hi F b i Filt Ni k l 0 00000328 0 000000248 6 60E 06 4 99E 07 NA Agg Loader Path 1 Aggregate Loader Final Material to Haul Truck 1 Unpaved 118 One way 118 118 Final product loaded on haul truck Aggregate Loader Final Material t Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 39 89 0 21 lbs/VMT 0 031 0 010Drum Mix Benzo(e)pyrene HAP 1 10E 07 1 10E 07 1 10E 07 lbs/ton Naphthalene HAP PAH 91203 1 25%1 82%4 26E 06 4 62E 05
Isooctane HAP 540841 0 00%0 00%7 5E 08 3 8E 08 6 3E 09 C t l Mi B t hi F b i Filt T t l Ph h 0 0000202 0 0000012 4 06E 05 2 41E 06 NA Agg Loader Path 2 Aggregate Loader Final Material to Haul Truck 0 Unpaved 83 One way 83 0 Final product loaded on haul truck HMA Haul Trucks Industrial Roads Unpaved PM10 15 09 0 45 48 42 89 2 16 lbs/VMT 0 323 0 108Drum Mix Benzo(g h i)perylene HAP 4 00E 08 4 00E 08 4 00E 08 lbs/ton Perylene HAP PAH 198550 0 02%0 03%7 50E 08 7 62E 07 Methylene Chloride HAP 75092 0 00%0 00%0 3 3E 08 5 5E 09 C t l Mi B t hi F b i Filt Sl i NA Agg Loader Path 3 Aggregate Loader 1 Unpaved 480 One way 480 480 Moves 100% annual throughput for agg HMA Haul Trucks Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 42 89 0 22 lbs/VMT 0 032 0 011Drum Mix Benzo(k)fluoranthene HAP 4 10E 08 4 10E 08 4 10E 08 lbs/ton Phenanthrene HAP PAH 85018 0 81%1 80%2 76E 06 4 57E 05 MTBE HAP 596899 0 00%0 0 0 C t S l t Sil Filli F b i Ai 3 96E 04 0 000001 1 45E 05 3 65E 08 Point West HMA Route Paved HMA Route 1 HMA Haul Truck 1 Paved 3 650 Round trip 1,825 1,825 HMA Loader RAP/Agg Industrial Roads Unpaved PM10 15 09 0 45 48 22 5 89 1 63 lbs/VMT 0 244 0 081Drum Mix Cadmium HAP 4 10E 07 4 10E 07 4 10E 07 lbs/ton Pyrene HAP PAH 129000 0 15%0 44%5 11E 07 1 12E 05 Styrene HAP 100725 0 01%0 01%3E 07 6 6E 07 1 1E 07 Cement Supplement Silo Filling Facbri Beryllium 3 33E 06 9 04E 08 1 22E 07 3 30E 09 Point West HMA Route Unpaved HMA Route 1 HMA Haul Truck 1 Unpaved 2 421 Round trip 1,210 1,210 HMA Loader RAP/Agg Industrial Roads Unpaved PM2 5 0 15 09 0 45 48 22 5 89 0 16 lbs/VMT 0 024 0 008Drum Mix Chromium HAP 5 50E 06 5 50E 06 5 50E 06 lbs/ton PAH HAP Total HAP PAH 5 93%11 40%2 02E 05 2 89E 04
Tetrachloroethene HAP 127184 0 01%3 2E 07 0 0 C t S l t Sil Filli F b i Cd i 9 90E 09 1 98E 10 3 61E 10 7 23E 12 Point West HMA Loader Route 1 HMA Loader Path 1 HMA Loader RAP 1 Unpaved 303 One way 303 303Drum Mix Chrysene HAP 1 80E 07 1 80E 07 1 80E 07 lbs/ton Toluene HAP 100883 0 21%0 06%8 7E 06 7 6E 06 1 3E 06 C t S l t Sil Filli F b i Ch i 1 06E 05 0 00000122 3 87E 07 4 45E 08 Point West HMA Loader Route 2 HMA Loader Path 2 HMA Loader Agg 1 Unpaved 525 One way 525 525 I t I t I t I t Cl ltd Cl ltd I t Pi t Cl ltd Cl ltdDrum Mix Cobalt HAP 2 60E 08 2 60E 08 2 60E 08 lbs/ton AP-42 11.1 Hot Mix Asphalt, Table 11.1-14 1,1,1-Trichloroethene HAP 71556 0 00%0 0 0 Cement Supplement Silo Filling Facbri Lead 3 51E 05 0 00000052 1 28E 06 1 90E 08
Emission Hourly Annual Empty Truc Wt of Loaded Truck Wt Road One-Wa Hourly Annual
Drum Mix Dioxins HAP 7 90E 11 7 90E 11 lbs/ton Drum mix or batch mix plant load out:Trichloroethene HAP 79016 0 00%0 0 0 C t S l t Sil Filli F b i M 4 42E 04 0 000000256 1 61E 05 9 34E 09 Sum of One Way Length Weighted (ft)Unpaved/Paved Control Efficiencies from UT DAQ:Source Type Rate Production Wt (tons)Load (tons)Weight (tons)(tons)Length (ft)VMT VMT
Drum Mix Ethylbenzene HAP 2 40E 04 2 40E 04 2 40E 04 lbs/ton Total PM =0 00052 lb/ton Trichlorofluoromethane HAP 75694 0 00%5 4E 08 0 0 C t S l t Sil Filli F b i Ni k l 9 60E 04 0 00000228 3 50E 05 8 32E 08 Process Area Source Paved Unpaved Basic Watering (70% control)RMC PW Haul Truck Unpaved 280 752500 29 26 55 42 452 86 1 85 4964 66Drum Mix Fluoranthene HAP 6 10E 07 6 10E 07 6 10E 07 lbs/ton Organic PM =0 00034 lb/ton m, p-Xylene HAP 1330207 0 41%0 20%1 7E 05 2 4E 05 4 1E 06 Cement Supplement Silo Filling Facbri Total Phosphorus 1 77E 04 0 00000354 6 46E 06 1 29E 07 RMC PW RMC PW Haul Truck 1500 452 85658 Road Base with Watering (75% control)RMC PW Loader Unpaved 280 752500 15 15 30 22 5 1027 90 7 27 19532 68Drum Mix Fluorene HAP 3 80E 06 1 10E 05 1 10E 05 lbs/ton TOC = 0 00416 lb/ton 0 00391 o-Xylene HAP 95476 0 08%0 06%3 3E 06 6 9E 06 1 2E 06 C t S l t Sil Filli F b i Sl i 3 62E 06 7 24E 08 1 32E 07 2 64E 09 RMC PW Loader 1027 899 Chemical Suppressant & Watering (85% control)RMC PS Haul Truck Unpaved 280 752500 29 26 55 42 108 15 0 44 1185 65Drum Mix Formaldehyde HAP 3 10E 03 3 10E 03 3 10E 03 lbs/ton CO = 0 00135 lb/ton Total Volatile Organic HAPs 1 50%1 30%6 2E 05 0 00016 2 7E 05 Truck Loading Fabric Filter Aresenic 0 0000122 0 000000602 2 45E 05 1 21E 06 RMC PS RMC PS Haul Truck 108 15 Paving with Sweeping & Watering (90% control)RMC PS Haul Truck Bin Feed Unpaved 99 267040 29 26 55 42 4660 00 6 75 18129 48Drum Mix Furans HAP 4 00E 11 4 00E 11 lbs/ton Silo Filling:Truck Loading Fabric Filter Beryllium 0 000000244 0 000000104 4 91E 07 2 09E 07 RMC PS Haul Truck Bin Feed 4660 Paving with Vacuum Sweeping & Watering (95% control)RMC PS Loader Unpaved 280 752500 15 15 30 22 5 196 69 1 39 3737 65Drum Mix HCl HAP 2 10E 04 2 10E 04 lbs/ton Total PM = 0 00059 lb/ton Truck Loading Fabric Filter Cadmium 3 42E 08 9 06E 09 6 88E 08 1 82E 08 RMC PS Loader 196 69246 Aggregate Haul Truck Unpaved 890 7800000 29 26 55 42 843 68 10 94 95872 91Drum Mix Hexavalent chromium HAP 4 50E 07 4 50E 07 4 50E 07 lbs/ton Organic PM = 0 00025 lb/ton T k L di F b i Filt Ch i 0 0000114 0 0000041 2 29E 05 8 25E 06 HMA HMA Haul Truck 1825 1210 3703 Aggregate Loader Unpaved 890 7800000 33 12 45 39 480 00 13 49 118181 82Drum Mix Indeno(1 2 3 cd)pyrene HAP 7 00E 09 7 00E 09 7 00E 09 lbs/ton TOC = 0 01219 lb VOC/ton Truck Loading Fabric Filter Lead 0 00000362 0 00000153 7 28E 06 3 08E 06 HMA Loader Agg 525 Aggregate Loader Final Material t Unpaved 890 7800000 33 12 45 39 117 91 3 31 29030 87Drum Mix Isooctane HAP 4 00E 05 4 00E 05 4 00E 05 lbs/ton CO = 0 00118 lb/ton Truck Loading Fabric Filter Manganese 0 0000612 0 0000208 1 23E 04 4 18E 05 HMA Loader RAP 303 1625 HMA Haul Truck Unpaved 500 800 000 29 26 55 42 1210 37 8 82 14106 88Drum Mix Lead HAP 6 20E 07 1 50E 05 1 50E 05 lbs/ton T k L di F b i Filt Ni k l 0 0000119 0 00000478 2 39E 05 9 62E 06 Agg Aggregate Haul Truck 1048 5 843 68162 HMA Loader RAP Unpaved 235 376 000 15 15 30 22 5 303 16 1 80 2878 51Drum Mix Manganese HAP 7 70E 06 7 70E 06 7 70E 06 lbs/ton V = asphalt volatility =05 %Truck Loading Fabric Filter Total Phosphorus 0 0000384 0 0000123 7 73E 05 2 47E 05 Aggregate Loader 480 HMA Loader Agg Unpaved 235 376 000 15 15 30 22 5 525 00 3 12 4984 85Drum Mix Mercury HAP 2 40E 07 2 60E 06 2 60E 06 lbs/ton T = HMA temperature =325 deg F T k L di F b i Filt Sl i 0 00000262 0 000000113 5 27E 06 2 27E 07 Aggregate Loader Final Material to Haul Truck 117 91 RMC PW Haul Truck Paved 280 752500 29 26 55 42 1500 00 6 12 16444 49Drum Mix Methyl chloroform HAP 4 80E 05 4 80E 05 4 80E 05 lbs/ton T k L di F b i Filt Sl i 0 00000262 0 000000113 5 27E 06 2 27E 07 RMC PW Loader Paved 280 752500 15 15 30 22 5 0 00 0 00 0 00Drum Mix Naphthalene HAP 9 00E 05 6 50E 04 6 50E 04 lbs/ton Table 11 12 8 Footnote a 1 yd^3 concrete = 4 024 lb; 1 865 lb aggregate; 1 428 lb sand; 491 lb cement;Sum of Total Road Length Not Weighted by % (ft)Paved Unpaved Unpaved RMC PS Haul Truck Paved 280 752500 29 26 55 42 0 00 0 00 0 00Drum Mix Hexane HAP 9 20E 04 9 20E 04 9 20E 04 lbs/ton 73 lb l t 167 lb t Point West RMC PW Haul Truck 3 000 2 051 Point Wes RMC PW Loader 2 056 RMC PS Haul Truck Bin Feed Paved 99 267040 29 26 55 42 0 00 0 00 0 00Drum Mix Nickel HAP 6 30E 05 6 30E 05 6 30E 05 lbs/ton Point West HMA Haul Truck 3 650 2 421 Point Wes HMA Loader 828 RMC PS Loader Paved 280 752500 15 15 30 22 5 0 00 0 00 0 00Drum Mix Perylene HAP 8 80E-09 8 80E-09 8 80E-09 lbs/ton Equation 11 12-1 PM Emissions from Truck Mix and Central Mix Loading Total-Point West 6 650 4 472 Total - Point West 2 884 Aggregate Haul Truck Paved 890 7800000 29 26 55 42 1048 50 13 60 119147 73Drum Mix Phenanthrene HAP 7 60E 06 2 30E 05 2 30E 05 lbs/ton E k (0 0032) * (U^ /M^b) + Aggregate Loader Paved 890 7800000 33 12 45 39 0 00 0 00 0 00Drum Mix Propionaldehyde HAP 1 30E 04 1 30E 04 lbs/ton E E i i f t (lb/t f t d t l t)Point South RMC PS Haul Truck 6 823 Point Sout RMC PS Loader 393 Aggregate Loader Final Material t Paved 890 7800000 33 12 45 39 0 00 0 00 0 00Drum Mix Pyrene HAP 5 40E 07 3 00E 06 3 00E 06 lbs/ton k= Particle Size Multiplier (dimesionless)HMA Haul Truck Paved 500 800 000 29 26 55 42 1825 00 13 29 21270 40Drum Mix Quinone HAP 1 60E 04 1 60E 04 lbs/ton U=Wind speed at the drop (mph) Average wind speed = 6 3 mph for Draper UT Point East Agg PE Haul Truck 2 330 5 442 Point East Agg PE Loader 681 HMA Loader RAP Paved 235 376 000 15 15 30 22 5 0 00 0 00 0 00Drum Mix Selenium HAP 3 50E 07 3 50E 07 3 50E 07 lbs/ton M=Moisture content (% by weight) of cement and cement supplement = 0 5%HMA Loader Agg Paved 235 376 000 15 15 30 22 5 0 000 0 00 0 00Drum Mix Toluene HAP 1 50E 04 2 90E 03 2 90E 03 lbs/ton a b=exponents Haul Truck Routes 8 980 16 737 Loader 3 958Drum Mix Xylenes HAP 2 00E 04 2 00E 04 2 00E 04 lbs/ton ttDrum Mix Total PAH HAP 1 87E 04 8 85E 04 8 85E 04 lbs/ton Table 11 12-3 Equation Parameters for Truck Mix Total Road Length 9 000 20 700Drum Mix NOx NOx 2 60E 02 5 50E 02 0 06 lbs/ton Condition Particle Size k a b cDrum Mix SO2 SO2 3 40E 03 5 80E 02 0 06 lbs/ton C t ll d PM10 0 32 1 75 03 5 20E 03Drum Mix VOC VOC 3 20E 02 3 20E 02 0 03 lbs/ton PM2 5 0 048 1 75 03 7 80E 04
Uncontrolled PM10 0 31 lb/ton
PM2 5 0 05 lb/tonTable 11 12-4 Equation Parameters for Central MixAP-42 1 4 Natural Gas Combustion Table 1 4-3 Condition Particle Size k a b c
Pollutant lb/MMscf lb/MMBtu Controlled PM10 0 13 0 45 09 1 00E 03
2 Methylnaphthalene 2 40E 05 2 35E 08 PM2 5 0 03 0 45 09 2 00E 043 Methylchloranthrene 1 80E 06 1 76E 09 Uncontrolled PM10 1 92 04 13 3 60E 02
7 12 Dimethylbenz(a)anthr 1 60E 05 1 57E 08 PM2 5 0 38 04 13 0 00E+00Acenaphthene1 80E 06 1 76E 09 lb/ton cement and cement supplement lb/yd^3 concrete
Acenaphthylene 1 80E 06 1 76E 09 E (PM10 controlled)2 78E 03 7 83E 04Anthracene2 40E 06 2 35E 09 E (PM2 5 controlled)6 10E 04 1 72E 04
Benz(a)anthracene 1 80E 06 1 76E 09 E (PM10 t ll d)6 76E 02 1 91E 02Benzene2 10E 03 2 06E 06 E (PM2 5 uncontrolled)6 25E 03 1 76E 03
Benzo(a)pyrene 1 20E 06 1 18E 09Benzo(b)fluoranthene 1 80E 06 1 76E 09Benzo(g h i)perylene 1 20E 06 1 18E 09Benzo(k)fluoranthene 1 80E 06 1 76E 09Chrysene1 80E 06 1 76E 09Dibenzo(a h)anthracene 1 20E 06 1 18E 09
Dichlorobenzene 1 20E 03 1 18E 06Fluoranthene3 00E 06 2 94E 09
Fluorene 2 80E 06 2 75E 09Formaldehyde7 50E 02 7 35E 05
Hexane 1 80E+00 1 76E 03Indeno(1 2 3 cd)pyrene 1 80E 06 1 76E 09
Naphthalene 6 10E 04 5 98E 07Phenanthrene1 70E 05 1 67E 08
Pyrene 5 00E 06 4 90E 09Toluene3 40E 03 3 33E 06
Italics = less than reported valueFootnote a Convert to lb/MMBtu by dividing lb/MMscf by 1 020 AP-42 Section 1 4 Natural Gas Combustion Table 1 4-4 Emission Factors for Metals
Pollutant lb/MMscf lb/MMBtu
Arsenic 2 00E 04 1 96E 07Beryllium1 20E 03 1 18E 06
Cadmium 1 10E 03 1 08E 06Chromium1 40E 03 1 37E 06
Cobalt 8 40E 05 8 24E 08Manganese3 80E 04 3 73E 07
Mercury 2 60E 04 2 55E 07Nickel2 10E 03 2 06E 06Selenium2 40E 05 2 35E 08Italics = less than reported value
Footnote a Convert to lb/MMBtu by dividing lb/MMscf by 1 020
AP-42 Section 1 3 Fuel Oil Combustion May 2010
Table 1 3 1 Criteria Pollutant Emission Factors for Fuel Oil Combustion
Boilers < 100 MMBtu/hr Distillate Oil FiredPollutant lb/10^3 ga lb/MMBtu
SO2 = 142S 71 5 18E 01 16 and 17 AO assumes 0 5% sulfur (S)NOX 20 1 46E 01
CO 5 3 65E 02Filterable PM 2 1 46E 02
Table 1 3 2 Condensible PM Emission Factors for Oil CombustionNo 2 Oil Fired lb/10^3 ga lb/MMBtu
Condensable PM 13 9 49E 03Table 1 3 3 Emission Factors for TOC CH4 and NMTOC from Fuel Oil Combustion
Commercial combustors lb/10^3 ga lb/MMBtuTOC0 556 4 06E 03
CH4 0 216 1 58E 03NMTOC0 34 2 48E 03
Table 1 3 7 Cumulative Particle Size Distribution and Size Specific Emission Factors for Commerical Boilers Burning Distillate OilCumulative lb/10^3 gallons lb/MMBtu
PM10 55%1 08 7 88E 03PM2 5 42%0 83 6 06E 03Table 1 3 8 Emission Factors for N2O POM and Formaldhyde (HCOH) from Fuel Oil CombustionDistillate Oil Fired lb/10^3 ga lb/MMBtu
N2O 0 26 1 90E 03POM0 0033 2 41E 05
Formaldehyde 0 047 3 43E 04 Mid point of range 0 035 0 061Table 1 3 9 Emission Factors for Speciated Organic Compounds from Fuel Oil Combustion
Pollutant lb/10^3 ga lb/MMBtuBenzene2 14E 04 1 56E 06
Ethylbenzene 6 36E 05 4 64E 07Naphthalene1 13E 03 8 25E 06
1 1 1 Trichloroethane 2 36E 04 1 72E 06Toluene6 20E 03 4 53E 05
o Xylene 1 09E 04 7 96E 07Acenaphthene2 11E 05 1 54E 07
Acenaphthylene 2 53E 07 1 85E 09Anthracene1 22E 06 8 91E 09
Benz(a)anthracene 4 01E 06 2 93E 08Benzo(b k)fluoranthene 1 48E 06 1 08E 08
Benzo(g h i)perylene 2 26E 06 1 65E 08Chrysene2 38E 06 1 74E 08
Dibenzo(a h)anthracene 1 67E 06 1 22E 08Fluoranthene4 84E 06 3 53E 08
Fluorene 4 47E 06 3 26E 08Indo(1 2 3 cd)pyrene 2 14E 06 1 56E 08
Phenanthrene 1 05E 05 7 66E 08Pyrene4 25E 06 3 10E 08
OCDD 3 10E 09 2 26E 11Table 1 3 10 Emission Factor Trace Element from Distillate Fuel Oil Combustion
Pollutant lb/10^6 M lb/10^3 gallonsArsenic4 E 06 5 48 E 04
Beryllium 3 E 06 4 11 E 04Cadmimum3 E 06 4 11 E 04
Chromium 3 E 06 4 11 E 04Copper6 E 06 8 22 E 04
Lead 9 E 06 1 23 E 03Mercury3 E 06 4 11 E 04
Manganese 6 E 06 8 22 E 04Nickel3 E 06 4 11 E 04
Selenium 15E05 2 06 E 03Table 1 3 12 Default CO2 Emission Factors for Liquid Fuels
lb/10^3 ga lb/MMBtuNo 2 Fuel Oil CO2 22300 1 63E+02
Conversion AP 42 Appendix A Diesel 137 000 Btu/gallon137MMBtu/1000 gallonAP-42 Section 3 4 Large Stationary Diesel Engines October 1996
Table 3 4 1 EMISSION FACTORS FOR UNCONTROLLED GASOLINEAND DIESEL INDUSTRIAL ENGINES
Pollutant lb/MMBtuNOX32
CO 0 85SO20 505 Sulfur = 0 5%
PM 01CO2165
TOC*0 09VOC0 0819
CH4 0 0081* Nonmethane = 91% Methane = 9%
Table 3 4 2 PARTICULATE EMISSION FACTORS FOR LARGE UNCONTROLLED STATIONARY DIESEL ENGINESlb/MMBtu
PM2 5 0 0556 Filterable (0 0479) + Condensable (0 0077)PM10 0 0573 Filterable (0 0496) + Condensable (0 0077)Table 3 4 3 SPECIATED ORGANIC COMPOUND EMISSION FACTORS FOR LARGE UNCONTROLLED STATIONARY DIESEL ENGINESPollutantlb/MMBtu
Benzene 7 76E 04Toluene2 81E 04
Xylenes 1 93E 04Formaldehyde7 89E 05
Acetaldehyde 2 52E 05Acrolein7 88E 06
Table 3 4 4 PAH EMISSION FACTORS FOR LARGE UNCONTROLLED STATIONARY DIESEL ENGINESPollutantlb/MMBtu
Naphthalene 1 30E 04 PAHAcenaphthylene9 23E 06 PAHAcenaphthene4 68E 06 PAHFluorene1 28E 05 PAH
Phenanthrene 4 08E 05 PAHAnthracene1 23E 06 PAH
Fluoranthene 4 03E 06 PAHPyrene3 71E 06 PAH
Benzo(a)anthracene 6 22E 07 PAHChrysene1 53E 06 PAH
Benzo(b)fluoranthene 1 11E 06 PAHBenzo(k)fluoranthene 2 18E 07 PAH
Benzo(a)pyrene 2 57E 07 PAHIndeno(1 2 3 cd)pyrene 4 14E 07 PAHDibenz(a h)anthracene 3 46E 07 PAHBenzo(g h l)perylene 5 56E 07 PAH
TOTAL PAH 2 12E 04
CASSourcePollutantCategoryission Factor - Natura Emission Factor - Waste Oil Worst Case Emission Factor Units Pollutant Category CAS Pollutant Category
Source: Emission Summary (PTE)
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 3/28/2024
2024 REVISED RMC HMA_Gencore HMA_Gencore Removed Facility
HAPs (tons/yr)(tons/yr)(tons/yr)(tons/yr)(tons/yr)
Benzene 0.0001 0.1576 0.0000 -0.0158 0.0010
Toluene 0.0002 0.0650 0.0000 -0.0098 0.0013
Xylenes 0.0000 0.0800 0.0000 -0.0034 0.0000
m, p-Xylene 0.0000 0.0117 0.0000 -0.0098 0.0001
o-Xylene 0.0000 0.0027 0.0000 -0.0028 0.0000
Ethylbenzene 0.0000 0.1016 0.0000 -0.0019 0.0001
Formaldehyde 0.0038 1.2586 0.0000 -0.0456 0.0000
Hexane 0.0900 0.3680 0.0000 -0.0052 0.0015
Acetaldehyde 0.0000 0.0000 0.0000 -0.0004 0.0000
Acrolein 0.0000 0.0000 0.0000 -0.0001 0.0000
Biphenyl 0.0000 0.0000 0.0000 0.0000 0.0000
Bromomethane 0.0000 0.0003 0.0000 -0.0002 0.0000
2-Butanone 0.0000 0.0018 0.0000 -0.0019 0.0000
Carbon disulfide 0.0000 0.0006 0.0000 -0.0008 0.0000
Chloroethane 0.0000 0.0001 0.0000 -0.0002 0.0000
Chloromethane 0.0000 0.0008 0.0000 -0.0011 0.0000
Cumene 0.0000 0.0018 0.0000 0.0000 0.0000
Dichlorobenzene 0.0001 0.0000 0.0000 0.0000 0.0000
Isooctane 0.0000 0.0160 0.0000 0.0000 0.0000
Methyl chloroform 0.0000 0.0192 0.0000 -0.0001 0.0000
Methylene chloride 0.0000 0.0000 0.0000 0.0000 0.0000
OCDD 0.0000 0.0000 0.0000 0.0000 0.0000
POM 0.0000 0.0000 0.0000 -0.0007 0.0000
Styrene 0.0000 0.0003 0.0000 -0.0003 0.0000
Tetrachloroethene 0.0000 0.0001 0.0000 0.0000 0.0000
Trichlorofluoromethane 0.0000 0.0000 0.0000 0.0000 0.0000
Acenaphthene 0.0000 0.0033 0.0000 -0.0049 0.0000
Acenaphthylene 0.0000 0.0035 0.0000 -0.0003 0.0000
Anthracene 0.0000 0.0008 0.0000 -0.0013 0.0000
Benz(a)anthracene 0.0000 0.0004 0.0000 -0.0006 0.0000
Benzo(a)pyrene 0.0000 0.0000 0.0000 0.0000 0.0000
Benzo(b)fluoranthene 0.0000 0.0001 0.0000 0.0000 0.0000
Benzo(k)fluoranthene 0.0000 0.0000 0.0000 0.0000 0.0000
Benzo(e)pyrene 0.0000 0.0001 0.0000 -0.0001 0.0000
Benzo(g,h,i)perylene 0.0000 0.0000 0.0000 0.0000 0.0000
Chrysene 0.0000 0.0013 0.0000 -0.0022 0.0000
Dibenzo(a,h)anthracene 0.0000 0.0000 0.0000 0.0000 0.0000
Fluoranthene 0.0000 0.0011 0.0000 -0.0016 0.0000
Fluorene 0.0000 0.0077 0.0000 -0.0105 0.0000
Indeno(1,2,3-cd)pyrene 0.0000 0.0000 0.0000 0.0000 0.0000
Naphthalene 0.0000 0.0469 0.0000 -0.0211 0.0001
Perylene 0.0000 0.0002 0.0000 -0.0003 0.0000
Phenanthrene 0.0000 0.0133 0.0000 -0.0190 0.0000
Pyrene 0.0000 0.0027 0.0000 -0.0045 0.0000
2-Methylnaphthalene 0.0000 0.0596 0.0000 -0.0535 0.0000
3-Methylchloranthrene 0.0000 0.0000 0.0000 0.0000 0.0000
7,12-Dimethylbenz(a)anthracene 0.0000 0.0000 0.0000 0.0000 0.0000
Total PAH 0.0000 0.1410 0.0000 -0.1199 0.0001
METALS
Arsenic 0.0006 0.0002 0.0000 -0.0001 0.0000
Beryllium #REF!0.0000 0.0000 -0.0001 0.0000
Cadmium 0.0001 0.0002 0.0000 -0.0001 0.0000
Chromium 0.0006 0.0022 0.0000 -0.0001 0.0000
Cobalt 0.0000 0.0000 0.0000 0.0000 0.0000
Lead 0.0002 0.0002 0.0000 -0.0003 0.0000
Manganese 0.0042 0.0031 0.0000 -0.0002 0.0000
Mercury 0.0000 0.0001 0.0000 -0.0001 0.0000
Nickel 0.0010 0.0252 0.0000 -0.0001 0.0000
Phosphorus 0.0014 0.0000 0.0000 0.0000 0.0000
Selenium 0.0000 0.0001 0.0000 -0.0005 0.0000TOTAL HAPs #REF!2.26 0.00 -0.22 0.00
Adj-AO17 2024 Post-Project Delta
(tons/yr)(tons/yr)(tons/yr)
0.1735 0.1587 -0.0148
0.0750 0.0665 -0.0085
0.0834 0.0800 -0.0034
0.0215 0.0118 -0.0096
0.0055 0.0027 -0.0028
0.1035 0.1017 -0.0018
1.3079 1.2624 -0.0455
0.4632 0.4595 -0.0037
0.0004 0.0000 -0.0004
0.0001 0.0000 -0.0001
0.0000 0.0000 0.0000
0.0005 0.0003 -0.0002
0.0037 0.0018 -0.0019
0.0014 0.0006 -0.0008
0.0003 0.0001 -0.0002
0.0019 0.0008 -0.0011
0.0018 0.0018 0.0000
0.0001 0.0001 0.0000
0.0161 0.0161 0.0000
0.0193 0.0192 -0.0001
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
0.0007 0.0000 -0.0007
0.0005 0.0003 -0.0003
0.0001 0.0001 0.0000
0.0000 0.0000 0.0000
0.0082 0.0033 -0.0049
0.0039 0.0035 -0.0003
0.0022 0.0008 -0.0013
0.0010 0.0004 -0.0006
0.0000 0.0000 0.0000
0.0001 0.0001 0.0000
0.0000 0.0000 0.0000
0.0002 0.0001 -0.0001
0.0000 0.0000 0.0000
0.0034 0.0013 -0.0022
0.0000 0.0000 0.0000
0.0027 0.0011 -0.0016
0.0182 0.0077 -0.0105
0.0000 0.0000 0.0000
0.0680 0.0470 -0.0210
0.0005 0.0002 -0.0003
0.0323 0.0133 -0.0190
0.0072 0.0027 -0.0045
0.1131 0.0596 -0.0535
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
0.2609 0.1411 -0.1198
0.0010 0.0008 -0.0001
#REF!#REF!-0.0001
0.0003 0.0002 -0.0001
0.0028 0.0028 -0.0001
0.0000 0.0000 0.0000
0.0007 0.0005 -0.0003
0.0075 0.0073 -0.0002
0.0002 0.0001 -0.0001
0.0263 0.0262 -0.0001
0.0014 0.0014 0.0000
0.0006 0.0002 -0.0005#REF!#REF!-0.22
Form 5 Company: Staker Parson
Emissions Information Site/Source: Point of the Mountain
Criteria/GHGs/HAPs
Utah Division of Air Quality
New Source Review Section
Pollutants
Permitted
Emissions
(tons/year)
Emissions
Increases
(tons/year)
Proposed
Emissions
(tons/year)
Criteria Pollutants
PM10 112.63 4.87 117.50
PM2.5 37.54 N/A 27.46
NOx 69.91 N/A 13.51
SO2 10.41 N/A 1.41
CO 71.24 N/A 36.41
VOC 14.53 4.85 19.38
VOC Fugitive N/A N/A 1.56
NH3 N/A N/A N/A
Greenhouse Gases Mass basis CO2e Mass basis CO2e Mass basis CO2e
Carbon dioxide (CO2)N/A 23,990.92 23,990.92
Methane (CH4)N/A 166.89 166.89
Nitrous oxide (N2O)N/A 56.30 56.30
Hydrofluorocarbons (HFCs)N/A N/A N/A
Perfluorocarbons (PFCs)N/A N/A N/A
Sulfur hexafluoride (SF6)N/A N/A N/A
Total Hazardous Air Pollutants 3.41E+00 3.90E+00
Acetaldehyde N/A N/A 6.41E-04 5.79E-04 13.9627 OK
Acrolein N/A N/A 2.00E-04 1.81E-04 0.0711 OK
Benzene N/A N/A 4.07E-02 2.44E-02 0.5878 OK
Beryllium N/A N/A 2.66E-05 1.91E-05 0.000018 FALSE
Biphenyl N/A N/A 3.58E-07 8.18E-08 0.464 OK
Cadmium N/A N/A 2.93E-04 2.35E-04 0.0002 FALSE
Carbon disulfide N/A N/A 6.06E-04 7.58E-04 1.146 OK
Cobalt N/A N/A 2.01E-05 1.52E-05 0.007 OK
Cumene N/A N/A 1.86E-03 2.29E-03 90.45 OK
Ethylbenzene N/A N/A 1.27E+00 1.58E+00 31.957 OK
Formaldehyde N/A N/A 1.27E+00 1.58E+00 0.1142 FALSE
Manganese N/A N/A 8.01E-03 7.50E-03 0.074 OK
Mercury N/A N/A 1.26E-04 1.27E-04 0.004 OK
Methyl chloroform N/A N/A 1.92E-02 2.40E-02 702.842 OK
Methylene chloride N/A N/A 6.58E-06 8.23E-06 63.915 OK
m-Xylenes N/A N/A 4.26E-02 9.72E-03 0.031 OK
Napthalene N/A N/A 1.67E-06 3.80E-07 19.294 OK
n-Hexane N/A N/A 5.83E-01 5.14E-01 64.855 OK
Nickel N/A N/A 2.64E-02 3.23E-02 0.0123 FALSE
o-Xylenes N/A N/A 2.72E-03 3.40E-03 159.783 OK
Phenol N/A N/A 9.45E-08 2.16E-08 7.082 OK
Phosphorus N/A N/A 1.28E-02 1.52E-02 0.037 OK
p-Xylenes N/A N/A 1.17E-02 1.46E-02 159.783 OK
Selenium N/A N/A 1.63E-04 1.91E-04 0.074 OK
Styrene N/A N/A 2.53E-04 3.16E-04 31.355 OK
Toluene N/A N/A 1.20E-01 9.85E-02 27.733 OK
Total Chromium N/A N/A 5.05E-04 3.76E-04 0.0012 OK
Potential to Emit Criteria Pollutants and GHGs
Proposed
Emissions
(lb/hr)
ETV (lb/hr) (vertically
unrestricted, >100 m)
Staker Parson | Point of the Mountain Emission sources proposed to be replaced or removed as part of this project.
Potential to Emit
Annual Controlled Emissions (tpy)
Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
POTM Fugitive Total 0.54 0.54 0.11 0.11 0.10 0.04 0.00E+00 0.00E+00 0.00 0.00 564 87.84 72.05 19.37 0.00 0.00 1.56 1.56
Gencore Fugitive Total 0.54 0.54 0.11 0.11 0.03 0.03 0.00E+00 0.00E+00 0.00 0.00 0 0 0.25 0.25 0.00 0.00 1.56 1.56
POTM + Gencore Fugitive Total 0.54 0.54 0.11 0.11 0.10 0.04 0.00E+00 0.00E+00 0.00 0.00 564 88 72.05 19.37 0.00 0.00 1.56 1.56
POTM Point Total 59.70 59.70 24,991 24,991 4.92 4.71 4.29E-05 4.29E-05 30.59 30.59 2,838 31.01 659 8.20 23.25 23.25 19.60 19.60
Gencore Point Total 28.66 28.66 13,624 13,624 2.51 2.38 0.00E+00 0.00E+00 4.92 4.92 2,597 4.72 613 1.01 1.36 1.36 19.63 17.19
POTM + Gencore Point Total 35.87 35.87 23,991 23,991 2.85 2.56 4.29E-05 4.29E-05 13.51 13.51 2,854 29.66 654 8.09 1.41 1.41 20.25 17.81
POTM Point Difference -11.54 3,019.44 1.48 0.00 -39.32 -81.62 -29.34 12.84 5.07
Gencore Point Difference #REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
POTM + Gencore Point Difference #REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!
Major Source Thresholds (Point Sources Only) 1 100 0.06 100 100 70 100 100
Above Major Source Threshold?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?#NAME?
Attainment Status
Modeling Thresholds (Point Sources Only)2 100 0.06 40 15 40
Modeling Required (Point Sources)? #NAME?#NAME?#NAME?#NAME?#NAME?
Modeling Thresholds (Fugitive Sources Only)2 5
Modeling Required (Fugitive Sources)? No
POTM Facility Total 60.24 60.24 24,991.55 24,991.55 5.03 4.75 4.29E-05 4.29E-05 30.59 30.59 3,402.00 118.85 731.18 27.56 23.25 23.25 21.16 21.16
POTM + Gencore Total 36.41 36.41 23,991.08 23,990.92 2.95 2.59 0.00 0.00 13.51 13.51 3,417.63 117.50 726.21 27.46 1.41 1.41 21.82 19.38
Category Values
Process Area Source Emission Type Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
Aggregate Cone Crushers Point 10.76 2.42 1.61 0.45
Dozer Fugitive 1.69 1.69 0.93 0.93
Jaw Crushers Point 9.36 2.11 1.40 0.39
Loader to Hopper Fugitive 0.06 0.06 9.36E-03 9.36E-03
Truck Loading Fugitive 0.39 0.39 0.06 0.06
VSI Crushers Point 10.76 2.42 1.61 0.45
Conveyors Point 103 4.31 15.44 1.22
VSI Screens Point 39.02 3.32 5.85 0.22
Hopper Screens Point 33.93 2.89 5.09 0.20
Cone Crusher Screens Point 39.02 3.32 5.85 0.22
Aggregate Total 248 22.93 37.87 4.15
Facility Generator 1 (1000 kW)35.16 35.16 2,176 2,176 0.02 0.02 28.54 28.54 1.65 1.65 1.65 1.65 0.02 0.02 4.14 4.14
Generator 2 (725 kW)27.31 27.31 1,690 1,690 0.02 0.02 22.17 22.17 1.29 1.29 1.29 1.29 0.02 0.02 3.21 3.21
Generator 3 (725 kW)5.64 5.64 349 349 3.32E-03 3.32E-03 4.58 4.58 0.27 0.27 0.27 0.27 3.65E-03 3.65E-03 0.66 0.66
Disturbed Ground Fugitive 5.62 5.62 0.84 0.84
Storage Piles Fugitive 45.99 15.64 13.53 8.12
Diesel Fuel Tank 1 - Point West Point 2.27E-04 2.27E-04 1.02E-03 1.02E-03
Diesel Fuel Tank - Point East HMA Point 1.31E-05 1.31E-05 4.59E-05 4.59E-05
Diesel Fuel Tank - Point South Point 4.29E-04 4.29E-04 1.49E-03 1.49E-03
Diesel Fuel Tank - Point West Point 2.98E-04 2.98E-04 1.04E-03 1.04E-03
Gasoline Fuel Tank - Point West Point 3.43E-03 3.43E-03 0.15 0.15
Diesel Fuel Tank 1 - Point East Point 1.68E-05 1.68E-05
Diesel Fuel Tank 2 - Point East Point 4.51E-04 4.51E-04 1.39E-03 1.39E-03
Unpaved Roads - RMC-PW Haul Truck Fugitive 5.35 0.80 0.54 0.08
Unpaved Roads - RMC-PW Loader Fugitive 15.90 2.39 1.59 0.24
Unpaved Roads - RMC-PS Haul Truck Fugitive 1.28 0.19 0.13 0.02
Unpaved Roads - RMC-PS Haul Truck - B Fugitive 0.45 0.07 0.05 6.80E-03
Unpaved Roads - RMC-PS Loader Fugitive 3.04 0.46 0.30 0.05
Unpaved Roads - Aggregate Haul Truck Fugitive 103 15.50 10.34 1.55
Unpaved Roads - Aggregate Loaders Fugitive 173 26.00 17.33 2.60
Unpaved Roads - Aggregate Loader - Fin Fugitive 30.27 4.54 3.03 0.45
Unpaved Roads - HMA Haul Trucks Fugitive 15.21 2.28 1.52 0.23
Unpaved Roads - HMA Loader - RAP Fugitive 2.34 0.35 0.23 0.04
Unpaved Roads - HMA Loader - Agg Fugitive 8.19 1.23 0.82 0.12
SO2 VOCCOGHGHAPLeadNOxPM10PM2.5
Attainment AttainmentAttainmentN/A N/A Attainment Attainment Attainment Non-Attainment
PM2.5 SO2 VOCCOGHGHAPLeadNOxPM10
Paved Roads - RMC-PW Haul Truck Fugitive 16.52 0.83 1.65 0.08
Paved Roads - Aggregate Haul Truck Fugitive 106 5.29 10.58 0.53
Paved Roads - HMA Haul Trucks Fugitive 18.09 0.90 1.81 0.09
Kemco Boiler 2.52 2.52 3,611 3,611 0.06 0.06 1.50E-05 1.50E-05 3.01 3.01 0.23 0.23 0.23 0.23 0.02 0.02 0.17 0.17
Facility Total 71 71 7,827 7,827 0.10 0.10 1.50E-05 1.50E-05 58 58 548 80 67 17.63 0.06 0.06 8.33 8.33
HMA Asphalt Loadout Fugitive 0.54 0.54 0.11 0.11 0.03 0.03 0.21 0.21 0.21 0.21 1.56 1.56
Asphalt Storage Silo Point 0.47 0.47 0.32 0.32 0.18 0.18 0.23 0.23 0.23 0.23 4.87 4.87
Drum Mix Point 52 52 14,400 14,400 4.32 4.27 22.00 22.00 2,560 1.68 600 0.12 23.20 23.20 12.80 12.80
Hot Oil System Point 9.60E-03 9.60E-03 224 224 2.12E-04 2.12E-04 1.52E-04 1.52E-04
Lime Silo Point 16.90 0.17 16.90 0.17
RAP Conveyor Point 0.41 0.41 0.06 0.06
RAP Screens Point 1.64 1.64 0.25 0.25
Asphalt Cement Tank 1 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 2 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 3 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 4 Point 0.02 0.02 0.33 0.33
HMA Loader Fugitive 0.04 0.04 0.04 0.04
HMA Agg Conveyor Point 1.94 1.94 0.29 0.29
HMA Total 53 53 14,624 14,624 4.62 4.57 22.00 22.00 2,581 6.32 618 1.36 23.20 23.20 20.54 20.54
HMA_Gencore Asphalt Loadout Fugitive 0.54 0.54 0.11 0.11 0.03 0.03 0.21 0.21 0.21 0.21 1.56 1.56
Asphalt Storage Silo Point 0.47 0.47 0.32 0.16 0.18 0.09 0.23 0.23 0.23 0.23 4.87 2.44
Drum Mix Point 2,584 0.41 600 0.10
Drum Mix - Natural Gas Point 28.00 28.00 13,360 13,360 2.19 2.15 4.92 4.92 1.36 1.36 12.80 12.80
Hot Oil System Point 0.18 0.18 264 264 2.04E-11 2.04E-11
Lime Silo Point 8.45 0.08 8.45 0.08
RAP Conveyor Point 0.41 0.41 0.41 0.06
Asphalt Cement Tank 1 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 2 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 3 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 4 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 5 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 6 Point 0.02 0.02 0.33 0.33
RAP Screen Point 1.64 1.64 1.64 0.25
HMA Loader Fugitive 0.04 0.04 0.04 0.04
HMA Agg Conveyor Point 2.02 1.94 2.02 0.29
HMA_Gencore Total 29.20 29.20 13,624 13,624 2.55 2.42 4.92 4.92 2,597 4.97 613 1.26 1.36 1.36 21.19 18.76
RMC - PS Aggregate Transfer to Elevated Bin Point 0.83 0.83 0.83 0.83
Cement Loading to Storage Silo Point 0.02 2.93E-05 0.03 0.03 0.03 0.03
Cement Supplement Loading to Storage Point 0.02 8.81E-05 0.05 0.05 0.05 0.05
Loader to Hopper Fugitive 0.05 0.05 0.05 0.05
Mixer Loading Point 0.11 4.34E-03 7.22 0.30 0.67 0.07
Sand Transfer to Elevated Bin Point 0.19 0.19 0.19 0.19
Water Heater #1 Point 3.61 3.61 5,184 5,184 0.08 0.08 2.15E-05 2.15E-05 4.29 4.29 0.33 0.33 0.33 0.33 0.03 0.03 0.24 0.24
Weigh Hopper Loading Point 1.02 1.02 1.02 1.02
Conveyors Fugitive 3.04 0.13 3.04 3.60E-03
RMC - PS Total 3.61 3.61 5,184 5,184 0.23 0.09 2.15E-05 2.15E-05 4.29 4.29 12.76 2.92 6.21 2.56 0.03 0.03 0.24 0.24
RMC - PW Aggregate Transfer to Elevated Bin Point 0.83 0.83 0.83 0.83
Cement Loading to Storage Silo Point 0.02 2.93E-05 0.03 0.03 0.03 0.03
Cement Supplement Loading to Storage Point 2.89E-03 1.46E-03 0.05 0.05 0.05 0.05
Loader to Hopper Fugitive 0.03 0.03 0.03 0.03
Mixer Loading Fugitive 0.07 2.89E-03 4.82 0.20 0.45 0.04
Sand Transfer to Elevated Bin Point 0.19 0.19 0.19 0.19
Water Heater #2 Point 3.61 3.61 5,184 5,184 0.08 0.08 2.15E-05 2.15E-05 4.29 4.29 0.33 0.33 0.33 0.33 0.03 0.03 0.24 0.24
Weigh Hopper Loading Fugitive 1.02 1.02 1.02 1.02
Conveyors Fugitive 1.94 1.94 1.94 1.94
RMC - PW Total 3.61 3.61 5,184 5,184 0.17 0.09 2.15E-05 2.15E-05 4.29 4.29 9.23 4.61 4.86 4.46 0.03 0.03 0.24 0.24
Grand Total 160 160 46,442 46,442 7.67 7.26 5.80E-05 5.80E-05 94 94 5,997 122 1,347 31.41 24.67 24.67 51 48.10
Abbreviations Definition
HMA Existing Hot Mix Asphalt Plant
HMA_Gencore New Hot Mix Asphalt Plant
RMC - PW Ready Mix Concrete - Point West
RMC - PS Ready Mix Concrete - Point South
Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
HMA_Gencore HMA Loader 490 tons 784,000 tons PM10 PM10 1.00E-04 lbs/ton
HMA_Gencore HMA Loader 490 tons 784,000 tons PM2.5 PM2.5 1.00E-04 lbs/ton
HMA_Gencore HMA Agg Conveyor 2295 tons 3,672,000 tons PM10 PM10 1.10E-03 lbs/ton
HMA_Gencore HMA Agg Conveyor 2295 tons 3,672,000 tons PM2.5 PM2.5 1.10E-03 lbs/ton
HMA_Gencore RAP Screen 235 tons 376,000 tons PM10 PM10 8.70E-03 lbs/ton
HMA_Gencore RAP Screen 235 tons 376,000 tons PM2.5 PM2.5 8.70E-03 lbs/ton
HMA_Gencore RAP Conveyor 470 tons 752,000 tons PM10 PM10 1.10E-03 lbs/ton
HMA_Gencore RAP Conveyor 470 tons 752,000 tons PM2.5 PM2.5 1.10E-03 lbs/ton
HMA_Gencore Lime Silo 10.00 tons 16,000 tons PM10 PM10 1.06E+00 lbs/ton
HMA_Gencore Lime Silo 10.00 tons 16,000 tons PM2.5 PM2.5 1.06E+00 lbs/ton
HMA_Gencore Drum Mix 500 tons 800,000 tons PM10 PM10 6.46E+00 lbs/ton
HMA_Gencore Drum Mix 500 tons 800,000 tons PM2.5 PM2.5 1.50E+00 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CO CO 0.07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CO2 GHG 33.00 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons NOx NOx 1.23E-02 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons SO2 SO2 3.40E-03 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CH4 GHG 0.40 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons VOC VOC 0.03 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Antimony HAP 3.56E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Arsenic HAP 1.11E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Cadmium HAP 8.12E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Chromium HAP 1.09E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Cobalt HAP 5.15E-08 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Hexavalent chromium HAP 8.91E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Lead HAP 1.23E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Manganese HAP 1.52E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Mercury HAP 4.75E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Nickel HAP 1.25E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Phosphorus HAP 5.54E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Selenium HAP 6.93E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Formaldehyde HAP 3.10E-03 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benz(a)anthracene HAP 3.90E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzene HAP 2.10E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Methyl chloroform HAP 4.80E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Acenaphthene HAP 1.40E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Phenanthrene HAP 7.60E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Fluorene HAP 3.80E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Naphthalene HAP 9.00E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons 2-Methylnaphthalene HAP 7.40E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Ethylbenzene HAP 2.40E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Toluene HAP 1.50E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons n-Hexane HAP 9.20E-04 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Anthracene HAP 2.20E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Pyrene HAP 5.40E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(g,h,i)perylene HAP 4.00E-08 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(e)pyrene HAP 1.10E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Indeno(1,2,3-cd)pyrene HAP 7.00E-09 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Perylene HAP 8.80E-09 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(b)fluoranthene HAP 1.00E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Fluoranthene HAP 6.10E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(k)fluoranthene HAP 4.10E-08 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Acenaphthylene HAP 8.60E-06 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Chrysene HAP 1.80E-07 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(a)pyrene HAP 9.80E-09 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Isooctane HAP 4.00E-05 lbs/ton
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Xylenes HAP 2.00E-04 lbs/ton
HMA_Gencore Hot Oil System 2.80 MMBtu 1,600 hours CO CO 8.24E-02 lbs/MMBtu
HMA_Gencore Hot Oil System 2.80 MMBtu 1,600 hours CO2 GHG 1.18E+02 lbs/MMBtu
HMA_Gencore Hot Oil System 2.80 MMBtu 1,600 hours Formaldehyde HAP 2.55E-11 lbs/MMBtu
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons PM10 PM10 5.74E-04 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons PM2.5 PM2.5 5.74E-04 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons CO CO 1.18E-03 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons VOC VOC 1.22E-02 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons CH4 GHG 7.92E-04 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Benzene HAP 3.90E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Bromomethane HAP 5.97E-07 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons 2-Butanone HAP 4.75E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Carbon disulfide HAP 1.95E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Chloroethane HAP 4.87E-07 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Chloromethane HAP 2.80E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Ethylbenzene HAP 4.63E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Formaldehyde HAP 8.41E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons n-Hexane HAP 1.22E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Isooctane HAP 3.78E-08 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Methylene chloride HAP 3.29E-08 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Styrene HAP 6.58E-07 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Toluene HAP 7.56E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons m, p-Xylene HAP 2.44E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons o-Xylene HAP 6.95E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Acenaphthene HAP 1.19E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Acenaphthylene HAP 3.55E-07 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Anthracene HAP 3.30E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Benz(a)anthracene HAP 1.42E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Benzo(e)pyrene HAP 2.41E-07 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Chrysene HAP 5.33E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Fluoranthene HAP 3.81E-06 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Fluorene HAP 2.56E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons 2-Methylnaphthalene HAP 1.34E-04 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Naphthalene HAP 4.62E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Perylene HAP 7.62E-07 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Phenanthrene HAP 4.57E-05 lbs/ton
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Pyrene HAP 1.12E-05 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons PM10 PM10 5.22E-04 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons PM2.5 PM2.5 5.22E-04 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons CO CO 1.35E-03 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons VOC VOC 3.91E-03 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons CH4 GHG 2.70E-04 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzene HAP 2.16E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Bromomethane HAP 3.99E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons 2-Butanone HAP 2.04E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Carbon disulfide HAP 5.41E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chloroethane HAP 8.73E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chloromethane HAP 6.24E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Cumene HAP 4.57E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Ethylbenzene HAP 1.16E-05 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Formaldehyde HAP 3.66E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons n-Hexane HAP 6.24E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Isooctane HAP 7.49E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Styrene HAP 3.04E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Tetrachloroethene HAP 3.20E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Toluene HAP 8.73E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Trichlorofluoromethane HAP 5.41E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons m, p-Xylene HAP 1.71E-05 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons o-Xylene HAP 3.33E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Acenaphthene HAP 8.86E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Acenaphthylene HAP 9.55E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Anthracene HAP 2.39E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benz(a)anthracene HAP 6.48E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(b)fluoranthene HAP 2.59E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(k)fluoranthene HAP 7.50E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(g,h,i)perylene HAP 6.48E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(a)pyrene HAP 7.84E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(e)pyrene HAP 2.66E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chrysene HAP 3.51E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Dibenzo(a,h)anthracene HAP 1.26E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Fluoranthene HAP 1.70E-07 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Fluorene HAP 2.63E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Indeno(1,2,3-cd)pyrene HAP 1.60E-09 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons 2-Methylnaphthalene HAP 8.11E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Naphthalene HAP 4.26E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Perylene HAP 7.50E-08 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Phenanthrene HAP 2.76E-06 lbs/ton
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Pyrene HAP 5.11E-07 lbs/ton
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Naphthalene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Xylene (m)HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Naphthalene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Xylene (m)HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Naphthalene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Xylene (m)HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Naphthalene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Xylene (m)HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Naphthalene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Xylene (m)HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity VOC VOC BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Benzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Ethylbenzene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Naphthalene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Toluene HAP BTECS -
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Xylene (m)HAP BTECS -
Throughput Comments & Assumptions:
Pollutant AP-42 11.1 HMA (lbs/ton)Gencore
(lbs/ton)CO 0.13 0.07
NOx 0.026 0.0123
SO2 0.0034 0.0034
VOC 0.032 NA
Emission Factor References & Assumptions:
[6] PM10 speciation ratio of 0.48 PM10/TSP applied to PM emission factor based on An Update on the Use of Particulate Ratios to Assess Likely PM10 Attainment Status
[7] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[8] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-3 Particulate Matter Emission Factors for Drum Mix Hot Asphalt Plants - Dryer Uncontrolled & Dryer Fabric Filter
[1] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Conveyor Transfer Point
[2] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Screening
[3] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[4] AP-42 11.19.2-2
[5] AP-42, 11.17 Lime Manufacturing, Table 11.17-4 Emission Factors for Lime Manufacturing Raw Material and Product Processing and Handling - Product transfer and c
- The amount of RAP used in hot mix asphalt operations is based on the composition of aggregate and RAP in the asphalt mix. Hot mix asphalt is approximately 94% agg
RAP is calculated by multiplying the maximum hourly and annual process throughputs by the percentage of aggregate in hot melt asphalt, multiplied by the percentage o
is applied to the RAP screens or conveyors.
- The amount of lime used in hot mix asphalt operations is approximately 4%wt. The maximum throughput for the lime silos is calculated by multiplying the maximum h
- The hot mix asphalt drum is natural gas and waste oil fired. Emissions are calculated based on the maximum hourly and annual process throughputs for the hot mix as
processing and fuel combustion are vented to a fabric filter for control.
- Hot mix asphalt silos have a rated capacity of 300 tons and there are a total of 6 silos for the hot mix asphalt process. The throughput for the silos is limited by the ma
- The hot oil system associated with the gencore hot mix asphalt process uses natural gas and has a maximum capacity of 2.8 MMBtu/hour.
[25] Gencore provided data
[23] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants does not provide uncontr
to be equal to the controlled emission factors since it is assumed that the fabric filter used as control in the data provided by AP-42 would not significantly reduce organ
[24] Asphalt cement tank emissions are calculated using the Barr Tank Emission Calculation Spreadsheet (BTECS). The output of the calculations is included in the table.
[10] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-7 Emission Factors for CO, CO2, NOx, and SO2 from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer
[11] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-8 Emission Factors for TOC, Methane, and VOC from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer
[12] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer w
[13] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas or propane fired dryer,
[14] AP-42, 11.1 Hot Asphalt Plants, 11.1-13 Emission Factors for Hot Mix Asphalt Hot Oil Systems - natural gas fired
[15] AP-42, 11.1-13 Emission Factors for Hot Oil System fired with Natural Gas
[16] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-14 Predictive Emission Factor Equations for Load-Out and Silo Filling Operations
[18] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-16 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Volatile-Based Compounds
[19] Emission factors specific to PM 10 and PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of Total PM = PM10 = PM2.5. Table 11.1-
[20] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-9
[21] Emission factors specific to VOC are not provided in AP-42, thus it is conservatively estimated that TOC = VOC. Speciation of VOC emissions for HAPS is not provided
[22] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants does not provide uncontrolled emiss
estimated 98% removal efficiency for a fabric filter.
[9] AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-4 Summary of Particulate Size Distribution for Drum Mix Dryers - Dryer Uncontrolled & Dryer Fabric Filter
[17] AP-42, 11.1 Hot Mix Asphalt, Table 11.1-15 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Particulate-Based Compounds
Calculated Calculated or controlled EF Calculated Calculated
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
0.05 0.04 0%CE 0.05 0.04 Fugitive [4]
0.05 0.04 0%CE 0.05 0.04 Fugitive [4]
2.52 2.02 0%CE 2.52 1.94 Point [1]
2.52 2.02 0%CE 2.52 0.29 Point [1], [3]
2.04 1.64 0%CE 2.04 1.64 Point [2]
2.04 1.64 0%CE 2.04 0.25 Point [2], [3]
0.52 0.41 0%CE 0.52 0.41 Point [1]
0.52 0.41 0%CE 0.52 0.06 Point [1], [3]
10.56 8.45 99%CE 0.11 0.08 Point [5], [6]
10.56 8.45 99%CE 0.11 0.08 Point [5], [6], [7]
3230.00 2584.00 99.984%CE 0.52 0.41 Point [8]
750.00 600.00 99.984%CE 0.12 0.10 Point [8], [9]
35.00 28.00 0%CE 35.00 28.00 Point [25]
16500.00 13200.00 0%CE 16500.00 13200.00 Point [10]
6.15 4.92 0%CE 6.15 4.92 Point [25]
1.70 1.36 0%CE 1.70 1.36 Point [25]
200.00 160.00 0%CE 200.00 160.00 Point [25]
16.00 12.80 0%CE 16.00 12.80 Point [11]
1.78E-04 1.43E-04 1.80E-07 lbs/ton 9.00E-05 7.20E-05 Point [13]
5.54E-04 4.44E-04 5.60E-07 lbs/ton 2.80E-04 2.24E-04 Point [13]
4.06E-04 3.25E-04 4.10E-07 lbs/ton 2.05E-04 1.64E-04 Point [13]
5.45E-03 4.36E-03 5.50E-06 lbs/ton 2.75E-03 2.20E-03 Point [13]
2.57E-05 2.06E-05 2.60E-08 lbs/ton 1.30E-05 1.04E-05 Point [13]
4.46E-04 3.56E-04 4.50E-07 lbs/ton 2.25E-04 1.80E-04 Point [13]
6.14E-04 4.91E-04 6.20E-07 lbs/ton 3.10E-04 2.48E-04 Point [13]
7.62E-03 6.10E-03 7.70E-06 lbs/ton 3.85E-03 3.08E-03 Point [13]
2.38E-04 1.90E-04 2.40E-07 lbs/ton 1.20E-04 9.60E-05 Point [13]
6.24E-02 4.99E-02 6.30E-05 lbs/ton 3.15E-02 2.52E-02 Point [13]
2.77E-02 2.22E-02 2.80E-05 lbs/ton 1.40E-02 1.12E-02 Point [13]
3.47E-04 2.77E-04 3.50E-07 lbs/ton 1.75E-04 1.40E-04 Point [13]
1.55E+00 1.24E+00 3.10E-03 lbs/ton 1.55E+00 1.24E+00 Point [12]
1.95E-01 1.56E-01 3.90E-04 lbs/ton 1.95E-01 1.56E-01 Point [12]
1.05E-04 8.40E-05 2.10E-07 lbs/ton 1.05E-04 8.40E-05 Point [12]
2.40E-02 1.92E-02 4.80E-05 lbs/ton 2.40E-02 1.92E-02 Point [12]
7.00E-04 5.60E-04 1.40E-06 lbs/ton 7.00E-04 5.60E-04 Point [12]
3.80E-03 3.04E-03 7.60E-06 lbs/ton 3.80E-03 3.04E-03 Point [12]
1.90E-03 1.52E-03 3.80E-06 lbs/ton 1.90E-03 1.52E-03 Point [12]
4.50E-02 3.60E-02 9.00E-05 lbs/ton 4.50E-02 3.60E-02 Point [12]
3.70E-02 2.96E-02 7.40E-05 lbs/ton 3.70E-02 2.96E-02 Point [12]
1.20E-01 9.60E-02 2.40E-04 lbs/ton 1.20E-01 9.60E-02 Point [12]
7.50E-02 6.00E-02 1.50E-04 lbs/ton 7.50E-02 6.00E-02 Point [12]
4.60E-01 3.68E-01 9.20E-04 lbs/ton 4.60E-01 3.68E-01 Point [12]
1.10E-04 8.80E-05 2.20E-07 lbs/ton 1.10E-04 8.80E-05 Point [12]
2.70E-04 2.16E-04 5.40E-07 lbs/ton 2.70E-04 2.16E-04 Point [12]
2.00E-05 1.60E-05 4.00E-08 lbs/ton 2.00E-05 1.60E-05 Point [12]
5.50E-05 4.40E-05 1.10E-07 lbs/ton 5.50E-05 4.40E-05 Point [12]
3.50E-06 2.80E-06 7.00E-09 lbs/ton 3.50E-06 2.80E-06 Point [12]
4.40E-06 3.52E-06 8.80E-09 lbs/ton 4.40E-06 3.52E-06 Point [12]
5.00E-05 4.00E-05 1.00E-07 lbs/ton 5.00E-05 4.00E-05 Point [12]
3.05E-04 2.44E-04 6.10E-07 lbs/ton 3.05E-04 2.44E-04 Point [12]
2.05E-05 1.64E-05 4.10E-08 lbs/ton 2.05E-05 1.64E-05 Point [12]
4.30E-03 3.44E-03 8.60E-06 lbs/ton 4.30E-03 3.44E-03 Point [12]
9.00E-05 7.20E-05 1.80E-07 lbs/ton 9.00E-05 7.20E-05 Point [12]
4.90E-06 3.92E-06 9.80E-09 lbs/ton 4.90E-06 3.92E-06 Point [12]
2.00E-02 1.60E-02 4.00E-05 lbs/ton 2.00E-02 1.60E-02 Point [12]
1.00E-01 8.00E-02 2.00E-04 lbs/ton 1.00E-01 8.00E-02 Point [12]
0.23 0.18 0%CE 2.31E-01 1.84E-01 Point [14]
329.41 263.53 0%CE 3.29E+02 2.64E+02 Point [14]
7.14E-11 2.04E-11 0%CE 7.14E-11 2.04E-11 Point [14]
2.87E-01 2.30E-01 0%CE 2.87E-01 2.30E-01 Point [16], [19]
2.87E-01 2.30E-01 0%CE 2.87E-01 2.30E-01 Point [16], [19]
5.90E-01 4.72E-01 0%CE 5.90E-01 4.72E-01 Point [16]
6.09E+00 4.87E+00 50%CE 3.05E+00 2.44E+00 Point [18]
3.96E-01 3.17E-01 50%CE 1.98E-01 1.58E-01 Point [18]
1.95E-03 1.56E-03 50%CE 9.75E-04 7.80E-04 Point [18]
2.99E-04 2.39E-04 50%CE 1.49E-04 1.19E-04 Point [18]
2.38E-03 1.90E-03 50%CE 1.19E-03 9.51E-04 Point [18]
9.75E-04 7.80E-04 50%CE 4.87E-04 3.90E-04 Point [18]
2.44E-04 1.95E-04 50%CE 1.22E-04 9.75E-05 Point [18]
1.40E-03 1.12E-03 50%CE 7.01E-04 5.61E-04 Point [18]
2.32E-03 1.85E-03 50%CE 1.16E-03 9.26E-04 Point [18]
4.20E-02 3.36E-02 50%CE 2.10E-02 1.68E-02 Point [18]
6.09E-03 4.87E-03 50%CE 3.05E-03 2.44E-03 Point [18]
1.89E-05 1.51E-05 50%CE 9.44E-06 7.56E-06 Point [18]
1.65E-05 1.32E-05 50%CE 8.23E-06 6.58E-06 Point [18]
3.29E-04 2.63E-04 50%CE 1.65E-04 1.32E-04 Point [18]
3.78E-03 3.02E-03 50%CE 1.89E-03 1.51E-03 Point [18]
1.22E-02 9.75E-03 50%CE 6.09E-03 4.87E-03 Point [18]
3.47E-03 2.78E-03 50%CE 1.74E-03 1.39E-03 Point [18]
5.97E-03 4.77E-03 50%CE 2.98E-03 2.39E-03 Point [17]
1.78E-04 1.42E-04 50%CE 8.89E-05 7.11E-05 Point [17]
1.65E-03 1.32E-03 50%CE 8.25E-04 6.60E-04 Point [17]
7.11E-04 5.69E-04 50%CE 3.55E-04 2.84E-04 Point [17]
1.21E-04 9.65E-05 50%CE 6.03E-05 4.82E-05 Point [17]
2.67E-03 2.13E-03 50%CE 1.33E-03 1.07E-03 Point [17]
1.90E-03 1.52E-03 50%CE 9.52E-04 7.62E-04 Point [17]
1.28E-02 1.03E-02 50%CE 6.41E-03 5.13E-03 Point [17]
6.69E-02 5.35E-02 50%CE 3.34E-02 2.68E-02 Point [17]
2.31E-02 1.85E-02 50%CE 1.16E-02 9.24E-03 Point [17]
3.81E-04 3.05E-04 50%CE 1.90E-04 1.52E-04 Point [17]
2.29E-02 1.83E-02 50%CE 1.14E-02 9.14E-03 Point [17]
5.59E-03 4.47E-03 50%CE 2.79E-03 2.23E-03 Point [17]
2.61E-01 2.09E-01 0%CE 2.61E-01 2.09E-01 Fugitive [16], [19]
2.61E-01 2.09E-01 0%CE 2.61E-01 2.09E-01 Fugitive [16], [19]
6.76E-01 5.40E-01 0%CE 6.76E-01 5.40E-01 Fugitive [16]
1.95E+00 1.56E+00 0%CE 1.95E+00 1.56E+00 Fugitive [18]
1.35E-01 1.08E-01 0%CE 1.35E-01 1.08E-01 Fugitive [18]
1.08E-03 8.65E-04 0%CE 1.08E-03 8.65E-04 Fugitive [18]
2.00E-04 1.60E-04 0%CE 2.00E-04 1.60E-04 Fugitive [18]
1.02E-03 8.15E-04 0%CE 1.02E-03 8.15E-04 Fugitive [18]
2.70E-04 2.16E-04 0%CE 2.70E-04 2.16E-04 Fugitive [18]
4.37E-06 3.49E-06 0%CE 4.37E-06 3.49E-06 Fugitive [18]
3.12E-04 2.50E-04 0%CE 3.12E-04 2.50E-04 Fugitive [18]
2.29E-03 1.83E-03 0%CE 2.29E-03 1.83E-03 Fugitive [18]
5.82E-03 4.66E-03 0%CE 5.82E-03 4.66E-03 Fugitive [18]
1.83E-03 1.46E-03 0%CE 1.83E-03 1.46E-03 Fugitive [18]
3.12E-03 2.50E-03 0%CE 3.12E-03 2.50E-03 Fugitive [18]
3.74E-05 2.99E-05 0%CE 3.74E-05 2.99E-05 Fugitive [18]
1.52E-04 1.21E-04 0%CE 1.52E-04 1.21E-04 Fugitive [18]
1.60E-04 1.28E-04 0%CE 1.60E-04 1.28E-04 Fugitive [18]
4.37E-03 3.49E-03 0%CE 4.37E-03 3.49E-03 Fugitive [18]
2.70E-05 2.16E-05 0%CE 2.70E-05 2.16E-05 Fugitive [18]
8.53E-03 6.82E-03 0%CE 8.53E-03 6.82E-03 Fugitive [18]
1.66E-03 1.33E-03 0%CE 1.66E-03 1.33E-03 Fugitive [18]
4.43E-04 3.55E-04 0%CE 4.43E-04 3.55E-04 Fugitive [17]
4.77E-05 3.82E-05 0%CE 4.77E-05 3.82E-05 Fugitive [17]
1.19E-04 9.55E-05 0%CE 1.19E-04 9.55E-05 Fugitive [17]
3.24E-05 2.59E-05 0%CE 3.24E-05 2.59E-05 Fugitive [17]
1.30E-05 1.04E-05 0%CE 1.30E-05 1.04E-05 Fugitive [17]
3.75E-06 3.00E-06 0%CE 3.75E-06 3.00E-06 Fugitive [17]
3.24E-06 2.59E-06 0%CE 3.24E-06 2.59E-06 Fugitive [17]
3.92E-06 3.14E-06 0%CE 3.92E-06 3.14E-06 Fugitive [17]
1.33E-05 1.06E-05 0%CE 1.33E-05 1.06E-05 Fugitive [17]
1.76E-04 1.40E-04 0%CE 1.76E-04 1.40E-04 Fugitive [17]
6.31E-07 5.05E-07 0%CE 6.31E-07 5.05E-07 Fugitive [17]
8.52E-05 6.82E-05 0%CE 8.52E-05 6.82E-05 Fugitive [17]
1.31E-03 1.05E-03 0%CE 1.31E-03 1.05E-03 Fugitive [17]
8.01E-07 6.41E-07 0%CE 8.01E-07 6.41E-07 Fugitive [17]
4.06E-03 3.25E-03 0%CE 4.06E-03 3.25E-03 Fugitive [17]
2.13E-03 1.70E-03 0%CE 2.13E-03 1.70E-03 Fugitive [17]
3.75E-05 3.00E-05 0%CE 3.75E-05 3.00E-05 Fugitive [17]
1.38E-03 1.10E-03 0%CE 1.38E-03 1.10E-03 Fugitive [17]
2.56E-04 2.05E-04 0%CE 2.56E-04 2.05E-04 Fugitive [17]
7.44E-02 3.26E-01 0%CE 7.44E-02 3.26E-01 Point [24]
6.88E-04 3.02E-03 0%CE 6.88E-04 3.02E-03 Point [24]
2.97E-04 1.30E-03 0%CE 2.97E-04 1.30E-03 Point [24]
1.03E-03 4.52E-03 0%CE 1.03E-03 4.52E-03 Point [24]
1.74E-03 7.60E-03 0%CE 1.74E-03 7.60E-03 Point [24]
1.60E-03 7.00E-03 0%CE 1.60E-03 7.00E-03 Point [24]
7.44E-02 3.26E-01 0%CE 7.44E-02 3.26E-01 Point [24]
6.88E-04 3.02E-03 0%CE 6.88E-04 3.02E-03 Point [24]
2.97E-04 1.30E-03 0%CE 2.97E-04 1.30E-03 Point [24]
1.03E-03 4.52E-03 0%CE 1.03E-03 4.52E-03 Point [24]
1.74E-03 7.60E-03 0%CE 1.74E-03 7.60E-03 Point [24]
1.60E-03 7.00E-03 0%CE 1.60E-03 7.00E-03 Point [24]
7.44E-02 3.26E-01 0%CE 7.44E-02 3.26E-01 Point [24]
6.88E-04 3.02E-03 0%CE 6.88E-04 3.02E-03 Point [24]
2.97E-04 1.30E-03 0%CE 2.97E-04 1.30E-03 Point [24]
1.03E-03 4.52E-03 0%CE 1.03E-03 4.52E-03 Point [24]
1.74E-03 7.60E-03 0%CE 1.74E-03 7.60E-03 Point [24]
1.60E-03 7.00E-03 0%CE 1.60E-03 7.00E-03 Point [24]
7.44E-02 3.26E-01 0%CE 7.44E-02 3.26E-01 Point [24]
6.88E-04 3.02E-03 0%CE 6.88E-04 3.02E-03 Point [24]
2.97E-04 1.30E-03 0%CE 2.97E-04 1.30E-03 Point [24]
1.03E-03 4.52E-03 0%CE 1.03E-03 4.52E-03 Point [24]
1.74E-03 7.60E-03 0%CE 1.74E-03 7.60E-03 Point [24]
1.60E-03 7.00E-03 0%CE 1.60E-03 7.00E-03 Point [24]
7.44E-02 3.26E-01 0%CE 7.44E-02 3.26E-01 Point [24]
6.88E-04 3.02E-03 0%CE 6.88E-04 3.02E-03 Point [24]
2.97E-04 1.30E-03 0%CE 2.97E-04 1.30E-03 Point [24]
1.03E-03 4.52E-03 0%CE 1.03E-03 4.52E-03 Point [24]
1.74E-03 7.60E-03 0%CE 1.74E-03 7.60E-03 Point [24]
1.60E-03 7.00E-03 0%CE 1.60E-03 7.00E-03 Point [24]
7.44E-02 3.26E-01 0%CE 7.44E-02 3.26E-01 Point [24]
6.88E-04 3.02E-03 0%CE 6.88E-04 3.02E-03 Point [24]
2.97E-04 1.30E-03 0%CE 2.97E-04 1.30E-03 Point [24]
1.03E-03 4.52E-03 0%CE 1.03E-03 4.52E-03 Point [24]
1.74E-03 7.60E-03 0%CE 1.74E-03 7.60E-03 Point [24]
1.60E-03 7.00E-03 0%CE 1.60E-03 7.00E-03 Point [24]
s, Table 7 prepared by EPA June 1984

conveying
gregate and the aggregate used is approximately 50% RAP. The maximum throughput for
of RAP in the aggregate. RAP only passes through the process once, so no scaling factor

hourly and annual process throughputs by the percentage of lime in the mixture.
phalt process for both fuel types. Emissions from the drum both from material

aximum throughput of the HMA drum.

rolled emission factors for organic HAPs. The uncontrolled emission factors are assumed
ic emissions.
Refer to BTECS document for details associated with calculations.

with fabric filter
with fabric filter & No. 2 fuel oil-fired dryer or waste oil/drain oil/No. 6 fuel oil-fired

-14 reference (b) notes that "Total PM is assumed to be predominantly PM-2.5 since

d specific to TOC emissions from transportation of asphalt following load out.
sion factors for metal HAPs. An uncontrolled emission factor was derived based on an

Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category
RMC - PS Loader to Hopper 360 tons 968,747 tons PM10 PM10
RMC - PS Loader to Hopper 360 tons 968,747 tons PM2.5 PM2.5
RMC - PS Aggregate Transfer to Elevated Bin 187 tons 501,219 tons PM10 PM10
RMC - PS Aggregate Transfer to Elevated Bin 187 tons 501,219 tons PM2.5 PM2.5
RMC - PS Sand Transfer to Elevated Bin 143 tons 383,775 tons PM10 PM10
RMC - PS Sand Transfer to Elevated Bin 143 tons 383,775 tons PM2.5 PM2.5
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Selenium HAP
RMC - PS Weigh Hopper Loading 200 yd3 537,500 yd3 PM10 PM10
RMC - PS Weigh Hopper Loading 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PS Mixer Loading 282 yd3 757,546 yd3 PM10 PM10
RMC - PS Mixer Loading 282 yd3 757,546 yd3 PM2.5 PM2.5
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Arsenic HAP
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Cadmium HAP
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Total Chromium HAP
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Lead HAP
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Manganese HAP
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Nickel HAP
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Phosphorus HAP
RMC - PS Conveyors 2,060 tons 5,535,694 tons PM10 PM10
RMC - PS Conveyors 2,060 tons 5,535,694 tons PM2.5 PM2.5
RMC - PW Loader to Hopper 229 tons 615,801 tons PM10 PM10
RMC - PW Loader to Hopper 229 tons 615,801 tons PM2.5 PM2.5
RMC - PW Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Selenium HAP
RMC - PW Weigh Hopper Loading 200 yd3 537,500 yd3 PM10 PM10
RMC - PW Weigh Hopper Loading 200 yd3 537,500 yd3 PM2.5 PM2.5
RMC - PW Mixer Loading 188 yd3 505,442 yd3 PM10 PM10
RMC - PW Mixer Loading 188 yd3 505,442 yd3 PM2.5 PM2.5
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Arsenic HAP
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Cadmium HAP
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Total Chromium HAP
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Lead HAP
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Manganese HAP
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Nickel HAP
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Phosphorus HAP
RMC - PW Conveyors 1,309 tons 3,518,862 tons PM10 PM10
RMC - PW Conveyors 1,309 tons 3,518,862 tons PM2.5 PM2.5
RMC - PS Water Heater #1 10 MMBtu 8,760 hours CO CO
RMC - PS Water Heater #1 10 MMBtu 8,760 hours NOx NOx
RMC - PS Water Heater #1 10 MMBtu 8,760 hours SO2 SO2
RMC - PS Water Heater #1 10 MMBtu 8,760 hours PM10 PM10
RMC - PS Water Heater #1 10 MMBtu 8,760 hours PM2.5 PM2.5
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Lead Lead
RMC - PS Water Heater #1 10 MMBtu 8,760 hours VOC VOC
RMC - PS Water Heater #1 10 MMBtu 8,760 hours 2-Methylnaphthale HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours 3-MethylchloranthrHAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours 7,12-Dimethylbenz(HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Acenaphthene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Acenaphthylene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Anthracene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benz(a)anthracene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(a)pyrene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(b)fluoranthe HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(g,h,i)perylen HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(k)fluoranthe HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Chrysene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Dibenzo(a,h)anthra HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Dichlorobenzene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Fluoranthene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Fluorene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Formaldehyde HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours n-Hexane HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Indeno(1,2,3-cd)py HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Naphthalene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Phenanthrene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Pyrene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Toluene HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Arsenic HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Beryllium HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Cadmium HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Chromium HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Cobalt HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Manganese HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Mercury HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Nickel HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Selenium HAP
RMC - PS Water Heater #1 10 MMBtu 8,760 hours CO2 GHG
RMC - PS Water Heater #1 10 MMBtu 8,760 hours CH4 GHG
RMC - PS Water Heater #1 10 MMBtu 8,760 hours N2O GHG
RMC - PW Water Heater #2 10 MMBtu 8,760 hours CO CO
RMC - PW Water Heater #2 10 MMBtu 8,760 hours NOx NOx
RMC - PW Water Heater #2 10 MMBtu 8,760 hours SO2 SO2
RMC - PW Water Heater #2 10 MMBtu 8,760 hours PM10 PM10
RMC - PW Water Heater #2 10 MMBtu 8,760 hours PM2.5 PM2.5
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Lead Lead
RMC - PW Water Heater #2 10 MMBtu 8,760 hours VOC VOC
RMC - PW Water Heater #2 10 MMBtu 8,760 hours 2-Methylnaphthale HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours 3-MethylchloranthrHAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours 7,12-Dimethylbenz(HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Acenaphthene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Acenaphthylene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Anthracene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benz(a)anthracene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(a)pyrene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(b)fluoranthe HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(g,h,i)perylen HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(k)fluoranthe HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Chrysene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Dibenzo(a,h)anthra HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Dichlorobenzene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Fluoranthene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Fluorene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Formaldehyde HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours n-Hexane HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Indeno(1,2,3-cd)py HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Naphthalene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Phenanthrene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Pyrene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Toluene HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Arsenic HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Beryllium HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Cadmium HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Chromium HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Cobalt HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Manganese HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Mercury HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Nickel HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Selenium HAP
RMC - PW Water Heater #2 10 MMBtu 8,760 hours CO2 GHG
RMC - PW Water Heater #2 10 MMBtu 8,760 hours CH4 GHG
RMC - PW Water Heater #2 10 MMBtu 8,760 hours N2O GHG
Maximum Throughput Comments & Assumptions:
Emission Factor References & Assumptions:
[4] AP-42, 11.12 Concrete Batching, Equation 11.12-1 and 11.12-2, in units of lb/yd3 of concrete produced (see EF_REF)
[5] AP-42, 11.12 Concrete Batching, 11.12-8 (English Units) Concrete Batch Plant Metal Emission Factors converted to units of lb/yd3 of concrete produced (se
[6] AP-42 11.12-6 Emission factors for aggregate to an elevated storage (SCC 3-05-011-04) and sand transfer to elevated storage (SCC 3-05-011-05) in units of
[7] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[2] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[3] AP-42, 11.12 Concrete Batching, 11.12-6 (English Units) Plant Wide Emission Factors per Yard of Central Mix Concrete
- Central ready-mix concrete plants have a maximum hourly capacity of 200 cubic yards of concrete production per hour. POTM has two central ready-mix co
production per 12-month rolling. The hourly maximum production rate is used for calculating the worst-case short-term emissions from the facility since the 4
multiplied by the percentage of a cement component (e.g., aggregate, cement, supplement, etc.). The annual maximum throughput was calculated by multipl
the composition of cement used in the emission factors listed in AP-42 11.12-6 (English Units) Plant Wide Emission Factors per Yard of Central Mix Concrete, F
73/4024=0.018.
- Concrete produced in the ready mix concrete plants has a density of approximately 1.4 tons per cubic yard.
- Ready mix concrete silos for concrete and concrete supplement have a fabric filter at the top of each silo. The fabric filters on the ready mix concrete silos h
- Water heaters are natural gas fired and do not have low NOx burner designs.
[1] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Conveyor, crushed stone
[8] Emissions from source are controlled by a fabric filter. Controlled emission calculations are based on emission factors from the applicable section of AP-42
[9] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Conveyor Transfer Point - controlled EF used as controlled emissi
[10] AP-42, 1.4 Natural Gas Combustion, Table 1.4-1 Emission Factors for Nitrogen Oxides (NOx) and Carbon Monoxide (CO) from Natural Gas Combustion - Sm
[11] AP-42, 1.4 Natural Gas Combustion, Table 1.4-2 Emissions Factors for Criteria Pollutants and Greenhouse Gases from Natural Gas Combustion
[12] AP-42, 1.4 Natural Gas Combustion, Table 1.4-4 Emission Factors for Metals from Natural Gas Combustion
[13] AP-42, 1.4 Natural Gas Combustion, Table 1.4-3 Emission Factors for Speciated Organic Compounds From Natural Gas Combustion
Calculated Calculated or controlled EF Calculated Calculated
Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type
1.00E-04 lbs/ton 0.04 0.05 0%CE 0.04 0.05 Fugitive
1.00E-04 lbs/ton 0.04 0.05 0%CE 0.04 0.05 Fugitive
3.30E-03 lbs/ton 0.62 0.83 0%CE 0.62 0.83 Point
3.30E-03 lbs/ton 0.62 0.83 0%CE 0.62 0.83 Point
9.90E-04 lbs/ton 0.14 0.19 0%CE 0.14 0.19 Point
9.90E-04 lbs/ton 0.14 0.19 0%CE 0.14 0.19 Point
1.00E-04 lbs/yd3 2.00E-02 2.69E-02 0%CE 2.00E-02 2.69E-02 Point
1.00E-04 lbs/yd3 2.00E-02 2.69E-02 0%CE 2.00E-02 2.69E-02 Point
4.12E-07 lbs/yd3 8.25E-05 1.11E-04 1.04E-09 lbs/yd3 2.08E-07 2.80E-07 Point
4.39E-09 lbs/yd3 8.79E-07 1.18E-06 1.19E-10 lbs/yd3 2.39E-08 3.21E-08 Point
5.74E-08 lbs/yd3 1.15E-05 1.54E-05 1.15E-09 lbs/yd3 2.30E-07 3.09E-07 Point
6.19E-08 lbs/yd3 1.24E-05 1.66E-05 7.12E-09 lbs/yd3 1.42E-06 1.91E-06 Point
1.81E-07 lbs/yd3 3.61E-05 4.86E-05 2.68E-09 lbs/yd3 5.35E-07 7.19E-07 Point
4.96E-05 lbs/yd3 9.92E-03 1.33E-02 2.87E-08 lbs/yd3 5.74E-06 7.72E-06 Point
4.32E-06 lbs/yd3 8.64E-04 1.16E-03 1.03E-08 lbs/yd3 2.05E-06 2.76E-06 Point
2.90E-06 lbs/yd3 5.79E-04 2.54E-03 5.79E-08 lbs/yd3 1.16E-05 1.56E-05 Point
2.00E-04 lbs/yd3 4.00E-02 5.38E-02 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
2.00E-04 lbs/yd3 4.00E-02 5.38E-02 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
1.45E-05 lbs/yd3 2.89E-03 3.89E-03 3.65E-08 lbs/yd3 7.30E-06 9.81E-06 Point
1.22E-07 lbs/yd3 2.43E-05 3.27E-05 3.30E-09 lbs/yd3 6.60E-07 8.87E-07 Point
3.61E-10 lbs/yd3 7.23E-08 9.71E-08 7.23E-12 lbs/yd3 1.45E-09 1.94E-09 Point
3.87E-07 lbs/yd3 7.74E-05 1.04E-04 4.45E-08 lbs/yd3 8.91E-06 1.20E-05 Point
1.28E-06 lbs/yd3 2.56E-04 3.44E-04 1.90E-08 lbs/yd3 3.80E-06 5.10E-06 Point
1.61E-05 lbs/yd3 3.23E-03 4.34E-03 9.34E-09 lbs/yd3 1.87E-06 2.51E-06 Point
3.50E-05 lbs/yd3 7.01E-03 9.42E-03 8.32E-08 lbs/yd3 1.66E-05 2.24E-05 Point
6.46E-06 lbs/yd3 1.29E-03 5.66E-03 1.29E-07 lbs/yd3 2.58E-05 3.47E-05 Point
1.32E-07 lbs/yd3 2.64E-05 3.55E-05 2.64E-09 lbs/yd3 5.29E-07 7.10E-07 Point
3.80E-03 lbs/yd3 0.76 1.02 0%CE 0.76 1.02 Point
3.80E-03 lbs/yd3 0.76 1.02 0%CE 0.76 1.02 Point
1.91E-02 lbs/yd3 5.37 7.22 7.83E-04 lbs/yd3 0.22 0.30 Point
1.76E-03 lbs/yd3 0.50 0.67 1.72E-04 lbs/yd3 0.05 0.07 Point
1.69E-05 lbs/yd3 4.75E-03 6.39E-03 5.96E-07 lbs/yd3 1.68E-04 2.26E-04 Point
2.37E-08 lbs/yd3 6.69E-06 8.99E-06 1.43E-09 lbs/yd3 4.03E-07 5.41E-07 Point
2.86E-06 lbs/yd3 8.05E-04 1.08E-03 2.56E-07 lbs/yd3 7.20E-05 9.68E-05 Point
7.69E-07 lbs/yd3 2.17E-04 2.91E-04 7.36E-08 lbs/yd3 2.08E-05 2.79E-05 Point
1.23E-04 lbs/yd3 3.47E-02 4.66E-02 7.61E-06 lbs/yd3 2.14E-03 2.88E-03 Point
6.60E-06 lbs/yd3 1.86E-03 2.50E-03 4.99E-07 lbs/yd3 1.41E-04 1.89E-04 Point
4.06E-05 lbs/yd3 1.15E-02 5.02E-02 2.41E-06 lbs/yd3 6.81E-04 9.15E-04 Point
1.10E-03 lbs/ton 2.27 3.045 4.60E-05 lbs/ton 9.48E-02 1.27E-01 Fugitive
1.10E-03 lbs/ton 2.27 3.045 1.30E-06 lbs/ton 2.68E-03 3.60E-03 Fugitive
1.00E-04 lbs/ton 0.02 0.03 0%CE 0.02 0.03 Fugitive
1.00E-04 lbs/ton 0.02 0.03 0%CE 0.02 0.03 Fugitive
3.10E-03 lbs/yd3 0.62 0.83 0.0031 lbs/yd3 0.62 0.83 Point
3.10E-03 lbs/yd3 0.62 0.83 0.0031 lbs/yd3 0.62 0.83 Point
7.00E-04 lbs/yd3 0.14 0.19 7.00E-04 lbs/yd3 0.14 0.19 Point
7.00E-04 lbs/yd3 0.14 0.19 7.00E-04 lbs/yd3 0.14 0.19 Point
1.00E-04 lbs/yd3 0.02 0.03 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 Point
1.00E-04 lbs/yd3 0.02 0.03 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 Point
4.12E-07 lbs/yd3 8.25E-05 1.11E-04 1.04E-09 lbs/yd3 2.08E-07 2.80E-07 Point
4.39E-09 lbs/yd3 8.79E-07 1.18E-06 1.19E-10 lbs/yd3 2.39E-08 3.21E-08 Point
5.74E-08 lbs/yd3 1.15E-05 1.54E-05 1.15E-09 lbs/yd3 2.30E-07 3.09E-07 Point
6.19E-08 lbs/yd3 1.24E-05 1.66E-05 7.12E-09 lbs/yd3 1.42E-06 1.91E-06 Point
1.81E-07 lbs/yd3 3.61E-05 4.86E-05 2.68E-09 lbs/yd3 5.35E-07 7.19E-07 Point
4.96E-05 lbs/yd3 9.92E-03 1.33E-02 2.87E-08 lbs/yd3 5.74E-06 7.72E-06 Point
4.32E-06 lbs/yd3 8.64E-04 1.16E-03 1.03E-08 lbs/yd3 2.05E-06 2.76E-06 Point
2.90E-06 lbs/yd3 5.79E-04 2.54E-03 5.79E-08 lbs/yd3 1.16E-05 1.56E-05 Point
2.00E-04 lbs/yd3 4.00E-02 0.05 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
2.00E-04 lbs/yd3 4.00E-02 0.05 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point
1.98E-06 lbs/yd3 3.96E-04 5.32E-04 1.00E-06 lbs/yd3 2.00E-04 2.69E-04 Point
1.79E-07 lbs/yd3 3.58E-05 4.81E-05 9.04E-08 lbs/yd3 1.81E-05 2.43E-05 Point
3.92E-10 lbs/yd3 7.84E-08 1.05E-07 1.98E-10 lbs/yd3 3.96E-08 5.32E-08 Point
2.42E-06 lbs/yd3 4.83E-04 6.49E-04 1.22E-06 lbs/yd3 2.44E-04 3.28E-04 Point
1.03E-06 lbs/yd3 2.06E-04 2.77E-04 5.20E-07 lbs/yd3 1.04E-04 1.40E-04 Point
5.07E-07 lbs/yd3 1.01E-04 1.36E-04 2.56E-07 lbs/yd3 5.12E-05 6.88E-05 Point
4.51E-06 lbs/yd3 9.03E-04 1.21E-03 2.28E-06 lbs/yd3 4.56E-04 6.13E-04 Point
1.43E-07 lbs/yd3 2.87E-05 3.85E-05 7.24E-08 lbs/yd3 1.45E-05 1.95E-05 Point
3.80E-03 lbs/yd3 0.76 1.02 3.80E-03 lbs/yd3 0.76 1.02 Fugitive
3.80E-03 lbs/yd3 0.76 1.02 3.80E-03 lbs/yd3 0.76 1.02 Fugitive
1.91E-02 lbs/yd3 3.58 4.82 7.83E-04 lbs/yd3 0.15 0.20 Fugitive
1.76E-03 lbs/yd3 0.33 0.45 1.72E-04 lbs/yd3 0.03 0.04 Fugitive
1.69E-05 lbs/yd3 3.17E-03 4.26E-03 5.96E-07 lbs/yd3 1.12E-04 1.51E-04 Fugitive
2.37E-08 lbs/yd3 4.47E-06 6.00E-06 1.43E-09 lbs/yd3 2.69E-07 3.61E-07 Fugitive
2.86E-06 lbs/yd3 5.37E-04 7.22E-04 2.56E-07 lbs/yd3 4.81E-05 6.46E-05 Fugitive
7.69E-07 lbs/yd3 1.45E-04 1.94E-04 7.36E-08 lbs/yd3 1.38E-05 1.86E-05 Fugitive
1.23E-04 lbs/yd3 2.32E-02 3.11E-02 7.61E-06 lbs/yd3 1.43E-03 1.92E-03 Fugitive
6.60E-06 lbs/yd3 1.24E-03 1.67E-03 4.99E-07 lbs/yd3 9.38E-05 1.26E-04 Fugitive
4.06E-05 lbs/yd3 7.64E-03 3.35E-02 2.41E-06 lbs/yd3 4.54E-04 6.10E-04 Fugitive
1.10E-03 lbs/ton 1.44 1.935 4.60E-07 lb/ton 1.44 1.94 Fugitive
1.10E-03 lbs/ton 1.44 1.935 1.30E-07 lb/ton 1.44 1.94 Fugitive
8.24E-02 lbs/MMBtu 8.24E-01 3.61 0%CE 0.82 3.61 Point
9.80E-02 lbs/MMBtu 9.80E-01 4.29 0%CE 0.98 4.29 Point
5.88E-04 lbs/MMBtu 5.88E-03 0.03 0%CE 0.01 0.03 Point
7.45E-03 lbs/MMBtu 0.07 0.33 0%CE 0.07 0.33 Point
7.45E-03 lbs/MMBtu 0.07 0.33 0%CE 0.07 0.33 Point
4.90E-07 lbs/MMBtu 4.90E-06 2.15E-05 0%CE 4.90E-06 2.15E-05 Point
5.39E-03 lbs/MMBtu 0.05 0.24 0%CE 0.05 0.24 Point
2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.57E-08 lbs/MMBtu 1.57E-07 6.87E-07 0%CE 1.57E-07 6.87E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
2.35E-09 lbs/MMBtu 2.35E-08 1.03E-07 0%CE 2.35E-08 1.03E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point
1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point
1.18E-06 lbs/MMBtu 1.18E-05 5.15E-05 0%CE 1.18E-05 5.15E-05 Point
2.94E-09 lbs/MMBtu 2.94E-08 1.29E-07 0%CE 2.94E-08 1.29E-07 Point
2.75E-09 lbs/MMBtu 2.75E-08 1.20E-07 0%CE 2.75E-08 1.20E-07 Point
7.35E-05 lbs/MMBtu 7.35E-04 3.22E-03 0%CE 7.35E-04 3.22E-03 Point
1.76E-03 lbs/MMBtu 1.76E-02 7.73E-02 0%CE 1.76E-02 7.73E-02 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
5.98E-07 lbs/MMBtu 5.98E-06 2.62E-05 0%CE 5.98E-06 2.62E-05 Point
1.67E-08 lbs/MMBtu 1.67E-07 7.30E-07 0%CE 1.67E-07 7.30E-07 Point
4.90E-09 lbs/MMBtu 4.90E-08 2.15E-07 0%CE 4.90E-08 2.15E-07 Point
3.33E-06 lbs/MMBtu 3.33E-05 1.46E-04 0%CE 3.33E-05 1.46E-04 Point
1.96E-07 lbs/MMBtu 1.96E-06 8.59E-06 0%CE 1.96E-06 8.59E-06 Point
1.18E-08 lbs/MMBtu 1.18E-07 5.15E-07 0%CE 1.18E-07 5.15E-07 Point
1.08E-06 lbs/MMBtu 1.08E-05 4.72E-05 0%CE 1.08E-05 4.72E-05 Point
1.37E-06 lbs/MMBtu 1.37E-05 6.01E-05 0%CE 1.37E-05 6.01E-05 Point
8.24E-08 lbs/MMBtu 8.24E-07 3.61E-06 0%CE 8.24E-07 3.61E-06 Point
3.73E-07 lbs/MMBtu 3.73E-06 1.63E-05 0%CE 3.73E-06 1.63E-05 Point
2.55E-07 lbs/MMBtu 2.55E-06 1.12E-05 0%CE 2.55E-06 1.12E-05 Point
2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point
2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point
1.18E+02 lbs/MMBtu 1176.47 5.15E+03 0%CE 1176.47 5152.94 Point
5.64E-02 lbs/MMBtu 0.56 2.47E+00 0%CE 0.56 2.47 Point
6.43E-01 lbs/MMBtu 6.43 2.82E+01 0%CE 6.43 28.15 Point
8.24E-02 lbs/MMBtu 0.82 3.61E+00 0%CE 0.82 3.61 Point
9.80E-02 lbs/MMBtu 0.98 4.29E+00 0%CE 0.98 4.29 Point
5.88E-04 lbs/MMBtu 0.01 2.58E-02 0%CE 0.01 0.03 Point
7.45E-03 lbs/MMBtu 0.07 3.26E-01 0%CE 0.07 0.33 Point
7.45E-03 lbs/MMBtu 0.07 3.26E-01 0%CE 0.07 0.33 Point
4.90E-07 lbs/MMBtu 4.90E-06 2.15E-05 0%CE 4.90E-06 2.15E-05 Point
5.39E-03 lbs/MMBtu 0.05 2.36E-01 0%CE 0.05 0.24 Point
2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.57E-08 lbs/MMBtu 1.57E-07 6.87E-07 0%CE 1.57E-07 6.87E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
2.35E-09 lbs/MMBtu 2.35E-08 1.03E-07 0%CE 2.35E-08 1.03E-07 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point
1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point
1.18E-06 lbs/MMBtu 1.18E-05 5.15E-05 0%CE 1.18E-05 5.15E-05 Point
2.94E-09 lbs/MMBtu 2.94E-08 1.29E-07 0%CE 2.94E-08 1.29E-07 Point
2.75E-09 lbs/MMBtu 2.75E-08 1.20E-07 0%CE 2.75E-08 1.20E-07 Point
7.35E-05 lbs/MMBtu 7.35E-04 3.22E-03 0%CE 7.35E-04 3.22E-03 Point
1.76E-03 lbs/MMBtu 1.76E-02 7.73E-02 0%CE 1.76E-02 7.73E-02 Point
1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point
5.98E-07 lbs/MMBtu 5.98E-06 2.62E-05 0%CE 5.98E-06 2.62E-05 Point
1.67E-08 lbs/MMBtu 1.67E-07 7.30E-07 0%CE 1.67E-07 7.30E-07 Point
4.90E-09 lbs/MMBtu 4.90E-08 2.15E-07 0%CE 4.90E-08 2.15E-07 Point
3.33E-06 lbs/MMBtu 3.33E-05 1.46E-04 0%CE 3.33E-05 1.46E-04 Point
1.96E-07 lbs/MMBtu 1.96E-06 8.59E-06 0%CE 1.96E-06 8.59E-06 Point
1.18E-08 lbs/MMBtu 1.18E-07 5.15E-07 0%CE 1.18E-07 5.15E-07 Point
1.08E-06 lbs/MMBtu 1.08E-05 4.72E-05 0%CE 1.08E-05 4.72E-05 Point
1.37E-06 lbs/MMBtu 1.37E-05 6.01E-05 0%CE 1.37E-05 6.01E-05 Point
8.24E-08 lbs/MMBtu 8.24E-07 3.61E-06 0%CE 8.24E-07 3.61E-06 Point
3.73E-07 lbs/MMBtu 3.73E-06 1.63E-05 0%CE 3.73E-06 1.63E-05 Point
2.55E-07 lbs/MMBtu 2.55E-06 1.12E-05 0%CE 2.55E-06 1.12E-05 Point
2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point
2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point
1.18E+02 lbs/MMBtu 1176.47 5152.94 0%CE 1176.47 5152.94 Point
5.64E-02 lbs/MMBtu 0.56 2.47 0%CE 0.56 2.47 Point
6.43E-01 lbs/MMBtu 6.43 28.15 0%CE 6.43 28.15 Point

ee EF_REF)
f lb/yd3 of concrete produced

oncrete plants, for a total of 400 cubic yards of concrete production per hour. The site is limited to 1075000 cubic yards of concrete
400 cubic yards per hour maximum process throughput is greater than the 12-month rolling limit divided by 8760 hours per 12 months,
lying the 12-month rolling limit by the percentage of a cement component. Cement component percentages were calculated based on
Footnote a: Coarse Aggregate: 1865/4024=0.46, Sand: 1428/4024=0.35, Cement: 491/4024=0.12, Cement Supplement:

have a control efficiency of 99.99% based on manufacturer documentation (C&W Dust Tech CP7500 Central Dust Collector).

2 for a process with a fabric filter as a control method.
ion rate. Units are in lb/ton of material throughput
mall Boilers Uncontrolled

References
[1]
[1], [2]
[6]
[2], [6]
[6]
[2], [6]
[3], [8]
[2], [3], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[3], [8]
[2], [3], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[3], [8]
[2], [3], [8]
[4], [8]
[4], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[8], [9]
[8], [9], [2] - uncontrolled
[1]
[1], [2]
[6]
[2], [6]
[6]
[2], [6]
[3], [8]
[3], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[3], [8]
[3], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[3], [8]
[3], [8]
[4], [8]
[4], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[5], [8]
[9], [8]
[9], [8], [2]
[10]
[10]
[11]
[11]
[11], [2]
[11]
[11]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[13]
[13]
[13]
[13]
[13]
[13]
[13]
[13]
[13]
[11]
[11]
[11]
[12]
[12]
[11]
[11]
[11], [2]
[11]
[11]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[12]
[13]
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[13]
[13]
[13]
[13]
[13]
[13]
[13]
[11]
[11]
[11]
Staker Parson | Point of the Mountain
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor
Aggregate Dozer 1 dozer 4,500 hours PM10 PM10 7.53E-01
Aggregate Dozer 1 dozer 4,500 hours PM2.5 PM2.5 4.14E-01
Aggregate Loader to Hopper 890 tons 7,800,000 tons PM10 PM10 1.60E-05
Aggregate Loader to Hopper 890 tons 7,800,000 tons PM2.5 PM2.5 2.40E-06
Aggregate Jaw Crushers 890 tons 7,800,000 tons PM10 PM10 2.40E-03
Aggregate Jaw Crushers 890 tons 7,800,000 tons PM2.5 PM2.5 3.60E-04
Aggregate Cone Crushers 1,178 tons 8,970,000 tons PM10 PM10 2.40E-03
Aggregate Cone Crushers 1,024 tons 8,970,000 tons PM2.5 PM2.5 3.60E-04
Aggregate VSI Crushers 1,024 tons 8,970,000 tons PM10 PM10 2.40E-03
Aggregate VSI Crushers 1,024 tons 8,970,000 tons PM2.5 PM2.5 3.60E-04
Aggregate VSI Screens 1,024 tons 8,970,000 tons PM10 PM10 8.70E-03
Aggregate VSI Screens 1,024 tons 8,970,000 tons PM2.5 PM2.5 1.31E-03
Aggregate Hopper Screens 890 tons 7,800,000 tons PM10 PM10 8.70E-03
Aggregate Hopper Screens 890 tons 7,800,000 tons PM2.5 PM2.5 1.31E-03
Aggregate Cone Crusher Screens 1,024 tons 8,970,000 tons PM10 PM10 8.70E-03
Aggregate Cone Crusher Screens 1,024 tons 8,970,000 tons PM2.5 PM2.5 1.31E-03
Aggregate Conveyors 21,370 tons 187,200,000 tons PM10 PM10 1.10E-03
Aggregate Conveyors 21,370 tons 187,200,000 tons PM2.5 PM2.5 1.65E-04
Aggregate Truck Loading 890 tons 7,800,000 tons PM10 PM10 1.00E-04
Aggregate Truck Loading 890 tons 7,800,000 tons PM2.5 PM2.5 1.50E-05
Maximum Throughput Comments & Assumptions:
Jaw crushers are AO items II.A.10 & II.A.11 in AO, AO lists the following for Jaw Crusher capacities: 700 tph, 500 tph, 500 tph.
Cone crushers are AO items II.A.7, II.A.8, and II.A.9, AO lists the following for Cone Crusher: 2 @ 700 tph, 2 @ 500 tph, 1 @ 300 tph.
VSI Crushers are AO items II.A.5 & II.A.6, AO lists the following for VSI Crusher: 4 @ 700 tph, 1 @ 300 tph.
Screens are AO items II.A.2, II.A.3, II.A.4, AO lists the following for Screens: 17 @ 700 tph, 2 @ 500 tph, 1 @ 300 tph.
- There is one bulldozer used with aggregate production at POTM. The dozer is limited to 4500 hours of operation per 12-months rolling.
Emission Factor References & Assumptions:
- Crushers and screens used in the aggregate process have maximum hourly capacity ratings ranging from 300-700 tons per hour. The crushers and screens used
can feed into the process is limited to the maximum capacity for the crusher or screen. The site is limited to 7,800,000 tons of aggregate production per 12-mont
hours of operation per year. The hourly maximum production rate based on the 12-month rolling limit divided by 8760 hours per 12 months is used for calculatin
than the highest rated crusher or screen.
- Materials processed through the crushers and screens associated with the aggregate process are sometimes processed through a crusher or screen multiple tim
aggregate production process, a scaling factor was applied to the 7,800,000 tons of aggregate production per 12-months rolling limit. The scaling factor used is a
VSI crushers = 1.15 scaling factor.
[8] Emissions from source are controlled by wet suppression. Controlled emission calculations are based on emission factors from the applicable section of AP-42
[9] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Fragmented stone
[1] AP-42 Section11.9 Western Surface Coal Mining, Table 11.9-1 - Bulldozing Overburden
[2] Calculations use silt and moisture content geometric mean values listed in AP-42, 11.9 Western Surface Coal Mining, Table 11.9-3 - Bulldozers Overburden
[3] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Tertiary Crushing (units are in lb/ton of material throughput)
[4] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Screening (units are in lb/ton of material throughput)
[5] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Conveyor Transfer Point (units are in lb/ton of material throughp
[6] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Conveyor, crushed stone (units are in lb/ton of m
[7] PM2.5 speciation ratio of 0.15 PM2.5/PM10 applied to PM2.5 emission factor used in uncontrolled emission calculation based on MRI Background Document
110397), Table 1. Proposed Particle Size Ratios for AP-42 - Aggregate Handling and Storage Piles prepared for the WRAP by Midwest Research Institute finalized 1
Calculated Calculated or controlled EF Calculated Calculated
EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission Type References
lbs/hr 0.75 1.69 0%CE 0.75 1.69 Fugitive [1], [2]
lbs/hr 0.41 0.93 0%CE 0.41 0.93 Fugitive [1], [2]
lbs/ton 0.01 0.06 0%CE 0.01 0.06 Fugitive [9]
lbs/ton 0.00 0.01 0%CE 0.00 0.01 Fugitive [7], [9]
lbs/ton 2.14 9.36 5.40E-04 lbs/ton 0.48 2.11 Point [3], [8]
lbs/ton 0.32 1.40 1.00E-04 lbs/ton 0.09 0.39 Point [3], [7], [8]
lbs/ton 2.83 10.76 5.40E-04 lbs/ton 0.64 2.42 Point [3], [8]
lbs/ton 0.37 1.61 1.00E-04 lbs/ton 0.10 0.45 Point [3], [7], [8]
lbs/ton 2.46 10.76 5.40E-04 lbs/ton 0.55 2.42 Point [3], [8]
lbs/ton 0.37 1.61 1.00E-04 lbs/ton 0.10 0.45 Point [3], [7], [8]
lbs/ton 8.91 39.02 7.40E-04 lbs/ton 0.76 3.32 Point [4], [8]
lbs/ton 1.34 5.85 5.00E-05 lbs/ton 0.05 0.22 Point [4], [7], [8]
lbs/ton 7.75 33.93 7.40E-04 lbs/ton 0.66 2.89 Point [4], [8]
lbs/ton 1.16 5.09 5.00E-05 lbs/ton 0.04 0.20 Point [4], [7], [8]
lbs/ton 8.91 39.02 7.40E-04 lbs/ton 0.76 3.32 Point [4], [8]
lbs/ton 1.34 5.85 5.00E-05 lbs/ton 0.05 0.22 Point [4], [7], [8]
lbs/ton 23.51 102.96 4.60E-05 lbs/ton 0.98 4.31 Point [5], [8]
lbs/ton 3.53 15.44 1.30E-05 lbs/ton 0.28 1.22 Point [4], [8]
lbs/ton 0.09 0.39 0%CE 0.09 0.39 Fugitive [6]
lbs/ton 0.01 0.06 0%CE 0.01 0.06 Fugitive [6], [8]

for aggregate processing are aligned in series, meaning that the maximum amount of aggregate they
th rolling, which equates to approximately 890 tons of aggregate production per hour based on 8760
ng the worst-case short-term emissions from the facility since the 890 tons per hour value is greater

mes to achieve a certain size. To account for additional emissions from the recycling of materials in the
historical engineering estimate. Jaw crushers = No scaling factor; Cone crushers = 1.15 scaling factor;

2 for a process with wet suppression as a control method.

put)
material throughput)
for Revisions to Fine Fraction Ratios Used for AP-42 Fugitive Dust Emission Factors (MRI Project No.
11/1/2006
Staker Parson | Point of the Mountain Emission sources proposed to be replaced or removed as part of this project.
Potential to Emit
Input Input
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours CO CO 8.50E+00
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours NOx NOx 6.90E+00
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours SO2 SO2 1.21E-05
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours PM10 PM10 4.00E-01
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours PM2.5 PM2.5 4.00E-01
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours VOC VOC 1.00E+00
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzene HAP 5.43E-06
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Toluene HAP 1.97E-06
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Xylenes HAP 1.35E-06
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Formaldehyde HAP 5.52E-07
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acetaldehyde HAP 1.76E-07
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acrolein HAP 5.52E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Naphthalene HAP 9.10E-07
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acenaphthylene HAP 6.46E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acenaphthene HAP 3.28E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Fluorene HAP 8.96E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Phenanthrene HAP 2.86E-07
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Anthracene HAP 8.61E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Fluoranthene HAP 2.82E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Pyrene HAP 2.60E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benz(a)anthracene HAP 4.35E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Chrysene HAP 1.07E-08
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(b)fluoranthe HAP 7.77E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(k)fluoranthe HAP 1.53E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(a)pyrene HAP 1.80E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Indeno(1,2,3-cd)py HAP 2.90E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Dibenzo(a,h)anthra HAP 2.42E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(g,h,l)perylen HAP 3.89E-09
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours CO2 GHG 1.16E+00
Facility Generator 2 (725 kW)972 hp 3,000 hours CO CO 8.50E+00
Facility Generator 2 (725 kW)972 hp 3,000 hours NOx NOx 6.90E+00
Facility Generator 2 (725 kW)972 hp 3,000 hours SO2 SO2 1.21E-05
Facility Generator 2 (725 kW)972 hp 3,000 hours PM10 PM10 4.00E-01
Facility Generator 2 (725 kW)972 hp 3,000 hours PM2.5 PM2.5 4.00E-01
Facility Generator 2 (725 kW)972 hp 3,000 hours VOC VOC 1.00E+00
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzene HAP 5.43E-06
Facility Generator 2 (725 kW)972 hp 3,000 hours Toluene HAP 1.97E-06
Facility Generator 2 (725 kW)972 hp 3,000 hours Xylenes HAP 1.35E-06
Facility Generator 2 (725 kW)972 hp 3,000 hours Formaldehyde HAP 5.52E-07
Facility Generator 2 (725 kW)972 hp 3,000 hours Acetaldehyde HAP 1.76E-07
Facility Generator 2 (725 kW)972 hp 3,000 hours Acrolein HAP 5.52E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Naphthalene HAP 9.10E-07
Facility Generator 2 (725 kW)972 hp 3,000 hours Acenaphthylene HAP 6.46E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Acenaphthene HAP 3.28E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Fluorene HAP 8.96E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Phenanthrene HAP 2.86E-07
Facility Generator 2 (725 kW)972 hp 3,000 hours Anthracene HAP 8.61E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Fluoranthene HAP 2.82E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Pyrene HAP 2.60E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Benz(a)anthracene HAP 4.35E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Chrysene HAP 1.07E-08
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(b)fluoranthe HAP 7.77E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(k)fluoranthe HAP 1.53E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(a)pyrene HAP 1.80E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Indeno(1,2,3-cd)py HAP 2.90E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Dibenzo(a,h)anthra HAP 2.42E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(g,h,l)perylen HAP 3.89E-09
Facility Generator 2 (725 kW)972 hp 3,000 hours CO2 GHG 1.16E+00
Facility Generator 3 (725 kW)972 hp 620 hours CO CO 8.50E+00
Facility Generator 3 (725 kW)972 hp 620 hours NOx NOx 6.90E+00
Facility Generator 3 (725 kW)972 hp 620 hours SO2 SO2 1.21E-05
Facility Generator 3 (725 kW)972 hp 620 hours PM10 PM10 4.00E-01
Facility Generator 3 (725 kW)972 hp 620 hours PM2.5 PM2.5 4.00E-01
Facility Generator 3 (725 kW)972 hp 620 hours VOC VOC 1.00E+00
Facility Generator 3 (725 kW)972 hp 620 hours Benzene HAP 5.43E-06
Facility Generator 3 (725 kW)972 hp 620 hours Toluene HAP 1.97E-06
Facility Generator 3 (725 kW)972 hp 620 hours Xylenes HAP 1.35E-06
Facility Generator 3 (725 kW)972 hp 620 hours Formaldehyde HAP 5.52E-07
Facility Generator 3 (725 kW)972 hp 620 hours Acetaldehyde HAP 1.76E-07
Facility Generator 3 (725 kW)972 hp 620 hours Acrolein HAP 5.52E-08
Facility Generator 3 (725 kW)972 hp 620 hours Naphthalene HAP 9.10E-07
Facility Generator 3 (725 kW)972 hp 620 hours Acenaphthylene HAP 6.46E-08
Facility Generator 3 (725 kW)972 hp 620 hours Acenaphthene HAP 3.28E-08
Facility Generator 3 (725 kW)972 hp 620 hours Fluorene HAP 8.96E-08
Facility Generator 3 (725 kW)972 hp 620 hours Phenanthrene HAP 2.86E-07
Facility Generator 3 (725 kW)972 hp 620 hours Anthracene HAP 8.61E-09
Facility Generator 3 (725 kW)972 hp 620 hours Fluoranthene HAP 2.82E-08
Facility Generator 3 (725 kW)972 hp 620 hours Pyrene HAP 2.60E-08
Facility Generator 3 (725 kW)972 hp 620 hours Benz(a)anthracene HAP 4.35E-09
Facility Generator 3 (725 kW)972 hp 620 hours Chrysene HAP 1.07E-08
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(b)fluoranthe HAP 7.77E-09
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(k)fluoranthe HAP 1.53E-09
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(a)pyrene HAP 1.80E-09
Facility Generator 3 (725 kW)972 hp 620 hours Indeno(1,2,3-cd)py HAP 2.90E-09
Facility Generator 3 (725 kW)972 hp 620 hours Dibenzo(a,h)anthra HAP 2.42E-09
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(g,h,l)perylen HAP 3.89E-09
Facility Generator 3 (725 kW)972 hp 620 hours CO2 GHG 1.16E+00
Facility Disturbed Ground 30 acres 29.6 acres PM2.5 PM2.5 2.90E-02
Facility Disturbed Ground 30 acres 29.6 acres PM10 PM10 1.90E-01
Facility Storage Piles 40 acres 365 days PM10 PM10 6.30E+00
Facility Storage Piles 40 acres 365 days PM2.5 PM2.5 1.85E+00
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Cyclohexane HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity n-Hexane HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Cumene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Napthalene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Phenol HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Trimethylbenzene (HAP BTECS
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Xylene (m)HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Cyclohexane HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity n-Hexane HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Cumene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Phenol HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Trimethylbenzene (HAP BTECS
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Xylene (m)HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Cyclohexane HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity n-Hexane HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Cumene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Phenol HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Trimethylbenzene (HAP BTECS
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Xylene (m)HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Cyclohexane HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity n-Hexane HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Cumene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Phenol HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Trimethylbenzene (HAP BTECS
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Xylene (m)HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity VOC VOC BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Benzene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Biphenyl HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Cyclohexane HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Ethylbenzene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity n-Hexane HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Isooctane HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Cumene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Naphthalene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Phenol HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Toluene HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Trimethylbenzene (HAP BTECS
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Xylene (m)HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity VOC VOC BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Benzene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Biphenyl HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Cyclohexane HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Ethylbenzene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity n-Hexane HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Isooctane HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Cumene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Naphthalene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Phenol HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Toluene HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Trimethylbenzene (HAP BTECS
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Xylene (m)HAP BTECS
Facility Unpaved Roads - RMC-PW Haul Truck 1.847 VMT 4,964.66 VMT PM10 PM10 2.16
Facility Unpaved Roads - RMC-PW Haul Truck 1.847 VMT 4,964.66 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - RMC-PW Loader 7.268 VMT 19,532.68 VMT PM10 PM10 1.63
Facility Unpaved Roads - RMC-PW Loader 7.268 VMT 19,532.68 VMT PM2.5 PM2.5 0.16
Facility Unpaved Roads - RMC-PS Haul Truck 0.441 VMT 1,185.65 VMT PM10 PM10 2.16
Facility Unpaved Roads - RMC-PS Haul Truck 0.441 VMT 1,185.65 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - RMC-PS Haul Truck - Bi 0.157 VMT 420.75 VMT PM10 PM10 2.16E+00
Facility Unpaved Roads - RMC-PS Haul Truck - Bi 0.157 VMT 420.75 VMT PM2.5 PM2.5 2.16E-01
Facility Unpaved Roads - RMC-PS Loader 1.391 VMT 3,737.65 VMT PM10 PM10 1.63
Facility Unpaved Roads - RMC-PS Loader 1.391 VMT 3,737.65 VMT PM2.5 PM2.5 0.16
Facility Unpaved Roads - Aggregate Haul Truck 10.944 VMT 95,872.91 VMT PM10 PM10 2.16
Facility Unpaved Roads - Aggregate Haul Truck 10.944 VMT 95,872.91 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - Aggregate Loaders 18.972 VMT 166,193.18 VMT PM10 PM10 2.09
Facility Unpaved Roads - Aggregate Loaders 18.972 VMT 166,193.18 VMT PM2.5 PM2.5 0.21
Facility Unpaved Roads - Aggregate Loader - Fina 3.314 VMT 29,030.87 VMT PM10 PM10 2.09E+00
Facility Unpaved Roads - Aggregate Loader - Fina 3.314 VMT 29,030.87 VMT PM2.5 PM2.5 2.09E-01
Facility Unpaved Roads - HMA Haul Trucks 8.817 VMT 14,106.88 VMT PM10 PM10 2.16
Facility Unpaved Roads - HMA Haul Trucks 8.817 VMT 14,106.88 VMT PM2.5 PM2.5 0.22
Facility Unpaved Roads - HMA Loader - RAP 1.799 VMT 2,878.51 VMT PM10 PM10 1.63
Facility Unpaved Roads - HMA Loader - RAP 1.799 VMT 2,878.51 VMT PM2.5 PM2.5 0.16
Facility Unpaved Roads - HMA Loader - Agg 6.288 VMT 10,061.15 VMT PM10 PM10 1.63E+00
Facility Unpaved Roads - HMA Loader - Agg 6.288 VMT 10,061.15 VMT PM2.5 PM2.5 1.63E-01
Facility Paved Roads - RMC-PW Haul Truck 5.701 VMT 15,320.79 VMT PM10 PM10 2.16
Facility Paved Roads - RMC-PW Haul Truck 5.701 VMT 15,320.79 VMT PM2.5 PM2.5 0.22
Facility Paved Roads - Aggregate Haul Truck 11.20 VMT 98,094.80 VMT PM10 PM10 2.16
Facility Paved Roads - Aggregate Haul Truck 11.20 VMT 98,094.80 VMT PM2.5 PM2.5 0.22
Facility Paved Roads - HMA Haul Trucks 10.48 VMT 16,775.58 VMT PM10 PM10 2.16
Facility Paved Roads - HMA Haul Trucks 10.48 VMT 16,775.58 VMT PM2.5 PM2.5 0.22
Facility Kemco Boiler 7 MMBtu 8760 hours CO CO 8.24E-02
Facility Kemco Boiler 7 MMBtu 8760 hours NOx NOx 9.80E-02
Facility Kemco Boiler 7 MMBtu 8760 hours SO2 SO2 5.88E-04
Facility Kemco Boiler 7 MMBtu 8760 hours PM10 PM10 7.45E-03
Facility Kemco Boiler 7 MMBtu 8760 hours PM2.5 PM2.5 7.45E-03
Facility Kemco Boiler 7 MMBtu 8760 hours Lead Lead 4.90E-07
Facility Kemco Boiler 7 MMBtu 8760 hours VOC VOC 5.39E-03
Facility Kemco Boiler 7 MMBtu 8760 hours 2-Methylnaphthale HAP 2.35E-08
Facility Kemco Boiler 7 MMBtu 8760 hours 3-MethylchloranthrHAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours 7,12-Dimethylbenz(HAP 1.57E-08
Facility Kemco Boiler 7 MMBtu 8760 hours Acenaphthene HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Acenaphthylene HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Anthracene HAP 2.35E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Benz(a)anthracene HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Benzene HAP 2.06E-06
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(a)pyrene HAP 1.18E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(b)fluoranthe HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(g,h,i)perylen HAP 1.18E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(k)fluoranthe HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Chrysene HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Dibenzo(a,h)anthra HAP 1.18E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Dichlorobenzene HAP 1.18E-06
Facility Kemco Boiler 7 MMBtu 8760 hours Fluoranthene HAP 2.94E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Fluorene HAP 2.75E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Formaldehyde HAP 7.35E-05
Facility Kemco Boiler 7 MMBtu 8760 hours n-Hexane HAP 1.76E-03
Facility Kemco Boiler 7 MMBtu 8760 hours Indeno(1,2,3-cd)py HAP 1.76E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Naphthalene HAP 5.98E-07
Facility Kemco Boiler 7 MMBtu 8760 hours Phenanathrene HAP 1.67E-08
Facility Kemco Boiler 7 MMBtu 8760 hours Pyrene HAP 4.90E-09
Facility Kemco Boiler 7 MMBtu 8760 hours Toluene HAP 3.33E-06
Facility Kemco Boiler 7 MMBtu 8760 hours Arsenic HAP 1.96E-07
Facility Kemco Boiler 7 MMBtu 8760 hours Beryllium HAP 1.18E-08
Facility Kemco Boiler 7 MMBtu 8760 hours Cadmium HAP 1.08E-06
Facility Kemco Boiler 7 MMBtu 8760 hours Chromium HAP 1.37E-06
Facility Kemco Boiler 7 MMBtu 8760 hours Cobalt HAP 8.24E-08
Facility Kemco Boiler 7 MMBtu 8760 hours Manganese HAP 3.73E-07
Facility Kemco Boiler 7 MMBtu 8760 hours Mercury HAP 2.55E-07
Facility Kemco Boiler 7 MMBtu 8760 hours Nickel HAP 2.06E-06
Facility Kemco Boiler 7 MMBtu 8760 hours Selenium HAP 2.35E-08
Facility Kemco Boiler 7 MMBtu 8760 hours CO2 GHG 1.18E+02
Facility Kemco Boiler 7 MMBtu 8760 hours CH4 GHG 5.51E-02
Facility Kemco Boiler 7 MMBtu 8760 hours N2O GHG 6.57E-02
Throughput Comments & Assumptions:
Emission Factor References & Assumptions:
[2] AP-42, 3.4 Large Stationary Diesel and All Stationary Dual Fuel Engines, Table 3.4-1 Gaseous Emission Factors for Large Stationary Diesel and all Stationary Dual F
[3] SO2 emissions are calculated based on the combustion of fuel with a 15ppm sulfur limit.
[4] AP-42, 3.4 Large Stationary Diesel and All Stational Dual Fuel Engines, Table 3.4-3 Speciated Organic Compound Emission Factors for Large Uncontrolled Stationa
[5] AP-42, 3.4 Large Stationary Diesel and All Stational Dual Fuel Engines, Table 3.4-4 PAH Emission Factors for Large Uncontrolled Stationary Diesel Engines
[6] AP-42, Table 8.19.1-1 Wind erosion of exposed areas
[1] 40 CFR Part 60, Subpart IIII, Table 1 Emission Standards for Stationary Pre-2007 Model Year Engines with a Displacement of <10 Liters per Cylinder and 2007-201
- Generator maximum throughputs are based on a conversion factor of 1.34 horsepower per kilowatt.
- Hours of operation for generators are limited to a specified number of hours per 12-months rolling. Generator 1 = 2800 hours, Generator 2 = 3000 hours, Genera
- POTM has converted from use of generators on line power for the site. Update as necessary for calcs
- Acreage of storage piles and disturbed ground is estimated by Staker Parson based on aerial photography.
- Vehicle miles traveled (VMT) for trucks and loaders were estimated based on one-way road lengths identified on aerial photography. For road lengths that were r
that have more than one possible route used the average of the one-way road lengths for all the routes to establish a one-way road length. Calculations are set up
[7] Uncontrolled PM2.5 speciation ratio of 0.15/0.51 applied to PM2.5 emission factor based on guidance in AP-42, Appendix B.2 Generalized Particle Size Distribut
[8] Control efficiencies are based on data provided in AP-42, Appendix B.2 Generalized Particle Size Distributions, Table B.2-3, Row 061 - Dust Suppression by Water
[9] Emission Factor: AP-42, Section 11.9 Western Surface Coal Mining, Table 11.9-4 Wind erosion of exposed areas for TSP multiplied by speciation factor from AP-4
[10] AP-42, Section 13.2.2 Unpaved Roads & Utah DAQ Haul Road Guidance, Refer to EF_REF tab for inputs used to establish emission factors.
[13] Fuel tank emissions are calculated using the Barr Tank Emission Calculation Spreadsheet (BTECS). The output of the calculations is included in the table. Refer t
[14] To be taken out of service
[11] Control efficiency based on use of chemical supressant and watering, which is assumed to be 85% efficient based on documention from the Utah Department o
07/07/2021 1:47 PM)
[12] Control efficiency based on use of paving with vacuum sweeping & watering, which is assumed to be 95% efficient based on documention from the Utah Depa
07/07/2021 1:47 PM)
Calculated Calculated or controlled EF Calculated Calculated
EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
grams/hp-hr 25.11 35.16 0%CE 25.11 35.16 Point [1], [14]
grams/hp-hr 20.38 28.54 0%CE 20.38 28.54 Point [1], [14]
lbs/hp-hr 0.02 0.02 0%CE 0.02 0.02 Point [2], [3], [14]
grams/hp-hr 1.18 1.65 0%CE 1.18 1.65 Point [1], [14]
grams/hp-hr 1.18 1.65 0%CE 1.18 1.65 Point [1], [14]
grams/hp-hr 2.95 4.14 0%CE 2.95 4.14 Point [1], [14]
lbs/hp-hr 0.01 0.01 0%CE 0.01 0.01 Point [4], [14]
lbs/hp-hr 2.64E-03 3.69E-03 0%CE 2.64E-03 3.69E-03 Point [4], [14]
lbs/hp-hr 1.81E-03 2.53E-03 0%CE 1.81E-03 2.53E-03 Point [4], [14]
lbs/hp-hr 7.40E-04 1.04E-03 0%CE 7.40E-04 1.04E-03 Point [4], [14]
lbs/hp-hr 2.36E-04 3.31E-04 0%CE 2.36E-04 3.31E-04 Point [4], [14]
lbs/hp-hr 7.39E-05 1.03E-04 0%CE 7.39E-05 1.03E-04 Point [4], [14]
lbs/hp-hr 1.22E-03 1.71E-03 0%CE 1.22E-03 1.71E-03 Point [5], [14]
lbs/hp-hr 8.66E-05 1.21E-04 0%CE 8.66E-05 1.21E-04 Point [5], [14]
lbs/hp-hr 4.39E-05 6.15E-05 0%CE 4.39E-05 6.15E-05 Point [5], [14]
lbs/hp-hr 1.20E-04 1.68E-04 0%CE 1.20E-04 1.68E-04 Point [5], [14]
lbs/hp-hr 3.83E-04 5.36E-04 0%CE 3.83E-04 5.36E-04 Point [5], [14]
lbs/hp-hr 1.15E-05 1.62E-05 0%CE 1.15E-05 1.62E-05 Point [5], [14]
lbs/hp-hr 3.78E-05 5.29E-05 0%CE 3.78E-05 5.29E-05 Point [5], [14]
lbs/hp-hr 3.48E-05 4.87E-05 0%CE 3.48E-05 4.87E-05 Point [5], [14]
lbs/hp-hr 5.83E-06 8.17E-06 0%CE 5.83E-06 8.17E-06 Point [5], [14]
lbs/hp-hr 1.44E-05 2.01E-05 0%CE 1.44E-05 2.01E-05 Point [5], [14]
lbs/hp-hr 1.04E-05 1.46E-05 0%CE 1.04E-05 1.46E-05 Point [5], [14]
lbs/hp-hr 2.04E-06 2.86E-06 0%CE 2.04E-06 2.86E-06 Point [5], [14]
lbs/hp-hr 2.41E-06 3.37E-06 0%CE 2.41E-06 3.37E-06 Point [5], [14]
lbs/hp-hr 3.88E-06 5.44E-06 0%CE 3.88E-06 5.44E-06 Point [5], [14]
lbs/hp-hr 3.25E-06 4.54E-06 0%CE 3.25E-06 4.54E-06 Point [5], [14]
lbs/hp-hr 5.22E-06 7.30E-06 0%CE 5.22E-06 7.30E-06 Point [5], [14]
lbs/hp-hr 1554.40 2176.16 0%CE 1554.40 2176.16 Point [2], [14]
grams/hp-hr 18.21 27.31 0%CE 18.21 27.31 Point [1], [14]
grams/hp-hr 14.78 22.17 0%CE 14.78 22.17 Point [1], [14]
lbs/hp-hr 0.01 0.02 0%CE 0.01 0.02 Point [2], [3], [14]
grams/hp-hr 0.86 1.29 0%CE 0.86 1.29 Point [1], [14]
grams/hp-hr 0.86 1.29 0%CE 0.86 1.29 Point [1], [14]
grams/hp-hr 2.14 3.21 0%CE 2.14 3.21 Point [1], [14]
lbs/hp-hr 0.01 0.01 0%CE 0.01 0.01 Point [4], [14]
lbs/hp-hr 1.91E-03 2.87E-03 0%CE 1.91E-03 2.87E-03 Point [4], [14]
lbs/hp-hr 1.31E-03 1.97E-03 0%CE 1.31E-03 1.97E-03 Point [4], [14]
lbs/hp-hr 5.37E-04 8.05E-04 0%CE 5.37E-04 8.05E-04 Point [4], [14]
lbs/hp-hr 1.71E-04 2.57E-04 0%CE 1.71E-04 2.57E-04 Point [4], [14]
lbs/hp-hr 5.36E-05 8.04E-05 0%CE 5.36E-05 8.04E-05 Point [4], [14]
lbs/hp-hr 8.84E-04 1.33E-03 0%CE 8.84E-04 1.33E-03 Point [5], [14]
lbs/hp-hr 6.28E-05 9.42E-05 0%CE 6.28E-05 9.42E-05 Point [5], [14]
lbs/hp-hr 3.18E-05 4.77E-05 0%CE 3.18E-05 4.77E-05 Point [5], [14]
lbs/hp-hr 8.70E-05 1.31E-04 0%CE 8.70E-05 1.31E-04 Point [5], [14]
lbs/hp-hr 2.77E-04 4.16E-04 0%CE 2.77E-04 4.16E-04 Point [5], [14]
lbs/hp-hr 8.36E-06 1.25E-05 0%CE 8.36E-06 1.25E-05 Point [5], [14]
lbs/hp-hr 2.74E-05 4.11E-05 0%CE 2.74E-05 4.11E-05 Point [5], [14]
lbs/hp-hr 2.52E-05 3.78E-05 0%CE 2.52E-05 3.78E-05 Point [5], [14]
lbs/hp-hr 4.23E-06 6.34E-06 0%CE 4.23E-06 6.34E-06 Point [5], [14]
lbs/hp-hr 1.04E-05 1.56E-05 0%CE 1.04E-05 1.56E-05 Point [5], [14]
lbs/hp-hr 7.55E-06 1.13E-05 0%CE 7.55E-06 1.13E-05 Point [5], [14]
lbs/hp-hr 1.48E-06 2.22E-06 0%CE 1.48E-06 2.22E-06 Point [5], [14]
lbs/hp-hr 1.75E-06 2.62E-06 0%CE 1.75E-06 2.62E-06 Point [5], [14]
lbs/hp-hr 2.82E-06 4.22E-06 0%CE 2.82E-06 4.22E-06 Point [5], [14]
lbs/hp-hr 2.35E-06 3.53E-06 0%CE 2.35E-06 3.53E-06 Point [5], [14]
lbs/hp-hr 3.78E-06 5.67E-06 0%CE 3.78E-06 5.67E-06 Point [5], [14]
lbs/hp-hr 1126.94 1690.41 0%CE 1126.94 1690.41 Point [2], [14]
grams/hp-hr 18.21 5.64 0%CE 18.21 5.64 Point [1], [14]
grams/hp-hr 14.78 4.58 0%CE 14.78 4.58 Point [1], [14]
lbs/hp-hr 0.01 0.00 0%CE 0.01 0.00 Point [2], [3], [14]
grams/hp-hr 0.86 0.27 0%CE 0.86 0.27 Point [1], [14]
grams/hp-hr 0.86 0.27 0%CE 0.86 0.27 Point [1], [14]
grams/hp-hr 2.14 0.66 0%CE 2.14 0.66 Point [1], [14]
lbs/hp-hr 5.28E-03 1.64E-03 0%CE 5.28E-03 1.64E-03 Point [4], [14]
lbs/hp-hr 1.91E-03 5.92E-04 0%CE 1.91E-03 5.92E-04 Point [4], [14]
lbs/hp-hr 1.31E-03 4.07E-04 0%CE 1.31E-03 4.07E-04 Point [4], [14]
lbs/hp-hr 5.37E-04 1.66E-04 0%CE 5.37E-04 1.66E-04 Point [4], [14]
lbs/hp-hr 1.71E-04 5.31E-05 0%CE 1.71E-04 5.31E-05 Point [4], [14]
lbs/hp-hr 5.36E-05 1.66E-05 0%CE 5.36E-05 1.66E-05 Point [4], [14]
lbs/hp-hr 8.84E-04 2.74E-04 0%CE 8.84E-04 2.74E-04 Point [5], [14]
lbs/hp-hr 6.28E-05 1.95E-05 0%CE 6.28E-05 1.95E-05 Point [5], [14]
lbs/hp-hr 3.18E-05 9.87E-06 0%CE 3.18E-05 9.87E-06 Point [5], [14]
lbs/hp-hr 8.70E-05 2.70E-05 0%CE 8.70E-05 2.70E-05 Point [5], [14]
lbs/hp-hr 2.77E-04 8.60E-05 0%CE 2.77E-04 8.60E-05 Point [5], [14]
lbs/hp-hr 8.36E-06 2.59E-06 0%CE 8.36E-06 2.59E-06 Point [5], [14]
lbs/hp-hr 2.74E-05 8.50E-06 0%CE 2.74E-05 8.50E-06 Point [5], [14]
lbs/hp-hr 2.52E-05 7.82E-06 0%CE 2.52E-05 7.82E-06 Point [5], [14]
lbs/hp-hr 4.23E-06 1.31E-06 0%CE 4.23E-06 1.31E-06 Point [5], [14]
lbs/hp-hr 1.04E-05 3.23E-06 0%CE 1.04E-05 3.23E-06 Point [5], [14]
lbs/hp-hr 7.55E-06 2.34E-06 0%CE 7.55E-06 2.34E-06 Point [5], [14]
lbs/hp-hr 1.48E-06 4.60E-07 0%CE 1.48E-06 4.60E-07 Point [5], [14]
lbs/hp-hr 1.75E-06 5.42E-07 0%CE 1.75E-06 5.42E-07 Point [5], [14]
lbs/hp-hr 2.82E-06 8.73E-07 0%CE 2.82E-06 8.73E-07 Point [5], [14]
lbs/hp-hr 2.35E-06 7.29E-07 0%CE 2.35E-06 7.29E-07 Point [5], [14]
lbs/hp-hr 3.78E-06 1.17E-06 0%CE 3.78E-06 1.17E-06 Point [5], [14]
lbs/hp-hr 1126.94 349.35 0%CE 1126.94 349.35 Point [2], [14]
tons/acre-ye 0.04 0.84 0%CE 0.04 0.84 Fugitive
tons/acre-ye 1.28 5.62 0%CE 1.28 5.62 Fugitive
lbs/acre-day 10.50 45.99 66% - 3.57 15.64 Fugitive [6], [8]
lbs/acre-day 3.09 13.53 40% - 1.85 8.12 Fugitive [6], [7], [8]
- 2.33E-04 1.02E-03 0%CE 2.33E-04 1.02E-03 Point [13]
- 2.37E-06 1.04E-05 0%CE 2.37E-06 1.04E-05 Point [13]
- 1.67E-08 7.32E-08 0%CE 1.67E-08 7.32E-08 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 2.87E-06 1.26E-05 0%CE 2.87E-06 1.26E-05 Point [13]
- 2.89E-05 1.27E-04 0%CE 2.89E-05 1.27E-04 Point [13]
- 2.12E-06 9.29E-06 0%CE 2.12E-06 9.29E-06 Point [13]
- 1.42E-06 6.22E-06 0%CE 1.42E-06 6.22E-06 Point [13]
- 3.80E-07 1.67E-06 0%CE 3.80E-07 1.67E-06 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 1.38E-05 6.03E-05 0%CE 1.38E-05 6.03E-05 Point [13]
- 3.84E-06 1.68E-05 0%CE 3.84E-06 1.68E-05 Point [13]
- 1.14E-05 4.99E-05 0%CE 1.14E-05 4.99E-05 Point [13]
- 3.18E-04 1.39E-03 0%CE 3.18E-04 1.39E-03 Point [13], [14]
- 3.24E-06 1.42E-05 0%CE 3.24E-06 1.42E-05 Point [13], [14]
- 2.27E-08 9.96E-08 0%CE 2.27E-08 9.96E-08 Point [13], [14]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
- 3.92E-06 1.72E-05 0%CE 3.92E-06 1.72E-05 Point [13], [14]
- 3.95E-05 1.73E-04 0%CE 3.95E-05 1.73E-04 Point [13], [14]
- 2.90E-06 1.27E-05 0%CE 2.90E-06 1.27E-05 Point [13], [14]
- 1.94E-06 8.49E-06 0%CE 1.94E-06 8.49E-06 Point [13], [14]
- 5.19E-07 2.27E-06 0%CE 5.19E-07 2.27E-06 Point [13], [14]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
- 1.88E-05 8.24E-05 0%CE 1.88E-05 8.24E-05 Point [13], [14]
- 5.24E-06 2.30E-05 0%CE 5.24E-06 2.30E-05 Point [13], [14]
- 1.56E-05 6.82E-05 0%CE 1.56E-05 6.82E-05 Point [13], [14]
- 1.05E-05 4.59E-05 0%CE 1.05E-05 4.59E-05 Point [13], [14]
- 1.05E-07 4.62E-07 0%CE 1.05E-07 4.62E-07 Point [13], [14]
- 7.79E-10 3.41E-09 0%CE 7.79E-10 3.41E-09 Point [13], [14]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
- 1.30E-07 5.68E-07 0%CE 1.30E-07 5.68E-07 Point [13], [14]
- 1.28E-06 5.60E-06 0%CE 1.28E-06 5.60E-06 Point [13], [14]
- 9.46E-08 4.14E-07 0%CE 9.46E-08 4.14E-07 Point [13], [14]
- 6.45E-08 2.83E-07 0%CE 6.45E-08 2.83E-07 Point [13], [14]
- 1.75E-08 7.67E-08 0%CE 1.75E-08 7.67E-08 Point [13], [14]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
- 6.16E-07 2.70E-06 0%CE 6.16E-07 2.70E-06 Point [13], [14]
- 1.75E-07 7.68E-07 0%CE 1.75E-07 7.68E-07 Point [13], [14]
- 5.15E-07 2.26E-06 0%CE 5.15E-07 2.26E-06 Point [13], [14]
- 3.40E-04 1.49E-03 0%CE 3.40E-04 1.49E-03 Point [13]
- 3.46E-06 1.52E-05 0%CE 3.46E-06 1.52E-05 Point [13]
- 2.43E-08 1.06E-07 0%CE 2.43E-08 1.06E-07 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 4.19E-06 1.83E-05 0%CE 4.19E-06 1.83E-05 Point [13]
- 4.22E-05 1.85E-04 0%CE 4.22E-05 1.85E-04 Point [13]
- 3.10E-06 1.36E-05 0%CE 3.10E-06 1.36E-05 Point [13]
- 2.07E-06 9.07E-06 0%CE 2.07E-06 9.07E-06 Point [13]
- 5.54E-07 2.43E-06 0%CE 5.54E-07 2.43E-06 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 2.01E-05 8.80E-05 0%CE 2.01E-05 8.80E-05 Point [13]
- 5.60E-06 2.45E-05 0%CE 5.60E-06 2.45E-05 Point [13]
- 1.66E-05 7.28E-05 0%CE 1.66E-05 7.28E-05 Point [13]
- 2.36E-04 1.04E-03 0%CE 2.36E-04 1.04E-03 Point [13]
- 2.41E-06 1.05E-05 0%CE 2.41E-06 1.05E-05 Point [13]
- 1.70E-08 7.43E-08 0%CE 1.70E-08 7.43E-08 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 2.91E-06 1.28E-05 0%CE 2.91E-06 1.28E-05 Point [13]
- 2.93E-05 1.28E-04 0%CE 2.93E-05 1.28E-04 Point [13]
- 2.15E-06 9.43E-06 0%CE 2.15E-06 9.43E-06 Point [13]
- 1.44E-06 6.31E-06 0%CE 1.44E-06 6.31E-06 Point [13]
- 3.86E-07 1.69E-06 0%CE 3.86E-07 1.69E-06 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 1.40E-05 6.11E-05 0%CE 1.40E-05 6.11E-05 Point [13]
- 3.90E-06 1.71E-05 0%CE 3.90E-06 1.71E-05 Point [13]
- 1.16E-05 5.06E-05 0%CE 1.16E-05 5.06E-05 Point [13]
- 3.33E-02 1.46E-01 0%CE 3.33E-02 1.46E-01 Point [13]
- 1.98E-04 8.67E-04 0%CE 1.98E-04 8.67E-04 Point [13]
- 3.30E-10 1.45E-09 0%CE 3.30E-10 1.45E-09 Point [13]
- 3.04E-05 1.33E-04 0%CE 3.04E-05 1.33E-04 Point [13]
- 1.87E-05 8.19E-05 0%CE 1.87E-05 8.19E-05 Point [13]
- 1.98E-04 8.68E-04 0%CE 1.98E-04 8.68E-04 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
- 1.33E-07 5.83E-07 0%CE 1.33E-07 5.83E-07 Point [13]
- 2.16E-08 9.45E-08 0%CE 2.16E-08 9.45E-08 Point [13]
- 2.59E-04 1.13E-03 0%CE 2.59E-04 1.13E-03 Point [13]
- 6.05E-06 2.65E-05 0%CE 6.05E-06 2.65E-05 Point [13]
- 7.34E-05 3.21E-04 0%CE 7.34E-05 3.21E-04 Point [13]
lbs/VMT 3.98 5.35 85%CE 5.97E-01 8.03E-01 Fugitive [10], [11]
lbs/VMT 0.40 0.54 85%CE 5.97E-02 8.03E-02 Fugitive [10], [11]
lbs/VMT 11.83 15.90 85%CE 1.78E+00 2.39E+00 Fugitive [10], [11]
lbs/VMT 1.18 1.59 85%CE 1.78E-01 2.39E-01 Fugitive [10], [11]
lbs/VMT 0.95 1.28 85%CE 1.43E-01 1.92E-01 Fugitive [10], [11]
lbs/VMT 0.10 0.13 85%CE 1.43E-02 1.92E-02 Fugitive [10], [11]
lbs/VMT 0.34 0.45 85%CE 5.06E-02 6.80E-02 Fugitive [10], [11]
lbs/VMT 0.03 0.05 85%CE 5.06E-03 6.80E-03 Fugitive [10], [11]
lbs/VMT 2.26 3.04 85%CE 3.40E-01 4.56E-01 Fugitive [10], [11]
lbs/VMT 0.23 0.30 85%CE 3.40E-02 4.56E-02 Fugitive [10], [11]
lbs/VMT 23.60 103.36 85%CE 3.54E+00 1.55E+01 Fugitive [10], [11]
lbs/VMT 2.36 10.34 85%CE 3.54E-01 1.55E+00 Fugitive [10], [11]
lbs/VMT 39.57 173.30 85%CE 5.93E+00 2.60E+01 Fugitive [10], [11]
lbs/VMT 3.96 17.33 85%CE 5.93E-01 2.60E+00 Fugitive [10], [11]
lbs/VMT 6.91 30.27 85%CE 1.04E+00 4.54E+00 Fugitive [10], [11]
lbs/VMT 0.69 3.03 85%CE 1.04E-01 4.54E-01 Fugitive [10], [11]
lbs/VMT 19.01 15.21 85%CE 2.85E+00 2.28E+00 Fugitive [10], [11]
lbs/VMT 1.90 1.52 85%CE 2.85E-01 2.28E-01 Fugitive [10], [11]
lbs/VMT 2.93 2.34 85%CE 4.39E-01 3.52E-01 Fugitive [10], [11]
lbs/VMT 0.29 0.23 85%CE 4.39E-02 3.52E-02 Fugitive [10], [11]
lbs/VMT 10.24 8.19 85%CE 1.54E+00 1.23E+00 Fugitive [10], [11]
lbs/VMT 1.02 0.82 85%CE 1.54E-01 1.23E-01 Fugitive [10], [11]
lbs/VMT 12.29 16.52 95%CE 6.15E-01 8.26E-01 Fugitive [10], [12]
lbs/VMT 1.23 1.65 95%CE 6.15E-02 8.26E-02 Fugitive [10], [12]
lbs/VMT 24.15 105.76 95%CE 1.21E+00 5.29E+00 Fugitive [10], [12]
lbs/VMT 2.41 10.58 95%CE 1.21E-01 5.29E-01 Fugitive [10], [12]
lbs/VMT 22.61 18.09 95%CE 1.13E+00 9.04E-01 Fugitive [10], [12]
lbs/VMT 2.26 1.81 95%CE 1.13E-01 9.04E-02 Fugitive [10], [12]
lbs/MMBtu 0.58 2.52 0%CE 5.76E-01 2.52E+00 Point [14]
lbs/MMBtu 0.69 3.01 0%CE 6.86E-01 3.01E+00 Point [14]
lbs/MMBtu 0.00 0.02 0%CE 4.12E-03 1.80E-02 Point [14]
lbs/MMBtu 0.05 0.23 0%CE 5.22E-02 2.28E-01 Point [14]
lbs/MMBtu 0.05 0.23 0%CE 5.22E-02 2.28E-01 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 3.43E-06 1.50E-05 Point [14]
lbs/MMBtu 0.04 0.17 0%CE 3.77E-02 1.65E-01 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.65E-07 7.21E-07 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.10E-07 4.81E-07 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.65E-08 7.21E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.44E-05 6.31E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 8.24E-09 3.61E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 8.24E-09 3.61E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 8.24E-09 3.61E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 8.24E-06 3.61E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 2.06E-08 9.02E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.92E-08 8.42E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 5.15E-04 2.25E-03 Point [14]
lbs/MMBtu 0.01 0.05 0%CE 1.24E-02 5.41E-02 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 4.19E-06 1.83E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.17E-07 5.11E-07 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 3.43E-08 1.50E-07 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 2.33E-05 1.02E-04 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.37E-06 6.01E-06 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 8.24E-08 3.61E-07 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 7.55E-06 3.31E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 9.61E-06 4.21E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 5.76E-07 2.52E-06 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 2.61E-06 1.14E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.78E-06 7.82E-06 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.44E-05 6.31E-05 Point [14]
lbs/MMBtu 0.00 0.00 0%CE 1.65E-07 7.21E-07 Point [14]
lbs/MMBtu 823.53 3607.06 0%CE 8.24E+02 3.61E+03 Point [14]
lbs/MMBtu 0.39 1.69 0%CE 3.86E-01 1.69E+00 Point [14]
lbs/MMBtu 0.46 2.01 0%CE 4.60E-01 2.01E+00 Point [14]
Fuel Engines
ary Diesel Engines
10 Model Year Engines >2,237KW (3000 HP) and With a Displacement of <10 Liters per Cylinder - KW>560 (HP>750)

tor 3 = 620 hours.

round trip, the one-way road length was calculated by dividing the round trip road length by 2. Units
consistent with Utah DAQ Haul Road Guidance and Haul Road emission calculation template.
ions, Table B.2.2, Category 3 - Mechanically Generated
r sprays
42 Chapter 13.2.5 Industrial Wind Erosion, Section 13.2.5.3
to BTECS document for details associated with calculations.
of Environmental Quality Emissions Calculation Spreadsheets (https://deq.utah.gov/air-quality/emissions-calculations-spreadsheets, Revision Date:

rtment of Environmental Quality Emissions Calculation Spreadsheets (https://deq.utah.gov/air-quality/emissions-calculations-spreadsheets, Revision Date:

Staker Parson | Point of the Mountain
Potential to Emit
Emission sources proposed to be replaced or removed as p
Process Area Source
RMC - PS Aggregate Transfer to Elevated Bin
Cement Loading to Storage Silo
Cement Supplement Loading to Storage Silo
Loader to Hopper
Mixer Loading
Sand Transfer to Elevated Bin
Water Heater #1
Weigh Hopper Loading
Conveyors
RMC - PW Aggregate Transfer to Elevated Bin
Cement Loading to Storage Silo
Cement Supplement Loading to Storage Silo
Loader to Hopper
Mixer Loading
Sand Transfer to Elevated Bin
Water Heater #2
Weigh Hopper Loading
Conveyors
Aggregate Cone Crushers
Dozer
Jaw Crushers
Loader to Hopper
Screens
VSI Crushers
Truck Loading
Conveyors
HMA (current)Drum Mix
HMA Conveyor
Hot Oil System
Lime Silo
RAP Conveyor
RAP Screens
Asphalt Storage Silo
Asphalt Loadout
Asphalt Transport
Asphalt Cement Tank 1
Asphalt Cement Tank 2
Asphalt Cement Tank 3
Asphalt Cement Tank 4
Drum Mix
HMA Conveyor
Hot Oil System
Lime Silo
RAP Conveyor
RAP Screens
Asphalt Storage Silos
Asphalt Loadout
Asphalt Transport
Asphalt Cement Tank 1
Asphalt Cement Tank 2
Asphalt Cement Tank 3
Asphalt Cement Tank 4
Asphalt Cement Tank 5
Asphalt Cement Tank 6
Facility Generator 1 (1000 kW)
Generator 2 (725 kW)
Generator 3 (725 kW)
Storage Piles
Diesel Fuel Tank 1 - Point West
Diesel Fuel Tank 2 - Point East
Diesel Fuel Tank - Point East HMA
Diesel Fuel Tank - Point South
Diesel Fuel Tank - Point West
Gasoline Fuel Tank - Point West
RMC Truck - PW - Unpaved
RMC Loader - PW - Unpaved
RMC Truck - PS - Unpaved
RMC Loader - PS - Unpaved
Aggregate Truck - Unpaved
Aggregate Loader - Unpaved
HMA Truck - Unpaved
HMA Loader - Unpaved
RMC Truck - PW - Paved
RMC Loader - PW - Paved
RMC Truck - PS - Paved
RMC Loader - PS - Paved
Aggregate Truck - Paved
Aggregate Loader - Paved
HMA Truck - Paved
HMA Loader - Paved
Kemco Boiler
HMA Gencore
art of this project.
Control
Enclosed
Baghouse
Baghouse
None
Enclosed with Central Dust Collector
Enclosed
None
Enclosed with Central Dust Collector
Enclosed
Enclosed
Baghouse
Baghouse
None
Enclosed with Central Dust Collector
Enclosed
None
Enclosed with Central Dust Collector
Enclosed
Wet Suppression
None
Wet Suppression
Wet Suppression
Wet Suppression
Wet Suppression
None
Wet Suppression
Baghouse
Enclosed
None
Dust Collector
None
None
None
None
None
None
None
None
None
Baghouse
Enclosed
None
Dust Collector
None
None
Blue Smoke System
None
None
None
None
None
None
None
None
None
None
None
Dust Suppression by Water sprays
None
None
None
None
None
None
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Chemical Suppressant & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
Paving with Vacuum Sweeping & Watering
None
AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 & Table 11.1-12 AP-42 11.1 Hot Mix Asphalt, Table 11.1-15 AP-42 11.1 Hot Mix Asphalt, Table 11.1-16 Table 11.12-8 (English Units) Concrete Batch Plant Metal Emission Factors Road Data Calculated
n Profile for Load-ou for Silo Filling and As e for Load-out a o Filling and Asphalt Storage n Profile for Load-ou for Silo Filling and As e for Load-out Filling and Asphalt Storage Process HAP /ton compo omponent C lb/yd3 /yd3 Controlled Route Name Process Area Route Source % Share Unpaved/PavRoad Length ne Way/Round e Way Lengt y Length We Notes Source Emission Type Pollutant k a b s W P ly Emission Fa Units
Compound/Organic PCompound/Organic P 0.00034 0.00254 Compound/TOC Compound/TOC 0.00416 0.01219 Cement Silo Filling - Fabric Filter Aresenic 1.68E-06 4.24E-09 4.12E-07 1.04E-09 Point South Haul Truck Agg Dump (On RMC - PS Aggregate Dump RMC-PS Haul Truck - Bin Feed 1 Unpaved 6 227 One way 6,227 6,227 Hauls Sand Transfer to Loaded Bin material to R RMC-PW Haul Truck Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 42 89 2.16 lbs/VMTDrum Mix CO CO 0.13 lbs/ton Acenaphthene HAP, PAH 83329 0.26%0.47%8.86E-07 1.19E-05 VOC VOC - 94.00%100.00%0.00391 0.01219 Cement Silo Filling - Fabric Filter Beryllium 1.79E-08 4.86E-10 4.39E-09 1.19E-10 Point South Loader Path 1 (One-Way) RMC - PS Loader Path 1 RMC-PS Loader 0.5 Unpaved 245 One way 245 122 RMC-PW Haul Truck Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 42 89 0.22 lbs/VMTDrum Mix CH4 GHG 0.12 lbs/ton Acenaphthylene HAP, PAH 208968 0.03%0.01%9.55E-08 3.55E-07 CH4 74828 6.50%0.26%0.00027 3.2E-05 Cement Silo Filling - Fabric Filter Cadmium 2.34E-07 4.68E-09 5.74E-08 1.15E-09 Point South Loader Path 2 (One-Way) RMC - PS Loader Path 2 RMC-PS Loader 0.5 Unpaved 149 One way 149 74 RMC-PW Loader Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 22.5 89 1.63 lbs/VMTDrum Mix CO2 GHG 33.00 lbs/ton Anthracene HAP, PAH 1201207 0.07%0.13%2.39E-07 3.30E-06 Acetone 67641 0.05%0.06%1.9E-06 6.7E-06 Cement Silo Filling - Fabric Filter Total Chromium 2.52E-07 2.9E-08 6.19E-08 7.12E-09 Point South RMC Route (Round-Trip) U RMC - PS Haul Route RMC-PS Haul Truck 0.1 Unpaved 2 163 Round trip 1,082 108 Potential refinement for loaded/unloaded and pa RMC-PW Loader Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 22.5 89 0.16 lbs/VMTDrum Mix 2-Methylnaphthalene HAP 7.40E-05 lbs/ton Benz(a)anthracene HAP, PAH 56553 0.02%0.06%6.48E-08 1.42E-06 Ethylene 74851 0.71%1.10%3E-05 0.00013 Cement Silo Filling - Fabric Filter Lead 7.36E-07 1.09E-08 1.81E-07 2.68E-09 Point West RMC Mixer Route 1 – Pave RMC - PW Route 1 RMC-PW Haul Truck 0.1 Paved 2 795 Round trip 1,398 140 RMC-PS Haul Truck Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 42 89 2.16 lbs/VMTDrum Mix Acenaphthene HAP 1.40E-06 lbs/ton Benzo(b)fluoranthene HAP, PAH 205992 0.01%2.59E-08 Total non-VOC/non-HAPS 7.30%1.40%0.0003 0.00017 Cement Silo Filling - Fabric Filter Manganese 0.000202 1.17E-07 4.96E-05 2.87E-08 Point West RMC Mixer Route 1 – Unpa RMC - PW Route 1 RMC-PW Haul Truck 0.1 Unpaved 1 176 Round trip 588 59 RMC-PS Haul Truck Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 42 89 0.22 lbs/VMTDrum Mix Acenaphthylene HAP 8.60E-06 lbs/ton Benzo(k)fluoranthene HAP, PAH 207089 0.00%7.50E-09 Benzene HAP 71432 0.05%0.03%2.2E-06 3.9E-06 Cement Silo Filling - Fabric Filter Nickel 1.76E-05 4.18E-08 4.32E-06 1.03E-08 Point West RMC Mixer Route 2 – Pave RMC - PW Route 2 RMC-PW Haul Truck 0.9 Paved 2 795 Round trip 1,398 1,258 RMC-PS Haul Truck - Bi Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 42 89 2.16 lbs/VMTDrum Mix Acetaldehyde HAP lbs/ton Benzo(g,h,i)perylene HAP, PAH 191242 0.00%6.48E-09 Bromomethane HAP 74839 0.01%0.00%4E-07 6E-07 Cement Silo Filling - Fabric Filter Total Phosphorus 1.18E-05 2.36E-07 2.90E-06 5.79E-08 Point West RMC Mixer Route 2 – Unpa RMC - PW Route 2 RMC-PW Haul Truck 0.9 Unpaved 876 Round trip 438 394 RMC-PS Haul Truck - Bi Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 42 89 0.22 lbs/VMTDrum Mix Acrolein HAP lbs/ton Benzo(a)pyrene HAP, PAH 50328 0.00%7.84E-09 2-Butanone HAP 78933 0.05%0.04%2E-06 4.8E-06 Cement Silo Filling - Fabric Filter Selenium Point West Loader Route 1 RMC - PW Loader Path RMC-PW Loader 0.5 Unpaved 783 One way 783 392 RMC-PS Loader Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 22.5 89 1.63 lbs/VMTDrum Mix Anthracene HAP 2.20E-07 lbs/ton Benzo(e)pyrene HAP, PAH 192972 0.01%0.01%2.66E-08 2.41E-07 Carbon Disulfide HAP 75150 0.01%0.02%5.4E-07 1.9E-06 Central Mix Batching - Fabric Filter Aresenic 8.38E-06 2.96E-07 1.69E-05 5.96E-07 Point West Loader Route 2 RMC - PW Loader Path RMC-PW Loader 0.5 Unpaved 1 272 One way 1,272 636 RMC-PS Loader Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 22.5 89 0.16 lbs/VMTDrum Mix Antimony HAP 1.80E-07 lbs/ton Chrysene HAP, PAH 218019 0.10%0.21%3.51E-07 5.33E-06 Chloroethane HAP 75003 0.00%0.00%8.7E-09 4.9E-07 Central Mix Batching - Fabric Filter Beryllium Point East Agg Route Borrow Agg Borrow Aggregate Haul Truck 0.1 Unpaved 2 175 Round trip 1,088 109 Aggregate Haul Truck Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 42 89 2.16 lbs/VMTDrum Mix Arsenic HAP 5.60E-07 lbs/ton Dibenz(a,h)anthracene HAP, PAH 53703 0.00%1.26E-09 Chloromethane HAP 74873 0.02%0.02%6.2E-07 2.8E-06 Central Mix Batching - Fabric Filter Cadmium 1.18E-08 7.1E-10 2.37E-08 1.43E-09 Point East Aggs Route Paved 1 Agg Route 1 Aggregate Haul Truck 0.45 Paved 1 918 Round trip 959 432 Aggregate Haul Truck Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 42 89 0.22 lbs/VMTDrum Mix Benzene HAP 2.10E-07 lbs/ton Fluoranthene HAP, PAH 206440 0.05%0.15%1.70E-07 3.81E-06 Cumene HAP 92828 0.11%4.6E-06 0 Central Mix Batching - Fabric Filter Total Chromium 1.42E-06 1.27E-07 2.86E-06 2.56E-07 Point East Aggs Route Unpaved 1 Agg Route 1 Aggregate Haul Truck 0.45 Unpaved 1 160 Round trip 580 261 Aggregate Loaders Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 39 89 2.09 lbs/VMTDrum Mix Benz(a)anthracene HAP 3.90E-04 lbs/ton Fluorene HAP, PAH 86737 0.77%1.01%2.63E-06 2.56E-05 Ethylbenzene HAP 100414 0.28%0.04%1.2E-05 4.6E-06 Central Mix Batching - Fabric Filter Lead 3.82E-07 3.66E-08 7.69E-07 7.36E-08 Point East Aggs Route Paved 2 Agg Route 2 Aggregate Haul Truck 0.45 Paved 1 918 Round trip 959 432 Aggregate Loaders Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 39 89 0.21 lbs/VMTDrum Mix Benzo(a)pyrene HAP 9.80E-09 lbs/ton Indeno(1,2,3-cd)pyrene HAP, PAH 193395 0.00%1.60E-09 Formaldehyde HAP 50000 0.09%0.69%3.7E-06 8.4E-05 Central Mix Batching - Fabric Filter Manganese 6.12E-05 3.78E-06 1.23E-04 7.61E-06 Point East Aggs Route Unpaved 2 Agg Route 2 Aggregate Haul Truck 0.45 Unpaved 2 106 Round trip 1,053 474 Aggregate Loader - Fina Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 39 89 2.09 lbs/VMTDrum Mix Benzo(b)fluoranthene HAP 1.00E-07 lbs/ton 2-Methylnaphthalene HAP, PAH 91576 2.38%5.27%8.11E-06 1.34E-04 n-Hexane HAP 100543 0.15%0.10%6.2E-06 1.2E-05 Central Mix Batching - Fabric Filter Nickel 3.28E-06 2.48E-07 6.60E-06 4.99E-07 NA Agg Loader Path 1 Aggregate Loader - Final Material to 1 Unpaved 118 One way 118 118 Final product loaded on haul truck Aggregate Loader - Fina Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 39 89 0.21 lbs/VMTDrum Mix Benzo(e)pyrene HAP 1.10E-07 lbs/ton Naphthalene HAP, PAH 91203 1.25%1.82%4.26E-06 4.62E-05 Isooctane HAP 540841 0.00%0.00%7.5E-08 3.8E-08 Central Mix Batching - Fabric Filter Total Phosphorus 2.02E-05 1.2E-06 4.06E-05 2.41E-06 NA Agg Loader Path 2 Aggregate Loader - Final Material to 0 Unpaved 83 One way 83 0 Final product loaded on haul truck HMA Haul Trucks Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 42 89 2.16 lbs/VMTDrum Mix Benzo(g,h,i)perylene HAP 4.00E-08 lbs/ton Perylene HAP, PAH 198550 0.02%0.03%7.50E-08 7.62E-07 Methylene Chloride HAP 75092 0.00%0.00%0 3.3E-08 Central Mix Batching - Fabric Filter Selenium NA Agg Loader Path 3 Aggregate Loader 1 Unpaved 675 One way 675 675 Moves 100% annual throughput for agg HMA Haul Trucks Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 42 89 0.22 lbs/VMTDrum Mix Benzo(k)fluoranthene HAP 4.10E-08 lbs/ton Phenanthrene HAP, PAH 85018 0.81%1.80%2.76E-06 4.57E-05 MTBE HAP 596899 0.00%0 0 Cement Supplement Silo Filling - Fac Aresenic 3.96E-04 0.000001 1.45E-05 3.65E-08 Point West HMA Route Paved HMA Route 1 HMA Haul Truck 1 Paved 2 879 Round trip 1,439 1,439 HMA Loader - RAP/Agg Industrial Roads - Unpaved PM10 1.5 0.9 0.45 4.8 22.5 89 1.63 lbs/VMTDrum Mix Cadmium HAP 4.10E-07 lbs/ton Pyrene HAP, PAH 129000 0.15%0.44%5.11E-07 1.12E-05 Styrene HAP 100725 0.01%0.01%3E-07 6.6E-07 Cement Supplement Silo Filling - Fac Beryllium 3.33E-06 9.04E-08 1.22E-07 3.30E-09 Point West HMA Route Unpaved HMA Route 1 HMA Haul Truck 1 Unpaved 2 421 Round trip 1,210 1,210 HMA Loader - RAP/Agg Industrial Roads - Unpaved PM2.5 0.15 0.9 0.45 4.8 22.5 89 0.16 lbs/VMTDrum Mix Chromium HAP 5.50E-06 lbs/ton PAH HAP Total HAP, PAH - 5.93%11.40%2.02E-05 2.89E-04 Tetrachloroethene HAP 127184 0.01%3.2E-07 0 Cement Supplement Silo Filling - Fac Cadmium 9.90E-09 1.98E-10 3.61E-10 7.23E-12 Point West HMA Loader Route 1 HMA Loader Path 1 HMA Loader - RAP 1 Unpaved 303 One way 303 303
Drum Mix Chrysene HAP 1.80E-07 lbs/ton Toluene HAP 100883 0.21%0.06%8.7E-06 7.6E-06 Cement Supplement Silo Filling - Fac Total Chromium 1.06E-05 1.22E-06 3.87E-07 4.45E-08 Point West HMA Loader Route 2 HMA Loader Path 2 HMA Loader - Agg 1 Unpaved 498 One way 498 498 Input Input Input Input Calculated Calculated Input - Pivot Calculated CalculatedDrum Mix Cobalt HAP 2.60E-08 lbs/ton AP-42 11.1 Hot Mix Asphalt, Table 11.1-14 1,1,1-Trichloroethene HAP 71556 0 00%0 0 Cement Supplement Silo Filling - Fac Lead 3.51E-05 5.2E-07 1.28E-06 1.90E-08 Emission Hourly Annual Empty Truck Wt of Loaded Truck Wt Road One-Wa Hourly Annual
Drum Mix Dioxins HAP lbs/ton Drum mix or batch mix plant load out:Trichloroethene HAP 79016 0.00%0 0 Cement Supplement Silo Filling - Fac Manganese 4.42E-04 2.56E-07 1.61E-05 9.34E-09 Sum of One Way Length Weighted (ft)Unpaved/Paved Control Efficiencies from UT DAQ:Source Type Rate Production Wt (tons)Load (tons)Weight (tons)(tons)Length (ft)VMT VMT
Drum Mix Ethylbenzene HAP 2.40E-04 lbs/ton Total PM =Trichlorofluoromethane HAP 75694 0.00%5.4E-08 0 Cement Supplement Silo Filling - Fac Nickel 9.60E-04 2.28E-06 3.50E-05 8.32E-08 Process Area Source Paved Unpaved Basic Watering - (70% control)RMC-PW Haul Truck Unpaved 280 752500 29 26 55 42 452.86 1.85 4964.66Drum Mix Fluoranthene HAP 6.10E-07 lbs/ton Organic PM =m, p-Xylene HAP 1330207 0.41%0.20%1.7E-05 2.4E-05 Cement Supplement Silo Filling - Fac Total Phosphorus 1.77E-04 3.54E-06 6.46E-06 1.29E-07 RMC - PW RMC-PW Haul Truck 1397.5 452.8566 Road Base with Watering - (75% control)RMC-PW Loader Unpaved 280 752500 15 15 30 22.5 1027.90 7.27 19532.68Drum Mix Fluorene HAP 3.80E-06 lbs/ton TOC = o-Xylene HAP 95476 0.08%0.06%3.3E-06 6.9E-06 Cement Supplement Silo Filling - Fac Selenium 3.62E-06 7.24E-08 1.32E-07 2.64E-09 RMC-PW Loader 1027.899 Chemical Suppressant & Watering - (85% control)RMC-PS Haul Truck Unpaved 280 752500 29 26 55 42 108.15 0.44 1185.65Drum Mix Formaldehyde HAP 3.10E-03 lbs/ton CO = Total Volatile Organic HAPs 1.50%1.30%6.2E-05 0.00016 Truck Loading - Fabric Filter Aresenic 1.22E-05 6.02E-07 2.45E-05 1.21E-06 RMC - PS RMC-PS Haul Truck 108.15 Paving with Sweeping & Watering - (90% control)RMC-PS Haul Truck - Bi Unpaved 99 267040 29 26 55 42 108.15 0.16 420.75Drum Mix Furans HAP lbs/ton Silo Filling:Truck Loading - Fabric Filter Beryllium 2.44E-07 1.04E-07 4.91E-07 2.09E-07 RMC-PS Haul Truck - Bin Feed 6226.682 Paving with Vacuum Sweeping & Watering - (95% control)RMC-PS Loader Unpaved 280 752500 15 15 30 22.5 196.69 1.39 3737.65Drum Mix HCl HAP lbs/ton Total PM = Truck Loading - Fabric Filter Cadmium 3.42E-08 9.06E-09 6.88E-08 1.82E-08 RMC-PS Loader 196.6925 Aggregate Haul Truck Unpaved 890 7800000 29 26 55 42 843.68 10.94 95872.91Drum Mix Hexavalent chromium HAP 4.50E-07 lbs/ton Organic PM = Truck Loading - Fabric Filter Total Chromium 1.14E-05 4.1E-06 2.29E-05 8.25E-06 HMA HMA Haul Truck 1439.35 1210.37 Aggregate Loader Unpaved 890 7800000 33 12 45 39 675.00 18.97 166193.18Drum Mix Indeno(1,2,3-cd)pyrene HAP 7.00E-09 lbs/ton TOC = Truck Loading - Fabric Filter Lead 3.62E-06 1.53E-06 7.28E-06 3.08E-06 HMA Loader - Agg 498.0272 Aggregate Loader - Fina Unpaved 890 7800000 33 12 45 39 117.91 3.31 29030.87Drum Mix Isooctane HAP 4.00E-05 lbs/ton CO = Truck Loading - Fabric Filter Manganese 6.12E-05 2.08E-05 1.23E-04 4.18E-05 HMA Loader - RAP 303.1625 HMA Haul Truck Unpaved 500 800000 29 26 55 42 1210.37 8.82 14106.88Drum Mix Lead HAP 6.20E-07 lbs/ton Truck Loading - Fabric Filter Nickel 1.19E-05 4.78E-06 2.39E-05 9.62E-06 Agg Aggregate Haul Truck 863.234 843.6816 HMA Loader - RAP Unpaved 235 376000 15 15 30 22.5 303.16 1.80 2878.51Drum Mix Manganese HAP 7.70E-06 lbs/ton Truck Loading - Fabric Filter Total Phosphorus 3.84E-05 1.23E-05 7.73E-05 2.47E-05 Aggregate Loader 675 HMA Loader - Agg Unpaved 500 800000 15 15 30 22.5 498.03 6.29 10061.15Drum Mix Mercury HAP 2.40E-07 lbs/ton Truck Loading - Fabric Filter Selenium 2.62E-06 1.13E-07 5.27E-06 2.27E-07 Aggregate Loader - Final Material to Haul Truck 117.91 RMC-PW Haul Truck Paved 280 752500 29 26 55 42 1397.50 5.70 15320.79Drum Mix Methyl chloroform HAP 4.80E-05 lbs/ton Truck Loading - Fabric Filter Selenium 2.62E-06 1.13E-07 5.27E-06 2.27E-07 RMC-PW Loader Paved 280 752500 15 15 30 22.5 0.00 0.00 0.00Drum Mix Naphthalene HAP 9.00E-05 lbs/ton Table 11-12.8 Footnote a -- 1 yd^3 concrete = 4,024 lb; 1,865 lb aggregate; 1,428 lb sand; 491 lb cement;RMC-PS Haul Truck Paved 280 752500 29 26 55 42 0.00 0.00 0.00Drum Mix n-Hexane HAP 9.20E-04 lbs/ton 73 lb supplement; 167 lb water RMC-PS Haul Truck - Bi Paved 99 267040 29 26 55 42 0.00 0.00 0.00Drum Mix Nickel HAP 6.30E-05 lbs/ton RMC-PS Loader Paved 280 752500 15 15 30 22.5 0.00 0.00 0.00Drum Mix Perylene HAP 8.80E-09 lbs/ton Equation 11.12-1 PM Emissions from Truck Mix and Central Mix Loading Aggregate Haul Truck Paved 890 7800000 29 26 55 42 863 23 11 20 98094 80Drum Mix Phenanthrene HAP 7.60E-06 lbs/ton E = k (0.0032) * (U^a/M^b) + c Aggregate Loader Paved 890 7800000 33 12 45 39 0.00 0.00 0.00Drum Mix Phosphorus HAP 2.80E-05 lbs/ton E = Emission factor (lb/ton of cement and cement supplement)Aggregate Loader - Fina Paved 890 7800000 33 12 45 39 0.00 0.00 0.00Drum Mix Propionaldehyde HAP lbs/ton k= Particle Size Multiplier (dimesionless)HMA Haul Truck Paved 500 800000 29 26 55 42 1439.35 10.48 16775.58Drum Mix Pyrene HAP 5.40E-07 lbs/ton U=Wind speed at the drop (mph) - Average wind speed = 6.3 mph for Draper, UT HMA Loader - RAP Paved 235 376000 15 15 30 22 5 0 00 0 00 0 00Drum Mix Quinone HAP lbs/ton M=Moisture content (% by weight) of cement and cement supplement = 0.5%HMA Loader - Agg Paved 500 800000 15 15 30 22 5 0 000 0 00 0 00Drum Mix Selenium HAP 3.50E-07 lbs/ton a,b=exponentsDrum Mix Toluene HAP 1.50E-04 lbs/ton c=constantDrum Mix Xylenes HAP 2.00E-04 lbs/ton Table 11.12-3 Equation Parameters for Truck MixDrum Mix NOx NOx 2.60E-02 lbs/ton Condition Particle Size k a b cDrum Mix SO2 SO2 3.40E-03 lbs/ton Controlled PM10 0.32 1.75 0.3 5.20E-03Drum Mix VOC VOC 3.20E-02 lbs/ton PM2.5 0.048 1.75 0.3 7.80E-04UncontrolledPM100.31 lb/ton
PM2.5 0.05 lb/tonTable 11.12-4 Equation Parameters for Central Mix
Condition Particle Size k a b c
Controlled PM10 0.13 0.45 0.9 1.00E-03
PM2.5 0.03 0.45 0.9 2.00E-04UncontrolledPM101.92 0.4 1.3 3.60E-02
PM2.5 0.38 0.4 1.3 0.00E+00
lb/ton cement and cement supplement lb/yd^3 concreteE (PM10 - controlled)2.78E-03 7.83E-04
E (PM2.5 - controlled)6.10E-04 1.72E-04E (PM10 - uncontrolled)6.76E-02 1.91E-02E (PM2.5 - uncontrolled)6.25E-03 1.76E-03
CASSourcePollutantCategoryssion Factor - Natura Units Pollutant Category CAS Pollutant Category
HAP NAME CAS#RMC HMA_Gencore Facility Point
SUM RMC HMA_Gencore
Antimony 7440360 0.00E+00 9.00E-05 0.00E+00 9.00E-05 0.00E+00 0.00E+00
2-Butanone 78933 0.00E+00 1.19E-03 0.00E+00 1.19E-03 0.00E+00 1.02E-03
2-Methylnaphthalene 91576 4.71E-07 7.04E-02 1.65E-07 7.05E-02 0.00E+00 4.06E-03
3-Methylchloranthrene 56495 3.53E-08 0.00E+00 1.24E-08 4.76E-08 0.00E+00 0.00E+00
7,12-Dimethylbenz(a)anthracene 57976 3.14E-07 0.00E+00 1.10E-07 4.24E-07 0.00E+00 0.00E+00
Acenaphthene 83329 3.53E-08 3.68E-03 1.08E-04 3.79E-03 0.00E+00 4.43E-04
Acenaphthylene 208968 3.53E-08 4.39E-03 2.12E-04 4.60E-03 0.00E+00 4.77E-05
Acetaldehyde 75070 0.00E+00 0.00E+00 5.79E-04 5.79E-04 0.00E+00 0.00E+00
Acrolein 107028 0.00E+00 0.00E+00 1.81E-04 1.81E-04 0.00E+00 0.00E+00
Anthracene 120127 4.71E-08 9.35E-04 2.83E-05 9.63E-04 0.00E+00 1.19E-04
Arsenic 7440382 3.80E-04 2.80E-04 1.37E-06 6.61E-04 1.12E-04 0.00E+00
Benz(a)anthracene 56553 3.53E-08 1.95E-01 1.43E-05 1.95E-01 0.00E+00 3.24E-05
Benzene 71432 4.12E-05 5.21E-03 1.81E-02 2.33E-02 0.00E+00 1.08E-03
Benzo(a)pyrene 50328 2.35E-08 4.90E-06 5.91E-06 1.08E-05 0.00E+00 3.92E-06
Benzo(b)fluoranthene 205992 3.53E-08 5.00E-05 2.55E-05 7.56E-05 0.00E+00 1.30E-05
Benzo(e)pyrene 192972 0.00E+00 1.15E-04 0.00E+00 1.15E-04 0.00E+00 1.33E-05
Benzo(g,h,i)perylene 191242 2.35E-08 2.00E-05 8.24E-09 2.00E-05 0.00E+00 3.24E-06
Benzo(k)fluoranthene 207089 3.53E-08 2.05E-05 5.02E-06 2.56E-05 0.00E+00 3.75E-06
Beryllium 7440417 1.90E-05 0.00E+00 8.24E-08 1.91E-05 0.00E+00 0.00E+00
Biphenyl 92524 0.00E+00 0.00E+00 8.18E-08 8.18E-08 0.00E+00 0.00E+00
Bromomethane 74839 0.00E+00 1.49E-04 0.00E+00 1.49E-04 0.00E+00 2.00E-04
Cadmium 7440439 2.25E-05 2.05E-04 7.55E-06 2.35E-04 2.69E-07 0.00E+00
Carbon disulfide 75150 0.00E+00 4.87E-04 0.00E+00 4.87E-04 0.00E+00 2.70E-04
Chloroethane 75003 0.00E+00 1.22E-04 0.00E+00 1.22E-04 0.00E+00 4.37E-06
Chloromethane 74873 0.00E+00 7.01E-04 0.00E+00 7.01E-04 0.00E+00 3.12E-04
Chromium 7440473 2.75E-05 2.75E-03 9.61E-06 2.79E-03 0.00E+00 0.00E+00
Chrysene 218019 3.53E-08 1.42E-03 3.52E-05 1.46E-03 0.00E+00 1.76E-04
Cobalt 7440484 1.65E-06 1.30E-05 5.76E-07 1.52E-05 0.00E+00 0.00E+00
Cumene 98828 0.00E+00 0.00E+00 6.94E-06 6.94E-06 0.00E+00 2.29E-03
COMPREHENSIVE HAP LIST Controlled Emission Rate (lbs/hr)Controlled Emission
POINT SOURCES FUGITIVE SOU
Cyclohexane 110827 0.00E+00 0.00E+00 3.04E-05 3.04E-05 0.00E+00 0.00E+00
Dibenzo(a,h)anthracene 53703 2.35E-08 0.00E+00 7.96E-06 7.98E-06 0.00E+00 6.31E-07
Dichlorobenzene 106467 2.35E-05 0.00E+00 8.24E-06 3.18E-05 0.00E+00 0.00E+00
Ethylbenzene 100414 0.00E+00 1.23E-01 3.27E-05 1.23E-01 0.00E+00 5.82E-03
Fluoranthene 206440 5.88E-08 1.26E-03 9.26E-05 1.35E-03 0.00E+00 8.52E-05
Fluorene 86737 5.49E-08 8.31E-03 2.94E-04 8.60E-03 0.00E+00 1.31E-03
Formaldehyde 50000 1.47E-03 1.57E+00 2.33E-03 1.57E+00 0.00E+00 1.83E-03
Hexavalent chromium 18540299 0.00E+00 2.25E-04 0.00E+00 2.25E-04 0.00E+00 0.00E+00
Indeno(1,2,3-cd)pyrene 193395 3.53E-08 3.50E-06 9.53E-06 1.31E-05 0.00E+00 8.01E-07
Isooctane 540841 0.00E+00 2.00E-02 1.04E-05 2.00E-02 0.00E+00 3.74E-05
m, p-Xylene 179601231 0.00E+00 6.09E-03 0.00E+00 6.09E-03 0.00E+00 8.53E-03
Manganese 7439965 2.22E-03 3.85E-03 2.61E-06 6.07E-03 1.43E-03 0.00E+00
Mercury 7439976 5.10E-06 1.20E-04 1.78E-06 1.27E-04 0.00E+00 0.00E+00
Methyl chloroform 71556 0.00E+00 2.40E-02 0.00E+00 2.40E-02 0.00E+00 0.00E+00
Methylene chloride 75092 0.00E+00 8.23E-06 0.00E+00 8.23E-06 0.00E+00 0.00E+00
Napthalene 91203 0.00E+00 0.00E+00 3.80E-07 3.80E-07 0.00E+00 0.00E+00
n-Hexane 110543 3.53E-02 4.63E-01 1.27E-02 5.11E-01 0.00E+00 3.12E-03
Nickel 7440020 6.59E-04 3.15E-02 1.44E-05 3.22E-02 9.38E-05 0.00E+00
o-Xylene 95476 0.00E+00 1.74E-03 0.00E+00 1.74E-03 0.00E+00 1.66E-03
Perylene 198550 0.00E+00 1.95E-04 0.00E+00 1.95E-04 0.00E+00 3.75E-05
Phenanthrene 85018 3.33E-07 1.52E-02 9.38E-04 1.62E-02 0.00E+00 1.38E-03
Phenol 108952 0.00E+00 0.00E+00 2.16E-08 2.16E-08 0.00E+00 0.00E+00
Phosphorus 7723140 7.30E-04 1.40E-02 0.00E+00 1.47E-02 4.54E-04 0.00E+00
Pyrene 129000 9.80E-08 3.06E-03 8.53E-05 3.15E-03 0.00E+00 2.56E-04
Selenium 7782492 1.55E-05 1.75E-04 1.65E-07 1.91E-04 0.00E+00 0.00E+00
Styrene 100425 0.00E+00 1.65E-04 0.00E+00 1.65E-04 0.00E+00 1.52E-04
Tetrachloroethene 127184 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.60E-04
Toluene 108883 6.67E-05 8.73E-02 6.81E-03 9.42E-02 0.00E+00 4.37E-03
Total Chromium 7440473 3.28E-04 0.00E+00 0.00E+00 3.28E-04 4.81E-05 0.00E+00
Trichlorofluoromethane 75694 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 2.70E-05
Trimethylbenzene (1,2,4)95636 0.00E+00 0.00E+00 2.48E-05 2.48E-05 0.00E+00 0.00E+00
Xylene (m)108383 0.00E+00 9.59E-03 1.29E-04 9.72E-03 0.00E+00 0.00E+00
Xylenes 1330207 0.00E+00 1.00E-01 4.44E-03 1.04E-01 0.00E+00 0.00E+00
Federal HAPs
Facility Fugitive
SUM
Total HAP
(lbs/hr)
%
Fugitive RMC HMA_Gencore Facility TPY SUM
0.00E+00 0.00E+00 9.00E-05 0%0.00E+00 7.20E-05 0.00E+00 7.20E-05
0.00E+00 1.02E-03 2.21E-03 46%0.00E+00 1.77E-03 0.00E+00 1.77E-03
0.00E+00 4.06E-03 7.45E-02 5%2.06E-06 5.96E-02 7.21E-07 5.96E-02
0.00E+00 0.00E+00 4.76E-08 0%1.55E-07 0.00E+00 5.41E-08 2.09E-07
0.00E+00 0.00E+00 4.24E-07 0%1.37E-06 0.00E+00 4.81E-07 1.86E-06
0.00E+00 4.43E-04 4.23E-03 10%1.55E-07 3.30E-03 1.19E-04 3.42E-03
0.00E+00 4.77E-05 4.65E-03 1%1.55E-07 3.55E-03 2.35E-04 3.78E-03
0.00E+00 0.00E+00 5.79E-04 0%0.00E+00 0.00E+00 6.41E-04 6.41E-04
0.00E+00 0.00E+00 1.81E-04 0%0.00E+00 0.00E+00 2.00E-04 2.00E-04
0.00E+00 1.19E-04 1.08E-03 11%2.06E-07 8.44E-04 3.14E-05 8.75E-04
0.00E+00 1.12E-04 7.73E-04 14%6.72E-04 2.24E-04 6.01E-06 9.02E-04
0.00E+00 3.24E-05 1.95E-01 0%1.55E-07 1.56E-01 1.59E-05 1.56E-01
0.00E+00 1.08E-03 2.44E-02 4%1.80E-04 1.98E-02 2.07E-02 4.07E-02
0.00E+00 3.92E-06 1.48E-05 27%1.03E-07 7.06E-06 6.57E-06 1.37E-05
0.00E+00 1.30E-05 8.85E-05 15%1.55E-07 5.04E-05 2.83E-05 7.88E-05
0.00E+00 1.33E-05 1.29E-04 10%0.00E+00 1.03E-04 0.00E+00 1.03E-04
0.00E+00 3.24E-06 2.33E-05 14%1.03E-07 1.86E-05 3.61E-08 1.87E-05
0.00E+00 3.75E-06 2.93E-05 13%1.55E-07 1.94E-05 5.60E-06 2.52E-05
0.00E+00 0.00E+00 1.91E-05 0%2.63E-05 0.00E+00 3.61E-07 2.66E-05
0.00E+00 0.00E+00 8.18E-08 0%0.00E+00 0.00E+00 3.58E-07 3.58E-07
0.00E+00 2.00E-04 3.49E-04 57%0.00E+00 2.79E-04 0.00E+00 2.79E-04
0.00E+00 2.69E-07 2.35E-04 0%9.60E-05 1.64E-04 3.31E-05 2.93E-04
0.00E+00 2.70E-04 7.58E-04 36%0.00E+00 6.06E-04 0.00E+00 6.06E-04
0.00E+00 4.37E-06 1.26E-04 3%0.00E+00 1.01E-04 0.00E+00 1.01E-04
0.00E+00 3.12E-04 1.01E-03 31%0.00E+00 8.10E-04 0.00E+00 8.10E-04
0.00E+00 0.00E+00 2.79E-03 0%1.20E-04 2.20E-03 4.21E-05 2.36E-03
0.00E+00 1.76E-04 1.63E-03 11%1.55E-07 1.28E-03 3.90E-05 1.32E-03
0.00E+00 0.00E+00 1.52E-05 0%7.21E-06 1.04E-05 2.52E-06 2.01E-05
0.00E+00 2.29E-03 2.29E-03 100%0.00E+00 1.83E-03 3.04E-05 1.86E-03
Rate (lbs/hr)Controlled Emission Rate (tons/yr)
URCES POINT + FUGITIVE SOURCES
0.00E+00 0.00E+00 3.04E-05 0%0.00E+00 0.00E+00 1.33E-04 1.33E-04
0.00E+00 6.31E-07 8.61E-06 7%1.03E-07 5.05E-07 8.84E-06 9.45E-06
0.00E+00 0.00E+00 3.18E-05 0%1.03E-04 0.00E+00 3.61E-05 1.39E-04
0.00E+00 5.82E-03 1.29E-01 5%0.00E+00 1.09E-01 1.43E-04 1.10E-01
0.00E+00 8.52E-05 1.44E-03 6%2.58E-07 1.07E-03 1.03E-04 1.18E-03
0.00E+00 1.31E-03 9.92E-03 13%2.40E-07 7.70E-03 3.26E-04 8.02E-03
0.00E+00 1.83E-03 1.58E+00 0%6.44E-03 1.26E+00 4.26E-03 1.27E+00
0.00E+00 0.00E+00 2.25E-04 0%0.00E+00 1.80E-04 0.00E+00 1.80E-04
0.00E+00 8.01E-07 1.39E-05 6%1.55E-07 3.44E-06 1.06E-05 1.42E-05
0.00E+00 3.74E-05 2.01E-02 0%0.00E+00 1.60E-02 4.54E-05 1.61E-02
0.00E+00 8.53E-03 1.46E-02 58%0.00E+00 1.17E-02 0.00E+00 1.17E-02
0.00E+00 1.43E-03 7.50E-03 19%4.92E-03 3.08E-03 1.14E-05 8.01E-03
0.00E+00 0.00E+00 1.27E-04 0%2.23E-05 9.60E-05 7.82E-06 1.26E-04
0.00E+00 0.00E+00 2.40E-02 0%0.00E+00 1.92E-02 0.00E+00 1.92E-02
0.00E+00 0.00E+00 8.23E-06 0%0.00E+00 6.58E-06 0.00E+00 6.58E-06
0.00E+00 0.00E+00 3.80E-07 0%0.00E+00 0.00E+00 1.67E-06 1.67E-06
0.00E+00 3.12E-03 5.14E-01 1%1.55E-01 3.73E-01 5.56E-02 5.83E-01
0.00E+00 9.38E-05 3.23E-02 0%1.14E-03 2.52E-02 6.31E-05 2.64E-02
0.00E+00 1.66E-03 3.40E-03 49%0.00E+00 2.72E-03 0.00E+00 2.72E-03
0.00E+00 3.75E-05 2.32E-04 16%0.00E+00 1.86E-04 0.00E+00 1.86E-04
0.00E+00 1.38E-03 1.75E-02 8%1.46E-06 1.33E-02 1.04E-03 1.43E-02
0.00E+00 0.00E+00 2.16E-08 0%0.00E+00 0.00E+00 9.45E-08 9.45E-08
0.00E+00 4.54E-04 1.52E-02 3%1.59E-03 1.12E-02 0.00E+00 1.28E-02
0.00E+00 2.56E-04 3.40E-03 8%4.29E-07 2.65E-03 9.45E-05 2.75E-03
0.00E+00 0.00E+00 1.91E-04 0%2.22E-05 1.40E-04 7.21E-07 1.63E-04
0.00E+00 1.52E-04 3.16E-04 48%0.00E+00 2.53E-04 0.00E+00 2.53E-04
0.00E+00 1.60E-04 1.60E-04 100%0.00E+00 1.28E-04 0.00E+00 1.28E-04
0.00E+00 4.37E-03 9.85E-02 4%2.92E-04 1.11E-01 8.68E-03 1.20E-01
0.00E+00 4.81E-05 3.76E-04 13%5.05E-04 0.00E+00 0.00E+00 5.05E-04
0.00E+00 2.70E-05 2.70E-05 100%0.00E+00 2.16E-05 0.00E+00 2.16E-05
0.00E+00 0.00E+00 2.48E-05 0%0.00E+00 0.00E+00 1.09E-04 1.09E-04
0.00E+00 0.00E+00 9.72E-03 0%0.00E+00 4.20E-02 5.65E-04 4.26E-02
0.00E+00 0.00E+00 1.04E-01 0%0.00E+00 8.00E-02 4.91E-03 8.49E-02
chromiums combined 2%
Staker Parson Companies
Input Data Sheet
Current AO Permit Conditions Point South Point West Point East Portable Total
General Conditions:
Loader hours
Loader Numbers:
2 9,000 9,000.00 hrs/yr
3 (6600 hrs/loader)19,800 19,800.00 hrs/yr
5 18,000 18,000.00 hrs/yr
Dozer hours 0 0 4,500 4,500.00 hrs/yr
Ready Mix Production:
Yards produced:450,000 450,000 175,000 1,075,000.00 yard/yr
Tons produced 675,000 675,000 262,500 1,612,500.00 ton/yr
Yards per hour 150 150 100 133.33 yard/hr
Hours per year 4,500 4,000 2,625 11,125.00 hrs/yr
Tons per hour 225 225 150 200.00 ton/hr
Aggregate transfer to elevated bin 317,250 317,250 123,375 757,875.00 ton/yr
Sand transfer to elevated bin 209,250 209,250 81,375 499,875.00 ton/yr
Aggregate/Sand transfer to Feed Bin (from loader)526,500 526,500 204,750 1,257,750.00 ton/yr
Weigh hopper loading (agg, sand, cement)610,875 610,875 237,563 1,459,312.50 ton/yr
Mixer loading (central mix)610,875 610,875 1,221,750.00 ton/yr
Mixer loading (truck mix)237,563 237,562.50 ton/yr
Cement loading to storage silo (pneumatic)84,375 84,375 32,813 201,562.50 ton/yr
Aggregate Processing:
Tons produced 0 3,800,000 4,000,000 7,800,000.00 ton/yr
Tons per hour:0 700 700 700.00 ton/hr
Hours per year 0 5,429 5,714 11,142.86 hrs/yr
Number of Drops 3 17 58 78.00 drops
Screen (s)
#1 0 3,800,000 4,000,000 7,800,000.00 ton/yr
#2 0 3,800,000 3,000,000 6,800,000.00 ton/yr
#3 0 Wet 3,000,000 3,000,000.00 ton/yr
#4 0 Wet 3,000,000 3,000,000.00 ton/yr
#5 0 2,000,000 2,000,000.00 ton/yr
#6 0 2,000,000 2,000,000.00 ton/yr
#7 0 2,000,000 2,000,000.00 ton/yr
#8 0 2,000,000 2,000,000.00 ton/yr
#9 0 2,000,000 2,000,000.00 ton/yr
#10 0 2,000,000 2,000,000.00 ton/yr
#11 0 2,000,000 2,000,000.00 ton/yr
#12 0 Wet 0.00 ton/yr
#13 0 Wet 0.00 ton/yr
Crusher(s)
Jaw 0 3,800,000 0 3,800,000.00 ton/yr
Cone #1 0 1,900,000 2,000,000 3,900,000.00 ton/yr
Cone #2 0 1,900,000 0 1,900,000.00 ton/yr
VSI #1 0 0 2,000,000 2,000,000.00
VSI #2 0 0 2,000,000 2,000,000.00
VSI #3 0 0 2,000,000 2,000,000.00 ton/yr
Agg. Generator(s)
1 kW 0 hp
Diesel Fuel gal/yr
2 kW 0 hp
Diesel Fuel gal
3 kW 0 hp
Diesel Fuel gal
4 kW 0 hp
Diesel Fuel gal
Asphalt Production:
Tons produced 0 0 800,000 800,000.00 ton/yr
Tons per hour:0 0 350 350.00 ton/hr
Hours per year 0 0 3,429 3,428.57 hrs/yr
Unpaved Haul Road Control Factor:75 75 75 75.00 %
Basic Watering - 70%
Basic Watering with Road Base - 75%
Chemical Suppressant with Watering - 85%
Paved Haul Road Control Factor 95 95 95 95.00 %
Paved Road with Sweeping & Watering - 90%
Paved Road with Vacuum, Sweeping & Watering - 95%
Front-end Loaders:PS PW PE
Concrete 1 1 0
Asphalt 1
Crushing 2 4
Total:1 3 5
Vehicle Capacity:12 12 12 12.00 ton/load
Vehicle Weight:33 33 33 33.00 ton
Number of Drops:1 1 0 2.00 drops
Length of Trip-Concrete(unpaved):200 400 0 300.00 ft
Length of Trip-Crusher(unpaved):0 400 400 400.00 ft
Length of Trip-Asphalt(unpaved):0 0 300 300.00 ft
Length of Trip-Concrete(paved):0 0.00 ft
Length of Trip-Crusher(paved):0 0.00 ft
Length of Trip-Asphalt(paved):0 0.00 ft
Point of the Mountain
May 20, 2016
> 447 kW
> 447 kW
< 447 kW
< 447 kW
Point South
Point West
Point East
Staker Parson Companies
Input Data Sheet
Point of the Mountain
May 20, 2016Aggregate Transport Haul Truck:
Vehicle Capacity:29 29 29 29.00 ton/load
Vehicle Weight:26 26 26 26.00 ton
Vehicle Loaded Weight:55 55 55 55.00 ton
Vehicle Loaded Average Weight:41 41 41 40.50 ton
Length of Trip(unpaved):1,175 2,600 630 1,468.33 ft
Length of Trip(paved):0 2,000 1,080 1,540.00 ft
Tons of Materail 526,500 1,636,750 1,336,750 3,500,000.00 ton
Haul Truck Drive Over 0 0 0 0.00 drop
HMA Transport Haul Truck:
Vehicle Capacity:29 29 29 29.00 ton/load
Vehicle Weight:26 26 26 26.00 ton
Vehicle Loaded Weight:55 55 55 55.00 ton
Vehicle Loaded Average Weight:41 41 41 40.50 ton
Length of Trip(unpaved):0 0 980 980.00 ft
Length of Trip(paved):0 0 1,455 1,455.00 ft
Tons of Materail 0 0 800,000 800,000.00 ton
Ready Mix Truck:
Vehicle Capacity:19 19 19 19.00 ton/load
Vehicle Weight:16 16 16 16.00 ton
Vehicle Loaded Weight:35 35 35 35.00 ton
Vehicle Loaded Average Weight:26 26 26 25.50 ton
Tons of Materail 675,000 675,000 262,500 1,612,500.00 ton
Length of Trip(unpaved):750 0 0 750.00 ft
Length of Trip(paved):0 2,000 500 1,250.00 ft
Disturbed Ground:
Area:3 20 27 49.50 acre
Storage Piles:
Area:4 13 21 37.00 acre
Wind Speed:10 10 10 10.00 mph-default number
Moisture Content:4 4 4 4.00 %-default number
Operating Days:365 365 365 365.00 number of days
Silt Surface Content:4.8 4.8 4.8 4.80 %-default number
Water Heater/Boiler btu Rating (Diesel)4 0 0 4.00 mmbtu/hr
Gallons of Diesel 45,000 0 0 45,000.00 gal
Water Heater/Boiler btu per year (Diesel)21,600 0 0 21,600.00 mmbtu/yr
Water Heater/Boiler btu Rating (NG)0 10 0 10.00 mmbtu/hr
Water Heater/Boiler btu per year (NG)0 48000 0 48,000.00 mmbtu/yr
Staker Parson Companies
Input Data Sheet
Point of the Mountain
May 20, 2016
General Conditions:
Loader hours
Loader Numbers:
2 9,000 9,000.00 hrs/yr
3 (6600 hrs/loader)19,800 19,800.00 hrs/yr
5 18,000 18,000.00 hrs/yr
Dozer hours 0 0 5,714 5,714.29 hrs/yr
Ready Mix Production:
Yards produced:450,000 450,000 175,000 1,075,000.00 yard/yr
Tons produced 675,000 675,000 262,500 1,612,500.00 ton/yr
Yards per hour 150 150 100 133.33 yard/hr
Hours per year 4,500 4,000 2,625 11,125.00 hrs/yr
Tons per hour 225 225 150 200.00 ton/hr
Aggregate transfer to elevated bin 317,250 317,250 123,375 757,875.00 ton/yr
Sand transfer to elevated bin 209,250 209,250 81,375 499,875.00 ton/yr
Aggregate/Sand transfer to Feed Bin (from loader)526,500 526,500 204,750 1,257,750.00 ton/yr
Weigh hopper loading (agg, sand, cement)610,875 610,875 237,563 1,459,312.50 ton/yr
Mixer loading (central mix)610,875 610,875 1,221,750.00 ton/yr
Mixer loading (truck mix)237,563 237,562.50 ton/yr
Cement loading to storage silo (pneumatic)84,375 84,375 32,813 201,562.50 ton/yr
Aggregate Processing:
Tons produced 0 3,800,000 4,000,000 7,800,000.00 ton/yr
Tons per hour:0 700 700 700.00 ton/hr
Hours per year 0 5,429 5,714 11,142.86 hrs/yr
Number of Drops 3 33 47 40 123.00 drops
Screen (s)
#1 0 3,800,000 4,000,000 7,800,000.00 ton/yr
#2 0 3,800,000 3,000,000 6,800,000.00 ton/yr
#3 0 Wet 3,000,000 3,000,000.00 ton/yr
#4 0 Wet 3,000,000 3,000,000.00 ton/yr
#5 0 2,000,000 2,000,000.00 ton/yr
#6 0 2,000,000 2,000,000.00 ton/yr
#7 0 2,000,000 2,000,000.00 ton/yr
#8 0 2,000,000 2,000,000.00 ton/yr
#9 0 2,000,000 2,000,000.00 ton/yr
#10 0 2,000,000 2,000,000.00 ton/yr
#11 0 2,000,000 2,000,000.00 ton/yr
#12 0 Wet 0.00 ton/yr
#13 0 Wet 0.00 ton/yr
#14 0 1,900,000 0 0 1,900,000.00 ton/yr
#15 0 1,900,000 0 0 1,900,000.00 ton/yr
#16 0 1,900,000 0 0 1,900,000.00 ton/yr
#17 0 1,900,000 0 0 1,900,000.00 ton/yr
#18 Portable-Recycle (300 tph)0 0 0 500,000 500,000.00 ton/yr Portables tph
#19 Portable-Recycle (300 tph)0 0 0 250,000 250,000.00 ton/yr Recycle 300
#20 Portable-Big Mac (500 tph)0 0 0 700,000 700,000.00 ton/yr Big Mac 500
#21 Portable-Big Mac (500 tph)0 0 0 350,000 350,000.00 ton/yr
Crusher(s)
Jaw #1 0 3,800,000 0 3,800,000.00 ton/yr
Jaw #2 Portable-Big Mac (500 tph)700,000 700,000.00 ton/yr
Cone #1 0 1,900,000 2,000,000 3,900,000.00 ton/yr
Cone #2 0 1,900,000 0 1,900,000.00 ton/yr
Cone #3 Portable-Recycle (300 tph)0 0 0 500,000 400,000.00 ton/yr
Cone #4 Portable-Big Mac (500 tph)0 0 0 700,000 700,000.00 ton/yr
Cone #5 Portable-Big Mac (500 tph)0 0 0 350,000 350,000.00 ton/yr
VSI #1 0 0 2,000,000 2,000,000.00 ton/yr
VSI #2 0 0 2,000,000 2,000,000.00 ton/yr
VSI #3 0 0 2,000,000 2,000,000.00 ton/yr
VSI #4 Portable-Recycle (300 tph)250,000 250,000.00 ton/yr
VSI #5 350,000 350,000.00 ton/yr 175 tph
Agg. Generator(s)
1 545 kW Port.-Recycle 730 hp
Diesel Fuel 32 gal/hr
Diesel Fuel 63,000.00 gal tot.
2,000.00 hrs
2 725 kW Port.-Big Mac (1)972 hp
Diesel Fuel 30.74 gal/hr
Diesel Fuel 77,464.80 gal tot.
2,520.00 hrs
3 725 kW Port.-Big Mac (2)972 hp
Diesel Fuel 35.98 gal/hr
Diesel Fuel 90,669.60 gal tot.
2,520.00 hrs
4 1000 kW Impactor 1,340 hp
Diesel Fuel 52.10 gal/hr
Diesel Fuel 156,300.00 gal tot.
3,000.00 hrs
Point East
> 447 kW
> 447 kW
> 447 kW
> 447 kW
Point South
Point West
Requested AO Permit Conditions
Staker Parson Companies
Input Data Sheet
Point of the Mountain
May 20, 2016Asphalt Production:
Tons produced 0 0 800,000 800,000.00 ton/yr
Tons per hour:0 0 350 350.00 ton/hr
Hours per year 0 0 3,429 3,428.57 hrs/yr
Unpaved Haul Road Control Factor:75 75 75 75.00 %
Basic Watering - 70%
Basic Watering with Road Base - 75%
Chemical Suppressant with Watering - 85%
Paved Haul Road Control Factor 95 95 95 95.00 %
Paved Road with Sweeping & Watering - 90%
Paved Road with Vacuum, Sweeping & Watering - 95%
Front-end Loaders:PS PW PE
Concrete 1 1 0
Asphalt 1
Crushing 2 4
Total:1 3 5
Vehicle Capacity:12 12 12 12.00 ton/load
Vehicle Weight:33 33 33 33.00 ton
Number of Drops:1 1 0 2.00 drops
Length of Trip-Concrete(unpaved):200 400 0 300.00 ft
Length of Trip-Crusher(unpaved):0 400 400 400.00 ft
Length of Trip-Asphalt(unpaved):0 0 300 300.00 ft
Length of Trip-Concrete(paved):0 0.00 ft
Length of Trip-Crusher(paved):0 0.00 ft
Length of Trip-Asphalt(paved):0 0.00 ft
Aggregate Transport Haul Truck:
Vehicle Capacity:29 29 29 29.00 ton/load
Vehicle Weight:26 26 26 26.00 ton
Vehicle Loaded Weight:55 55 55 55.00 ton
Vehicle Loaded Average Weight:41 41 41 40.50 ton
Length of Trip(unpaved):1,175 2,600 630 1,468.33 ft
Length of Trip(paved):0 2,000 1,080 1,540.00 ft
Tons of Materail 526,500 1,636,750 1,336,750 3,500,000.00 ton
Haul Truck Drive Over 0 0 0 0.00 drop
HMA Transport Haul Truck:
Vehicle Capacity:29 29 29 29.00 ton/load
Vehicle Weight:26 26 26 26.00 ton
Vehicle Loaded Weight:55 55 55 55.00 ton
Vehicle Loaded Average Weight:41 41 41 40.50 ton
Length of Trip(unpaved):0 0 980 980.00 ft
Length of Trip(paved):0 0 1,455 1,455.00 ft
Tons of Materail 0 0 800,000 800,000.00 ton
Ready Mix Truck:
Vehicle Capacity:19 19 19 19.00 ton/load
Vehicle Weight:16 16 16 16.00 ton
Vehicle Loaded Weight:35 35 35 35.00 ton
Vehicle Loaded Average Weight:26 26 26 25.50 ton
Tons of Materail 675,000 675,000 262,500 1,612,500.00 ton
Length of Trip(unpaved):750 0 0 750.00 ft
Length of Trip(paved):0 2,000 500 1,250.00 ft
Disturbed Ground:
Area:3 20 27 49.50 acre
Storage Piles:
Area:4 13 21 37.00 acre
Wind Speed:10 10 10 10.00 mph-default number
Moisture Content:4 4 4 4.00 %-default number
Operating Days:365 365 365 365.00 number of days
Silt Surface Content:4.8 4.8 4.8 4.80 %-default number
Water Heater/Boiler btu Rating (NG)10 0 0 10.00 mmbtu/hr
Water Heater/Boiler btu per year (NG)54000 0 0 54,000.00 mmbtu/yr
Water Heater/Boiler btu Rating (NG)0 10 0 10.00 mmbtu/hr
Water Heater/Boiler btu per year (NG)0 48000 0 48,000.00 mmbtu/yr
Source:Road Dust Calculations - Fleet Average Weights
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Empty Weight
TN Capacity TN Loaded Weight TN
Average
Weight
Aggregates 26 29 55 40.5
Concrete 16 19 35 25.5
Vehicle Weight: Average of LT/HW
Vehicle Capacity: Average Aggs, RMC truck
Weight Calculation: AP-42, Fifth Edition, 13.2.2-6, 11/06
Unpaved Roads
Production Rate : Aggs, Cement and Concrete
Length of Trip: Calculated
Distance Traveled: Calculated
Emission Rate: Calculated
Source:Emission Summary (PTE)
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Emission Rates
Source PM10 PM2.5 SO2 NOx CO VOC
(ton/yr) (ton/yr) (ton/yr) (ton/yr) (ton/yr) (ton/yr)
Material Handling-Loader 4.075 0.617 -- -- -- --
Material Handling-Conveyors 13.993 0.903 -- -- -- --
Bulldozing 0.983 0.138 -- -- -- --
Screening 12.802 0.865 -- -- -- --
Crushing 4.212 0.780 -- -- -- --
Drum Mix Asphalt Plants (Natural Gas)9.200 6.348 1.360 10.400 52.000 12.800
Stockpiles 10.635 0.798 -- -- -- --
Exposed Area 9.405 4.703 -- -- -- --
Unpaved Road Dust 17.472 8.736 -- -- -- --
Paved Road Dust 2.153 1.077 -- -- -- --
Concrete Batching -- -- -- -- -- --
Aggregate transfer to elevated bin 1.250 0.625 -- ---- --
Sand transfer to elevated bin 0.247 0.124 -- -- -- --
Weigh hopper loading 1.466 0.733 -- -- -- --
Mixer loading (central mix-controlled) 3.360 1.680 -- -- -- --
Mixer loading (truck mix)3.124 1.562 -- -- -- --
Cement loading to storage silo (pneumatic) 0.034 0.017 -- -- -- --
Natural Gas Water Heater 0.130 0.043 0.014 1.143 1.920 0.126
Diesel Water Heater 0.024 0.006 1.598 0.450 0.113 0.008
TOTAL 94.57 29.75 2.97 11.99 54.03 12.93
Potentail to Emit from Current AO's:
Point East 44.75 7.99 25.62 48.38 61.19 15.48
Point West 43.29 0.00 3.00 31.19 9.44 4.13
Point South 6.93 0.00 2.08 5.45 1.63 0.67
TOTAL 94.97 7.99 30.70 85.02 72.26 20.28
Difference from Current PTE to AO PTE TOTAL -0.40 21.76 -27.73 -73.03 -18.23 -7.35
Fugitive Dust Total 58.72 16.97
Non Fugitive Dust Total 35.85 12.78
TOTAL 94.57 29.75
Source CO2 CH4 N2O
(ton/yr) (ton/yr) (ton/yr)
-- -- --
Drum Mix Asphalt Plants (Natural Gas)13200.00 4.80 N/A
Natural Gas Water Heater 2742.86 0.05 0.01
Diesel Water Heater 501.75 0.005 0.006
TOTAL 16,445 4.857 0.020
Current AO Emissions
Green House Gases (GHG)
Source:Emission Summary (PTE)
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Current AO Emissions
Tot. tons/yr
1.12E-01
8.80E-01
2.98E-01
1.44E-02
5.31E-06
1.28E-01
1.08E-01
4.00E-01
1.08E+00
3.61E-04
2.32E-04
8.41E-05
1.97E-06
3.76E-06
5.27E-06
2.78E-07
1.61E-06
1.03E-07
1.73E-07
2.09E-07
1.04E-03
2.49E-05
2.84E-02
4.11E-08
1.51E-07
2.74E-05
6.41E-05
3.66E-07
6.40E-08
4.11E-02
6.98E-11
Total HAP's 3.09
--
6 Dichlorobenzene
Fluoranthene
6.40E-08Fluorene
--
--
--
--
--
--
--
--2-Methylnaphthalene
3-Methylnaphthalene
7,12-Dimethybenz(a)anthracene
--
--
--
--
--
5.60E-07
4.11E-08
3.66E-07
2.84E-02
--
--
OCDD
1.24E-07
--
6.40E-05
--
Hexane -- --
3.80E-08
--
1.20E-07
1.04E-03
2.48E-05
8.40E-05
1.84E-06
5.20E-06
2.00E-07
1.52E-06
3.76E-06
--
4.00E-01
1.08E+00
3.60E-04
2.32E-04
1.28E-01
1.08E-01
HMA (Line Power)
1.12E-01
8.80E-01
2.96E-01
1.44E-02
3.89E-07
4.11E-08
--
2.74E-05
6.86E-08
4.11E-08
4.11E-08
5.49E-08
4.11E-08
4.11E-08
--
4.11E-02
2.74E-08
1.39E-05
--
1.14E-07
--
--
--
1.09E-07
4.82E-08
4.11E-08
2.74E-08
2.74E-08
6.40E-08
4.11E-08
2.54E-05
5.31E-06
1.40E-04
2.45E-06
2.36E-07
9.56E-08
6.98E-11
4.75E-07
5.69E-09
2.75E-08
9.02E-08
3.33E-08
--
5.09E-08
--
5.36E-08
3.76E-08
--
--
--
--
--
--
--
Phenanthrene
Pyrene
Fluorene
Indo(1,2,3-cd)pyrene
--
--
Benzo(g,h,i)perylene
--
Benzo(a)pyrene --
Chrysene
Dibenzo(a,h)anthracene
--
--
--
Benzo(b,k)fluoranthene
Acenaphthene
Ethylbenzene
Toluene
Xylene
Acenaphthylene
Naphthalene
Anthracene
Acetaldehyde
Quinone
Benzo(b)flluoranthene
1,1,1-Trichloroethane
--
--
--
-- --
-- --
Benzo(a)anthracene
--
--
HAP's
Benzene --
--
--Formaldehyde
Diesel Water Heater NG Water Heater
4.80E-05
--
4.82E-06
1.43E-06
7.43E-05 1.71E-03
Source:Emission Summary (PTE)
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Emission Rates
Source PM10 PM2.5 SO2 NOx CO VOC
(ton/yr) (ton/yr) (ton/yr) (ton/yr) (ton/yr) (ton/yr)
Material Handling-Loader 4.075 0.617 -- -- -- --
Material Handling-Conveyors 22.066 6.236 -- -- -- --
Bulldozing 1.248 0.175
Screening 17.834 1.205 -- -- -- --
Crushing 5.400 1.000 -- -- -- --
Drum Mix Asphalt Plants (Natural Gas)9.200 6.348 1.360 10.400 52.000 12.800
Stockpiles 10.635 0.798 -- -- -- --
Exposed Area 9.405 4.703 -- -- -- --
Unpaved Road Dust 19.389 9.695 -- -- -- --
Paved Road Dust 2.153 1.077 -- -- -- --
Concrete Batching -- -- -- -- -- --
Aggregate transfer to elevated bin 1.250 0.625 -- -- -- --
Sand transfer to elevated bin 0.247 0.124 -- -- -- --
Weigh hopper loading 1.466 0.733 -- -- -- --
Mixer loading (central mix-controlled) 3.360 1.680 -- -- -- --
Mixer loading (truck mix)3.124 1.562 -- -- -- --
Cement loading to storage silo (pneumatic) 0.034 0.017 -- -- -- --
Natural Gas Water Heater Point West RMC 0.130 0.043 0.014 1.143 1.920 0.126
Diesel Generator Exhaust 2.182 1.271 13.402 84.926 22.558 2.174
Natural Gas Water Heater Point South RMC 0.147 0.049 0.015 1.286 2.160 0.141
TOTAL 113.35 37.96 14.79 97.75 78.64 15.24
Potentail to Emit from Current Calculations:94.57 29.75 2.97 11.99 54.03 12.93
Difference from Requested PTE to Current AO PTE TOTAL 18.78 8.20 11.82 85.76 24.61 2.31
Fugitive Dust Total 68.97 23.30
Non Fugitive Dust Total 44.37 14.66
TOTAL 113.35 37.96
Source CO2 CH4 N2O
(ton/yr) (ton/yr) (ton/yr)
Diesel Generator Exhaust 4378.98 2.39 N/A
Drum Mix Asphalt Plants (Natural Gas)13200.00 4.80 N/A
Natural Gas Water Heater Point West RMC 2742.86 0.05 0.01
Natural Gas Water Heater Point South RMC 3085.71 0.059 0.016
TOTAL 23,408 7.300 0.031
Requested AO Emissions
Green House Gases (GHG)
Source:Emission Summary (PTE)
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Requested AO Emissions
Tot. tons/yr
1.33E-01
8.80E-01
3.02E-01
1.79E-02
0.00E+00
1.35E-01
1.08E-01
4.07E-01
1.09E+00
4.84E-04
4.77E-04
Acrolein 8.25E-04
1.17E-04
1.84E-05
3.32E-05
1.11E-05
1.50E-05
4.22E-05
9.28E-06
3.05E-04
1.12E-05
1.00E-02
Propylene 7.40E-02
1.23E-04
2.84E-02
8.74E-08
7.00E-06
5.83E-05
1.71E-04
7.77E-07
8.74E-02
0.00E+00
Total HAP's 3.27
HMA (Line Power)
Benzene 2.06E-02 5.40E-05 4.80E-05 1.12E-01
HAP's Gensets NG WH-Point South NG WH-Point West
Ethylbenzene -- -- -- 8.80E-01
Formaldehyde 2.09E-03 1.93E-03 1.71E-03 2.96E-01
Naphthalene 3.45E-03 1.57E-05 1.39E-05 1.44E-02
1,1,1-Trichloroethane -- -- -- --
Acetaldehyde 6.69E-03 -- -- 1.28E-01
Quinone -- -- -- 1.08E-01
Toluene 7.46E-03 1.29E-07 1.14E-07 4.00E-01
Xylene 5.12E-03 -- -- 1.08E+00
Acenaphthene 1.24E-04 4.63E-08 4.11E-08 3.60E-04
Acenaphthylene 2.45E-04 4.63E-08 4.11E-08 2.32E-04
Anthracene 3.26E-05 6.17E-08 5.49E-08 8.40E-05
Benzo(a)anthracene 1.65E-05 4.63E-08 4.11E-08 1.84E-06
Benzo(b)flluoranthene 2.95E-05 -- -- 3.76E-06
Benzo(b,k)fluoranthene 5.79E-06 4.63E-08 4.11E-08 5.20E-06
Benzo(g,h,i)perylene 1.48E-05 3.09E-08 2.74E-08 2.00E-07
Chrysene 4.06E-05 4.63E-08 4.11E-08 1.52E-06
Dibenzo(a,h)anthracene 9.18E-06 3.09E-08 2.74E-08 3.80E-08
Fluorene 3.05E-04 7.20E-08 6.40E-08 --
Indo(1,2,3-cd)pyrene 1.10E-05 4.63E-08 4.11E-08 1.20E-07
Phenanthrene 8.99E-03 4.37E-07 3.89E-07 1.04E-03
Pyrene 9.85E-05 4.63E-08 4.11E-08 2.48E-05
2-Methylnaphthalene -- 6.30E-07 5.60E-07 2.84E-02
-- 4.63E-08 4.11E-08 --
Benzo(a)pyrene 6.82E-06 3.09E-08 2.74E-08 1.24E-07
OCDD -- -- -- --
7,12-Dimethybenz(a)anthracene -- 4.11E-07 3.66E-07 --
7.40E-02 -- -- --
8.25E-04 -- -- --
Hexane -- 4.63E-02 4.11E-02 --
6 Dichlorobenzene -- 3.09E-05 2.74E-05 --
Fluoranthene 1.07E-04 7.71E-08 6.86E-08 6.40E-05
3-Methylnaphthalene
Source:Emission Summary (PTE)
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
PM10 PM2.5 SO2 NOx CO VOC
(ton/yr) (ton/yr) (ton/yr) (ton/yr) (ton/yr) (ton/yr)
94.970 7.990 30.700 85.020 72.260 20.280
113.347 37.957 14.791 97.754 78.638 15.241
18.377 29.967 -15.909 12.734 6.378 -5.039
CO2 CH4 N2O
(ton/yr) (ton/yr) (ton/yr)
16444.61 4.857 0.020
23407.55 7.300 0.031
6962.94 2.443 0.0106
HAP's
(ton/yr)
3.0918
3.2702
0.178Total Net Increase
Total Current AO
Total Requested
Total Net Increase
Total Current AO
Total Requested
Total Net Increase
Projected Increase/Decrease Emission Totals
Green House Gases (GHG)
Total Current AO
Total Requested
Source
Source
Source
Source
Total Current AO
Total Requested
Total Net Increase
Non Fugitive PM10
(ton/yr)
35.851
44.374
8.524
Fugitive PM10
(ton/yr)
58.717
68.972
10.255
14.658 23.299
1.874 6.329
Non Fugitive PM2.5 Fugitive PM2.5
(ton/yr) (ton/yr)
12.783 16.970
Source:Material Handling-Loader
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Particle Wind Moisture Emission Production Number Emission Emission
Source: Permitted Pollutant Size Speed Content Factor Rate of Drops Rate Rate
Multiplier (mph) (%) (lb/ton) (ton/yr) (#) (ton/yr) (lb/hr)
k U M EF PR ND ER ER
Loader(feed)PM10 0.35 10 4 1.04E-03 7,800,000 1 4.075 0.930
PM2.5 0.053 10 4 1.58E-04 7,800,000 1 0.617 0.141
Source of Data:Equations:
Particle Size Multiplier: Page 13.2.4-3 Emission Factor:
Wind Speed: Utah Division of Air Quality
Moisture Content: Estimate
Emission Factor: AP-42, Fifth Edition, Section 13.2.4, 1/95
Aggregate Handling and Storage Piles
Page 13.2.4-3, Equation 1
Production Rate (aggregate): Staker Parson Companies
Number of Drops: Staker Parson Companies
Emission Rate: Calculated Emission Rate:
Notes:
Includes loader to feeder and loader to Haul Truck
( )
k 0.0032
U
5
M
2
EF lb
ton
1.3
1.4 =
( )
EF lb
ton PR ton
yr
1 ton
2,000 lb
ND ER
ton
yr=
Source:Material Handling-Conveyors
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Number Emission Emission
Source Pollutant Factor Rate of Drops Rate Rate
(lb/ton) (ton/yr) (ton/hr) (#) (ton/yr) (lb/hr)
EF PR ND ER ER
Aggregate Conveyors PM10 4.60E-05 7,800,000 700 78 13.9932 3.195
Aggregate Conveyors PM2.5 1.30E-05 7,800,000 700 78 3.9546 0.903
Source of Data:
Emission Factor: AP-42, Fifth Edition, Section 11.19.2, 8/04
Crushed Stone Processing
Table 11.19.2-2
Production Rate: Staker Parson Companies
Emission Rate: Calculated
Notes:
( )
( )
EF lb
ton
PR ton
yr
ND ER
ton
yr
EF lb
ton
PR ton
hr
ND ER
lb
hr
ER lb
hr
g
lb
ER g
=
=
=
1 ton
lb
1 hr
3,600 sec
2 000
45359
,
.
sec
Source:Material Handling-Conveyors (Line Power)
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Number Emission Emission
Source Pollutant Factor Rate of Drops Rate Rate
(lb/ton) (ton/yr) (ton/hr) (#) (ton/yr) (lb/hr)
EF PR ND ER ER
Aggregate Conveyors PM10 4.60E-05 7,800,000 700 123 22.0662 5.038
Aggregate Conveyors PM2.5 1.30E-05 7,800,000 700 123 6.2361 1.424
Source of Data:
Emission Factor: AP-42, Fifth Edition, Section 11.19.2, 8/04
Crushed Stone Processing
Table 11.19.2-2
Production Rate: Staker Parson Companies
Emission Rate: Calculated
Notes:
( )
( )
EF lb
ton
PR ton
yr
ND ER
ton
yr
EF lb
ton
PR ton
hr
ND ER
lb
hr
ER lb
hr
g
lb
ER g
=
=
=
1 ton
lb
1 hr
3,600 sec
2 000
45359
,
.
sec
Source:Bulldozing
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Silt Moisture Emission Operating Emission
Source Pollutant Content Content Factor Time Rate
(%) (%) (lb/hr) (hr/yr) (ton/yr)
s M EF OP ER
Bulldozer PM10 4.8 7.9 0.437 4,500 0.983
PM2.5 4.8 7.9 0.061 4,500 0.138
Source of Data:Equations:
Silt Content: Table 11.9-1 Emission Factor:
Moisture Content: Table 11.9-1
Emission Factor: AP-42, Fifth Edition, Section 11.9, 10/98
Western Surface Coal Mining
Table 11.9-1
Operating Time: Staker Parson Companies
Emission Rate: Calculated Emission Rate:
Notes:
The emissions are assumed to be uncontrolled.
EF lb
hr
OP hr
yr
ER ton
yr
=1 ton
2,000 lb
( )
( )
0.75 s
M
EF lb
hr
1.5
1.4 =
Source:Bulldozing
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Silt Moisture Emission Operating Emission
Source Pollutant Content Content Factor Time Rate
(%) (%) (lb/hr) (hr/yr) (ton/yr)
s M EF OP ER
Bulldozer PM10 4.8 7.9 0.437 5,714 1.248
PM10 4.8 7.9 0.061 5,714 0.175
Source of Data:Equations:
Silt Content: Table 11.9-2 Emission Factor:
Moisture Content: Table 11.9-2
Emission Factor: AP-42, Fifth Edition, Section 11.9, 10/98
Western Surface Coal Mining
Table 11.9-1
Operating Time: Staker Parson Companies
Emission Rate: Calculated Emission Rate:
Notes:
The emissions are assumed to be uncontrolled.
EF lb
hr
OP hr
yr
ER ton
yr
=1 ton
2,000 lb
( )
( )
0.75 s
M
EF lb
hr
1.5
1.4 =
Source:Screening
Company:Staker Parson Companies
Site:Point of the Mountain
Date:5/20/2016
Emission Production Emission Emission
Source Pollutant Factor Rate Rate Rate
(lb/ton)(ton/yr)(ton/hr)(ton/yr)(lb/hr)
EF PR ER ER
PM10 7.40E-04 7,800,000 700 2.8860 0.6589
PM10 7.40E-04 6,800,000 700 2.5160 0.5744
PM10 7.40E-04 3,000,000 700 1.1100 0.2534
PM10 7.40E-04 3,000,000 700 1.1100 0.2534
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 0 700 0.0000 0.0000
PM10 7.40E-04 0 700 0.0000 0.0000
Total 12.8020 2.9228
PM2.5 5.00E-05 7,800,000 700 0.1950 0.0445
PM2.5 5.00E-05 6,800,000 700 0.1700 0.0388
PM2.5 5.00E-05 3,000,000 700 0.0750 0.0171
PM2.5 5.00E-05 3,000,000 700 0.0750 0.0171
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 0 700 0.0000 0.0000
PM2.5 5.00E-05 0 700 0.0000 0.0000
Total 0.8650 0.1975
Crushed Stone Processing
Table 11.19.2-2
Production Rate:Staker Parson Companies
Emission Rate:Calculated
Notes:
Screen 1
Screen 8
Screen 9
Screen 10
Screen 11
Screen 12
Screen 13
Screen 2
Screen 3
Screen 4
Screen 5
Screen 6
Screen 7
Screen 10
Screen 11
Screen 12
Screen 13
Screen 1
Screen 2
Screen 3
Screen 4
Screen 5
Screen 6
Screen 7
Screen 8
Screen 9
EF lb
ton PR ton
yr ER ton
yr
EF lb
ton PR ton
hr ER lb
hr
ER lb
hr
g
lb ER g
=
=
=
1 ton
lb
1 hr
3,600 sec
2 000
45359
,
.sec
Source:Screening
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Emission Emission
Source Pollutant Factor Rate Rate Rate
(lb/ton)(ton/yr)(ton/hr) (ton/yr) (lb/hr)
EF PR ER ER
PM10 7.40E-04 7,800,000 700 2.8860 0.6589
PM10 7.40E-04 6,800,000 700 2.5160 0.5744
PM10 7.40E-04 3,000,000 700 1.1100 0.2534
PM10 7.40E-04 3,000,000 700 1.1100 0.2534
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 1,900,000 700 0.7030 0.1605
PM10 7.40E-04 1,900,000 700 0.7030 0.1605
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 2,000,000 700 0.7400 0.1689
PM10 7.40E-04 500,000 300 0.1850 0.0422
PM10 7.40E-04 250,000 300 0.0925 0.0211
PM10 7.40E-04 700,000 500 0.2590 0.0591
PM10 7.40E-04 350,000 500 0.1295 0.0296
Total 17.8340 4.0717
PM2.5 5.00E-05 7,800,000 700 0.1950 0.0445
PM2.5 5.00E-05 6,800,000 700 0.1700 0.0388
PM2.5 5.00E-05 3,000,000 700 0.0750 0.0171
PM2.5 5.00E-05 3,000,000 700 0.0750 0.0171
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 1,900,000 700 0.0475 0.0108
PM2.5 5.00E-05 1,900,000 700 0.0475 0.0108
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 2,000,000 700 0.0500 0.0114
PM2.5 5.00E-05 500,000 300 0.0125 0.0029
PM2.5 5.00E-05 250,000 300 0.0063 0.0014
PM2.5 5.00E-05 700,000 500 0.0175 0.0040
PM2.5 5.00E-05 350,000 500 0.0088 0.0020
Total 1.2050 0.2751
Crushed Stone Processing
Table 11.19.2-2
Production Rate: Staker Parson Companies
Emission Rate: Calculated
Notes:
Screen 21-P
Screen 12
Screen 13
Screen 6
Screen 5
Screen 18-P
Screen 19-P
Screen 20-P
Screen 7
Screen 8
Screen 9
Screen 10
Screen 11
Screen 14
Screen 15
Screen 16
Screen 17
Screen 13
Screen 1
Screen 2
Screen 3
Screen 4
Screen 18-P
Screen 19-P
Screen 20-P
Screen 21-P
Screen 14
Screen 15
Screen 16
Screen 17
Screen 12
Screen 1
Screen 2
Screen 3
Screen 4
Screen 5
Screen 6
Screen 7
Screen 8
Screen 9
Screen 10
Screen 11
EF lb
ton PR ton
yr ER ton
yr
EF lb
ton PR ton
hr ER lb
hr
ER lb
hr
g
lb ER g
=
=
=
1 ton
lb
1 hr
3,600 sec
2 000
45359
,
.sec
Source:Crushing
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Emission Emission
Source Pollutant Factor Rate Rate Rate
(lb/ton)(ton/yr)(ton/hr) (ton/yr) (lb/hr)
EF PR ER ER
PM10 5.40E-04 3,800,000 700 1.0260 0.2342
Cone #1 PM10 5.40E-04 3,900,000 700 1.0530 0.2404
Cone #2 PM10 5.40E-04 1,900,000 700 0.5130 0.1171
PM10 5.40E-04 2,000,000 700 0.5400 0.1233
PM10 5.40E-04 2,000,000 700 0.5400 0.1233
PM10 5.40E-04 2,000,000 700 0.5400 0.1233
Total 4.2120 0.9616
PM2.5 1.00E-04 3,800,000 700 0.1900 0.0434
Cone #1 PM2.5 1.00E-04 3,900,000 700 0.1950 0.0445
Cone #2 PM2.5 1.00E-04 1,900,000 700 0.0950 0.0217
PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
Total 0.7800 0.1781
Emission Factor: AP-42, Fifth Edition, Section 11.19.2, 8/04
Crushed Stone Processing
Table 11.19.2-2
Production Rate: Staker Parson Companies
Emission Rate: Calculated
Notes:
VSI #2
VSI #3
Jaw
VSI #1
VSI #2
VSI #3
Jaw
VSI #1
EF lb
ton
PR ton
yr
ER ton
yr
EF lb
ton PR ton
hr ER lb
hr
ER lb
hr
g
lb ER g
=
=
=
1 ton
lb
1 hr
3,600 sec
2 000
45359
,
.sec
Source:Crushing
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Emission Emission
Source Pollutant Factor Rate Rate Rate
(lb/ton)(ton/yr)(ton/hr) (ton/yr) (lb/hr)
EF PR ER ER
PM10 5.40E-04 3,800,000 700 1.0260 0.2342
Jaw #2 PM10 5.40E-04 700,000 500 0.1890 0.0432
Cone #1 PM10 5.40E-04 3,900,000 700 1.0530 0.2404
Cone #2 PM10 5.40E-04 1,900,000 700 0.5130 0.1171
Cone #3 PM10 5.40E-04 400,000 300 0.1080 0.0247
Cone #4 PM10 5.40E-04 700,000 500 0.1890 0.0432
Cone #5 PM10 5.40E-04 350,000 500 0.0945 0.0216
VSI #1 PM10 5.40E-04 2,000,000 700 0.5400 0.1233
VSI #2 PM10 5.40E-04 2,000,000 700 0.5400 0.1233
VSI #3 PM10 5.40E-04 2,000,000 700 0.5400 0.1233
VSI #4 PM10 5.40E-04 250,000 300 0.0675 0.0154
VSI #5 PM10 5.40E-04 2,000,000 700 0.5400 0.1233
Total 5.4000 1.1096
PM2.5 1.00E-04 3,800,000 700 0.1900 0.0434
Jaw #2 PM2.5 1.00E-04 700,000 500 0.0350 0.0080
Cone #1 PM2.5 1.00E-04 3,900,000 700 0.1950 0.0445
Cone #2 PM2.5 1.00E-04 1,900,000 700 0.0950 0.0217
Cone #3 PM2.5 1.00E-04 400,000 300 0.0200 0.0046
Cone #4 PM2.5 1.00E-04 700,000 500 0.0350 0.0080
Cone #5 PM2.5 1.00E-04 350,000 500 0.0175 0.0040
VSI #1 PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
VSI #2 PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
VSI #3 PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
PM2.5 1.00E-04 250,000 300 0.0125 0.0029
PM2.5 1.00E-04 2,000,000 700 0.1000 0.0228
Total 1.0000 0.2055
Emission Factor: AP-42, Fifth Edition, Section 11.19.2, 8/04
Crushed Stone Processing
Table 11.19.2-2
Production Rate: Staker Parson Companies
Emission Rate: Calculated
Notes:
VSI #4
Jaw #1
Jaw #1
VSI #5
EF lb
ton
PR ton
yr
ER ton
yr
EF lb
ton PR ton
hr ER lb
hr
ER lb
hr
g
lb ER g
=
=
=
1 ton
lb
1 hr
3,600 sec
2 000
45359
,
.sec
Source:Drum Mix Asphalt Plants (Natural Gas)
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Emission
Source Pollutant Factor Rate Rate
(lb/ton)(ton/yr)(ton/yr) (lb/yr)
EF PR ER
Drum mix (natural gas)(fabric filter) PM10 0.0230 800,000 9.200 1.84E+04
PM10 FILT 0.0039 800,000 1.560 3.12E+03
PM10 COND 0.0194 800,000 7.760 1.55E+04
PM2.5 0.0159 800,000 6.348 1.27E+04
PM2.5 FILT 0.0027 800,000 1.076 2.15E+03
PM2.5 COND 0.0134 800,000 5.354 1.07E+04
SOx 0.0034 800,000 1.360 2.72E+03
NOx 0.0260 800,000 10.400 2.08E+04
CO 0.1300 800,000 52.000 1.04E+05
VOC 0.0320 800,000 12.800 2.56E+04
33.00 800,000 13,200.00 2.64E+07
0.0120 800,000 4.80 9.60E+03
N/A 800,000 #VALUE!#VALUE!
Acetaldehyde 3.2E-04 800,000 1.28E-01 2.56E+02
Benzene 2.8E-04 800,000 1.12E-01 2.24E+02
Ethylbenzene 2.2E-03 800,000 8.80E-01 1.76E+03
Formaldehyde 7.4E-04 800,000 2.96E-01 5.92E+02
Quinone 2.7E-04 800,000 1.08E-01 2.16E+02
Toluene 1.0E-03 800,000 4.00E-01 8.00E+02
Xylene 2.7E-03 800,000 1.08E+00 2.16E+03
2-Methylnaphthalene 7.1E-05 800,000 2.84E-02 5.68E+01
Acenapthene 9.0E-07 800,000 3.60E-04 7.20E-01
Acenaphthylene 5.8E-07 800,000 2.32E-04 4.64E-01
Anthracene 2.1E-07 800,000 8.40E-05 1.68E-01
Benzo(a)anthracene 4.6E-09 800,000 1.84E-06 3.68E-03
Benzo(a)pyrene 3.1E-10 800,000 1.24E-07 2.48E-04
Benzo(b)flluoranthene 9.4E-09 800,000 3.76E-06 7.52E-03
Benzo(g,h,i)perylene 5.0E-10 800,000 2.00E-07 4.00E-04
Benzo(k)fluoranthene 1.3E-08 800,000 5.20E-06 1.04E-02
Chrysene 3.8E-09 800,000 1.52E-06 3.04E-03
Dibenz(a,h)anthracene 9.5E-11 800,000 3.80E-08 7.60E-05
Fluoranthene 1.6E-07 800,000 6.40E-05 1.28E-01
Indeno(1,2,3-cd)pyrene 3.0E-10 800,000 1.20E-07 2.40E-04
Naphthalene 3.6E-05 800,000 1.44E-02 2.88E+01
Phenanthrene 2.6E-06 800,000 1.04E-03 2.08E+00
Pyrene 6.2E-08 800,000 2.48E-05 4.96E-02
Source of Data:
Emission Factor: AP-42, Fifth Edition, Section 11.1, 3/04
Hot Mix Asphalt Plants
Tables 11.1-3, 11.1-4, 11.1-7, 11.1-8, 11.1-10 and 11.1-12
Production Rate (asphalt): Staker Parson Companies
Emission Rate: Calculated
Notes:
Nonmetalic HAP emission factors are based on asphalt plants controlled with fabric filters.
To avoid double counting emissions, the polycyclics emissions total in the table does not include
naphthalene emissions.
PAH HAP's
GHG CO2
CH4
N20
Non-PAH HAP's
EF lb
ton
PR ton
yr
ER ton
yr
EF lb
ton
PR ton
yr
ER lb
yr
EF lb
ton PR ton
hr ER lb
hr
ER lb
hr
g
lb
ER g
=
=
=
=
1
45359
ton
2,000 lb
1 hr
3,600 sec
.
sec
Source:Drum Mix Asphalt Plants (Natural Gas)
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Source:Stockpiles
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Emission Operating Control Emission Emission
Source Pollutant Factor Area Time Factor Rate Rate
(lb/acre-day) (acre) (day/yr) (ton/yr) (lb/hr)
EF A OP ER ER
Stockpiles PM10 6.30 37.00 365 0.75 10.635 2.428
PM2.5 0.47 37.00 365 0.75 0.798 0.182
Source of Data:Equations:
Emission Factor: AP-42, Fifth Edition, Section 11.9, 10/98 Emission Rate:
Western Surface Coal Mining
Table 11.9-4
Area: Staker Parson Companies
Operating Time: Staker Parson Companies
Emission Rate: Calculations
Notes:
6.3 lb/acre-day emission factor per UDAQ
75% control factor for watering piles per UDAQ
The PM2.5 emission factor is estimated to be7.5 percent of the PM10 emission factor per UDAQ.
( )
EF ton
acre yr
A acre OP
day
yr
1 yr
365 day
ER ton
yr-
=
Source:Exposed Area
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Emission Operating Emission Emission
Source Pollutant Factor Area Time Rate Rate
(ton/acre-yr) (acre) (day/yr) (ton/yr) (lb/hr)
EF A OP ER ER
Exposed Area PM10 0.19 49.50 365 9.405 2.147
PM2.5 0.10 49.50 365 4.703 1.074
Source of Data:Equations:
Emission Factor: AP-42, Fifth Edition, Section 11.9, 10/98 Emission Rate:
Western Surface Coal Mining
Table 11.9-4
Area: Staker Parson Companies
Operating Time: Staker Parson Companies
Emission Rate: Calculations
Notes:
The TSP emission factor is 0.38 ton/acre-yr.
The PM10 emission factor is estimated to be 50 percent of the TSP emission factor.
The PM2.5 emission factor is estimated to be 25 percent of the TSP emission factor.
The emissions are assumed to be uncontrolled.
( )
EF ton
acre yr
A acre OP
day
yr
1 yr
365 day
ER ton
yr-
=
Source:Unpaved Road Dust
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Source Pollutant Source Pollutant
(ton/yr) (lb/hr)(ton/yr) (lb/hr)
Loader(s)-Concrete PM10 1.85 0.42 Loader(s)-Concrete PM2.5 0.92 0.21
Loader(s)-Crushing PM10 4.93 1.12 Loader(s)-Crushing PM2.5 2.46 0.56
Loader(s)-Asphalt PM10 0.92 0.21 Loader(s)-Asphalt PM2.5 0.46 0.10
PM10 7.29 1.66 PM2.5 3.65 0.83
HMA Trucks PM10 1.11 0.25 HMA Trucks PM2.5 0.56 0.13
Concrete Trucks PM10 1.38 0.32 Concrete Trucks PM2.5 0.69 0.16
Total 17.47 3.99 Total 8.74 1.99
Production Length of Distance
Source Rate Trip Traveled
(ton/yr) (ton/hr) (ft/trip) (vmt/load) (vmt/yr) (vmt/hr)
PR LT DT
Loader(s)-Concrete 1,612,500 200 300 0.06 7,635 0.95
Loader(s)-Crushing 7,800,000 700 400 0.08 20,376 1.83
Loader(s)-Asphalt 800,000 350 300 0.06 3,788 1.66
3,500,000 700 1,468 0.28 33,563 6.71
HMA Trucks 800,000 350 980 0.19 5,120 2.24
Concrete Trucks 675,000 225 1,175 0.22 7,906 2.64
Particle Surface Silt Vehicle Vehicle Control Emission
Source Size Content Weight Capacity Efficiency Factor
Multiplier (%) (ton) (ton/load) (%) (lb/vmt)
k s CE EF
Controlled
Loader(s)-Concrete 1.5 4.8 33 12 75.00 0.48
Loader(s)-Crushing 1.5 4.8 33 12 75.00 0.48
Loader(s)-Asphalt 1.5 4.8 33 12 75.00 0.48
1.5 4.8 26 29 75.00 0.43
HMA Trucks 1.5 4.8 26 29 75.00 0.43
Concrete Trucks 1.5 4.8 16 19 75.00 0.35
Source of Data:Equations:
Particle Size Multiplier: Page 13.2.2-3 Emission Factors:
Surface Silt Content: Table 13.2.2-1
Vehicle Weight: Staker Parson Companies
Vehicle Capacity: Staker Parson Companies
Mean Vehicle Speed: Staker Parson Companies
Days With Precip. >= 0.01: Figure 13.2.2-1
Moisture Content: Estimated
Emission Factor: AP-42, Fifth Edition, Section 13.2.2, 9/98
Unpaved Roads
Page 13.2.2-3
Production Rate : Staker Parson Companies Emission Rates:
Length of Trip: Staker Parson Companies
Distance Traveled: Calculated
Emission Rate: Calculated
Notes:
The Mean Vehicle Speed (S) portion of the emission factor equation is only used if the mean
vehicle speed is less than 15 mph.
The Average Vehicle Weight (W) is the average of the loaded and empty vehicle weight.
The Precipitation (p) portion of the emission factor equation is used only to estimate
uncontrolled emissions.
Haul Trucks Haul Trucks
Haul Trucks
Haul Trucks
Controlled Controlled
Emissions Emissions
ER ER
PM10: a=0.9, b=0.45
EF lb
vmt DTvmt
yr
1 ton
2,000 lb ER ton
yr
EF lb
vmt DTvmt
hr ER lb
hr
CER lb
hr 453.59g
lb
1 hr
3,600 sec ER g
sec
=
=
=
( )EFCEWsk
ba
=-)100/(1*312
Source:Unpaved Road Dust
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Source Pollutant Source Pollutant
(ton/yr) (lb/hr)(ton/yr) (lb/hr)
Loader(s)-Concrete PM10 1.85 0.42 Loader(s)-Concrete PM2.5 0.92 0.21
Loader(s)-Crushing PM10 4.93 1.12 Loader(s)-Crushing PM2.5 2.46 0.56
Loader(s)-Asphalt PM10 0.92 0.21 Loader(s)-Asphalt PM2.5 0.46 0.10
PM10 7.29 1.66 PM2.5 3.65 0.83
HMA Trucks PM10 1.11 0.25 HMA Trucks PM2.5 0.56 0.13
Concrete Trucks PM10 3.30 0.75 Concrete Trucks PM2.5 1.65 0.38
Total 19.39 4.43 Total 9.69 2.21
Production Length of Distance
Source Rate Trip Traveled
(ton/yr) (ton/hr) (ft/trip) (vmt/load) (vmt/yr) (vmt/hr)
PR LT DT
Loader(s)-Concrete 1,612,500 200 300 0.06 7,635 0.95
Loader(s)-Crushing 7,800,000 700 400 0.08 20,376 1.83
Loader(s)-Asphalt 800,000 350 300 0.06 3,788 1.66
3,500,000 700 1,468 0.28 33,563 6.71
HMA Trucks 800,000 350 980 0.19 5,120 2.24
Concrete Trucks 1,612,500 225 1,175 0.22 18,886 2.64
Particle Surface Silt Vehicle Vehicle Control Emission
Source Size Content Weight Capacity Efficiency Factor
Multiplier (%) (ton) (ton/load) (%) (lb/vmt)
k s CE EF
Controlled
Loader(s)-Concrete 1.5 4.8 33 12 75.00 0.48
Loader(s)-Crushing 1.5 4.8 33 12 75.00 0.48
Loader(s)-Asphalt 1.5 4.8 33 12 75.00 0.48
1.5 4.8 26 29 75.00 0.43
HMA Trucks 1.5 4.8 26 29 75.00 0.43
Concrete Trucks 1.5 4.8 16 19 75.00 0.35
Source of Data:Equations:
Particle Size Multiplier: Page 13.2.2-3 Emission Factors:
Surface Silt Content: Table 13.2.2-1
Vehicle Weight: Staker Parson Companies
Vehicle Capacity: Staker Parson Companies
Mean Vehicle Speed: Staker Parson Companies
Days With Precip. >= 0.01: Figure 13.2.2-1
Moisture Content: Estimated
Emission Factor: AP-42, Fifth Edition, Section 13.2.2, 9/98
Unpaved Roads
Page 13.2.2-3
Production Rate : Staker Parson Companies Emission Rates:
Length of Trip: Staker Parson Companies
Distance Traveled: Calculated
Emission Rate: Calculated
Notes:
The Mean Vehicle Speed (S) portion of the emission factor equation is only used if the mean
vehicle speed is less than 15 mph.
The Average Vehicle Weight (W) is the average of the loaded and empty vehicle weight.
The Precipitation (p) portion of the emission factor equation is used only to estimate
uncontrolled emissions.
Haul Trucks Haul Trucks
Haul Trucks
Haul Trucks
Controlled Controlled
Emissions Emissions
ER ER
PM10: a=0.9, b=0.45
EF lb
vmt DTvmt
yr
1 ton
2,000 lb ER ton
yr
EF lb
vmt DTvmt
hr ER lb
hr
CER lb
hr 453.59g
lb
1 hr
3,600 sec ER g
sec
=
=
=
( )EFCEWsk
ba
=-)100/(1*312
Source:Paved Road Dust
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Source Pollutant Source Pollutant
(ton/yr) (lb/hr)(ton/yr) (lb/hr)
PM10 1.53 0.35 PM2.5 0.76 0.17
HMA Trucks PM10 0.33 0.08 HMA Trucks PM2.5 0.17 0.04
Concrete Trucks PM10 0.29 0.07 Concrete Trucks PM2.5 0.15 0.03
Total 2.15 0.49 Total 1.08 0.25
Production Length of Distance
Source Rate Trip Traveled
(ton/yr) (ton/hr) (ft/trip) (vmt/load) (vmt/yr) (vmt/hr)
PR LT DT
3,500,000 700 1,540 0.29 35,201 7.04
HMA Trucks 800,000 350 1,455 0.28 7,602 3.33
Concrete Trucks 675,000 225 1,250 0.24 8,411 2.80
Particle Surface Silt Vehicle Vehicle Control Emission
Source Size Content Weight Capacity Efficiency Factor
Multiplier (%) (ton) (ton/load) (%) (lb/vmt)
k s CE EF
Controlled
1.5 4.8 26 29 95.00 0.09
HMA Trucks 1.5 4.8 26 29 95.00 0.09
Concrete Trucks 1.5 4.8 16 19 95.00 0.07
Source of Data:Equations:
Particle Size Multiplier: Page 13.2.2-3 Emission Factors:
Surface Silt Content: Table 13.2.2-1
Vehicle Weight: Staker Parson Companies
Vehicle Capacity: Staker Parson Companies
Mean Vehicle Speed: Staker Parson Companies
Days With Precip. >= 0.01: Figure 13.2.2-1
Moisture Content: Estimated
Emission Factor: AP-42, Fifth Edition, Section 13.2.2, 9/98
Unpaved Roads
Page 13.2.2-3
Production Rate : Staker Parson Companies Emission Rates:
Length of Trip: Staker Parson Companies
Distance Traveled: Calculated
Emission Rate: Calculated
Notes:
The Mean Vehicle Speed (S) portion of the emission factor equation is only used if the mean
vehicle speed is less than 15 mph.
The Average Vehicle Weight (W) is the average of the loaded and empty vehicle weight.
The Precipitation (p) portion of the emission factor equation is used only to estimate
uncontrolled emissions.
Haul Trucks Haul Trucks
Haul Trucks
Haul Trucks
Controlled Controlled
Emissions Emissions
ER ER
PM10: a=0.9, b=0.45
EF lb
vmt DTvmt
yr
1 ton
2,000 lb ER ton
yr
EF lb
vmt DTvmt
hr ER lb
hr
CER lb
hr 453.59 g
lb
1 hr
3,600 sec ER g
sec
=
=
=
( )EFCEWsk
ba
=-)100/(1*312
Source:Paved Road Dust
Company: Staker Parson Companies
Site:Point of the Mountain
Date: 5/20/2016
Source Pollutant Source Pollutant
(ton/yr) (lb/hr)(ton/yr) (lb/hr)
PM10 1.53 0.35 PM2.5 0.76 0.17
HMA Trucks PM10 0.33 0.08 HMA Trucks PM2.5 0.17 0.04
Concrete Trucks PM10 0.29 0.07 Concrete Trucks PM2.5 0.15 0.03
Total 2.15 0.49 Total 1.08 0.25
Production Length of Distance
Source Rate Trip Traveled
(ton/yr) (ton/hr) (ft/trip) (vmt/load) (vmt/yr) (vmt/hr)
PR LT DT
3,500,000 700 1,540 0.29 35,201 7.04
HMA Trucks 800,000 350 1,455 0.28 7,602 3.33
Concrete Trucks 675,000 225 1,250 0.24 8,411 2.80
Particle Surface Silt Vehicle Vehicle Control Emission
Source Size Content Weight Capacity Efficiency Factor
Multiplier (%) (ton) (ton/load) (%) (lb/vmt)
k s CE EF
Controlled
1.5 4.8 26 29 95.00 0.09
HMA Trucks 1.5 4.8 26 29 95.00 0.09
Concrete Trucks 1.5 4.8 16 19 95.00 0.07
Source of Data:Equations:
Particle Size Multiplier: Page 13.2.2-3 Emission Factors:
Surface Silt Content: Table 13.2.2-1
Vehicle Weight: Staker Parson Companies
Vehicle Capacity: Staker Parson Companies
Mean Vehicle Speed: Staker Parson Companies
Days With Precip. >= 0.01: Figure 13.2.2-1
Moisture Content: Estimated
Emission Factor: AP-42, Fifth Edition, Section 13.2.2, 9/98
Unpaved Roads
Page 13.2.2-3
Production Rate : Staker Parson Companies Emission Rates:
Length of Trip: Staker Parson Companies
Distance Traveled: Calculated
Emission Rate: Calculated
Notes:
The Mean Vehicle Speed (S) portion of the emission factor equation is only used if the mean
vehicle speed is less than 15 mph.
The Average Vehicle Weight (W) is the average of the loaded and empty vehicle weight.
The Precipitation (p) portion of the emission factor equation is used only to estimate
uncontrolled emissions.
Haul Trucks Haul Trucks
Haul Trucks
Haul Trucks
Controlled Controlled
Emissions Emissions
ER ER
PM10: a=0.9, b=0.45
EF lb
vmt DTvmt
yr
1 ton
2,000 lb ER ton
yr
EF lb
vmt DTvmt
hr ER lb
hr
CER lb
hr 453.59 g
lb
1 hr
3,600 sec ER g
sec
=
=
=
( )EFCEWsk
ba
=-)100/(1*312
Source:Concrete Batching
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Production Emission
Source Pollutant Factor Rate Rate
(lb/ton)(ton/yr)(ton/yr)
EF PR ER
PM10 3.30E-03 634,500 1.047
PM2.5 1.65E-03 634,500 0.523
PM10 9.90E-04 418,500 0.207
PM2.5 4.95E-04 418,500 0.104
PM10 2.40E-03 1,221,750 1.466
PM2.5 1.20E-03 1,221,750 0.733
PM10 5.50E-03 1,221,750 3.360
PM2.5 2.75E-03 1,221,750 1.680
PM10 3.40E-04 168,750 0.029
PM2.5 1.70E-04 168,750 0.014
Emission Production Emission
Source Pollutant Factor Rate Rate
(lb/ton)(ton/yr)(ton/yr)
EF PR ER
PM10 3.30E-03 123,375 0.204
PM2.5 1.65E-03 123,375 0.102
PM10 9.90E-04 81,375 0.040
PM2.5 4.95E-04 81,375 0.020
PM10 2.40E-03 237,563 0.285
PM2.5 1.20E-03 237,563 0.143
PM10 2.63E-02 237,563 3.124
PM2.5 1.32E-02 237,563 1.562
PM10 3.40E-04 32,813 0.006
PM2.5 1.70E-04 32,813 0.003
Emission Factor: AP-42, Fifth Edition, Section 11.12, 6/06 Emission Rate:
Concrete Batching
Table 11.12-2
Production Rate (concrete): Staker Parson Companies
Emission Rate: Calculated
Notes:
The PM2.5 emission factors were estimated to be 50 percent of the PM10 emission factors.
Weigh hopper loading
Mixer loading (truck mix)
Mixer loading (truck mix)
Cement loading to storage silo (pneumatic)
Cement loading to storage silo (pneumatic)
Aggregate transfer to elevated bin
Aggregate transfer to elevated bin
Sand transfer to elevated bin
Sand transfer to elevated bin
Weigh hopper loading
Mixer loading (central mix-controlled)
Mixer loading (central mix-controlled)
Cement loading to storage silo (pneumatic)
Cement loading to storage silo (pneumatic)
Aggregate transfer to elevated bin
Aggregate transfer to elevated bin
Sand transfer to elevated bin
Sand transfer to elevated bin
Weigh hopper loading
Weigh hopper loading
EF lb
ton PR ton
yr
1 ton
2,000 lb
ER ton
yr=
Source:Natural Gas Water Heater
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmcf) (Btu/scf) (mmBtu/yr) (mmBtu/hr) (ton/yr) (lb/yr) (lb/hr) (g/sec)
EF HC FC ER
Natural gas boiler (<100 mmBTU/hr) PM10 5.7 1,050 48,000 10.0 0.1303 2.61E+02 0.05 0.0068
1.9 1,050 48,000 10.0 0.0434 8.69E+01 0.02 0.0023
SOx 0.6 1,050 48,000 10.0 0.0137 2.74E+01 0.01 0.0007
(low NOx burner) NOx 50 1,050 48,000 10.0 1.1429 2.29E+03 0.48 0.0600
CO 84 1,050 48,000 10.0 1.9200 3.84E+03 0.80 0.1008
VOC 5.5 1,050 48,000 10.0 0.1257 2.51E+02 0.05 0.0066
1.2E+05 1,050 48,000 10.0 2,743 5.49E+06 1142.9 144.00
2.3 1,050 48,000 10.0 0.0526 1.05E+02 0.02 0.0028
0.6 1,050 48,000 10.0 0.0146 2.93E+01 0.01 0.0008
2.45E-05 1,050 48,000 10.0 5.6E-07 1.12E-03 2.3E-07 2.9E-08
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.60E-05 1,050 48,000 10.0 3.7E-07 7.31E-04 1.5E-07 1.9E-08
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
2.40E-06 1,050 48,000 10.0 5.5E-08 1.10E-04 2.3E-08 2.9E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
2.10E-03 1,050 48,000 10.0 4.8E-05 9.60E-02 2.0E-05 2.5E-06
1.20E-06 1,050 48,000 10.0 2.7E-08 5.49E-05 1.1E-08 1.4E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.20E-06 1,050 48,000 10.0 2.7E-08 5.49E-05 1.1E-08 1.4E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.20E-06 1,050 48,000 10.0 2.7E-08 5.49E-05 1.1E-08 1.4E-09
1.20E-03 1,050 48,000 10.0 2.7E-05 5.49E-02 1.1E-05 1.4E-06
3.00E-06 1,050 48,000 10.0 6.9E-08 1.37E-04 2.9E-08 3.6E-09
2.80E-06 1,050 48,000 10.0 6.4E-08 1.28E-04 2.7E-08 3.4E-09
7.50E-02 1,050 48,000 10.0 1.7E-03 3.43E+00 7.1E-04 9.0E-05
1.80E+00 1,050 48,000 10.0 4.1E-02 8.23E+01 1.7E-02 2.2E-03
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
6.10E-04 1,050 48,000 10.0 1.4E-05 2.79E-02 5.8E-06 7.3E-07
1.70E-05 1,050 48,000 10.0 3.9E-07 7.77E-04 1.6E-07 2.0E-08
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
5.00E-06 1,050 48,000 10.0 1.1E-07 2.29E-04 4.8E-08 6.0E-09
Source of Data:Equations:
Emission Factor: AP-42, Fifth Edition, Section 1.4, 7/98 Emission Rates:
Natural Gas Combustion
Tables 1.4-1, 1.4-2, 1.4-3, and 3.4-1
Heat Content: AP-42, Fifth Edition, Page A-5
Fuel Consumed: Staker Parson Companies
Emission Rate: Calculated
Notes:
The emissions are assumed to be uncontrolled.
Indeno(1.2.3-cd)pyrene
Naphthalene
Phenanathrene
Pyrene
Toluene
Hexane
Benzene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,1)perylene
Benzo(k)fluoranthene
Chrysene
Dibenzo(a,h)anthracene
6 Dichlorobenzene
Fluoranthene
Fluorene
Formaldehyde
Benz(a)anthracene
PM2.5
GHG CO2
CH4
N2O
HAP's 2-Methylnaphthalene
3-Methylnaphthalene
7,12-Dimethybenz(a)anthracene
Acenaphthene
Acenaphthylene
Anthracene
EF
lb
mmcf
FC
mmBtu
yr
HC
Btu
cf
ER
ton
yr
EF
lb
mmcf
FC
mmBtu
yr
HC
Btu
cf
ER
lb
yr
EF
lb
mmcf
FC
mmBtu
hr
HC
Btu
cf
=
=
1 ton
2,000 lb
1 mmBtu
1,000,000 Btu
1,000,000 cf
1 mmcf
1 mmBtu
1,000,000 Btu
1,000,000 cf
1 mmcf
=
=
1 mmBtu
1,000,000 Btu
1,000,000 cf
1 mmcf
1 hr
3,600 sec
ER
lb
hr
ER
lb
hr
g
lb
ER
g
45359.
sec
Source:Natural Gas Water Heater
Company:Staker Parson Companies
Site:Point of the Mountain
Date:5/20/2016
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmcf)(Btu/scf)(mmBtu/yr)(mmBtu/hr)(ton/yr)(lb/yr)(lb/hr)(g/sec)
EF HC FC ER
Natural gas boiler (<100 mmBTU/hr)PM10 5.7 1,050 48,000 10.0 0.1303 2.61E+02 0.05 0.0068
Point West RMC 1.9 1,050 48,000 10.0 0.0434 8.69E+01 0.02 0.0023
SOx 0.6 1,050 48,000 10.0 0.0137 2.74E+01 0.01 0.0007
(low NOx burner)NOx 50 1,050 48,000 10.0 1.1429 2.29E+03 0.48 0.0600
CO 84 1,050 48,000 10.0 1.9200 3.84E+03 0.80 0.1008
VOC 5.5 1,050 48,000 10.0 0.1257 2.51E+02 0.05 0.0066
1.2E+05 1,050 48,000 10.0 2,743 5.49E+06 1142.9 144.00
2.3 1,050 48,000 10.0 0.0526 1.05E+02 0.02 0.0028
0.6 1,050 48,000 10.0 0.0146 2.93E+01 0.01 0.0008
2.45E-05 1,050 48,000 10.0 5.6E-07 1.12E-03 2.3E-07 2.9E-08
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.60E-05 1,050 48,000 10.0 3.7E-07 7.31E-04 1.5E-07 1.9E-08
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
2.40E-06 1,050 48,000 10.0 5.5E-08 1.10E-04 2.3E-08 2.9E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
2.10E-03 1,050 48,000 10.0 4.8E-05 9.60E-02 2.0E-05 2.5E-06
1.20E-06 1,050 48,000 10.0 2.7E-08 5.49E-05 1.1E-08 1.4E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.20E-06 1,050 48,000 10.0 2.7E-08 5.49E-05 1.1E-08 1.4E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
1.20E-06 1,050 48,000 10.0 2.7E-08 5.49E-05 1.1E-08 1.4E-09
1.20E-03 1,050 48,000 10.0 2.7E-05 5.49E-02 1.1E-05 1.4E-06
3.00E-06 1,050 48,000 10.0 6.9E-08 1.37E-04 2.9E-08 3.6E-09
2.80E-06 1,050 48,000 10.0 6.4E-08 1.28E-04 2.7E-08 3.4E-09
7.50E-02 1,050 48,000 10.0 1.7E-03 3.43E+00 7.1E-04 9.0E-05
1.80E+00 1,050 48,000 10.0 4.1E-02 8.23E+01 1.7E-02 2.2E-03
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
6.10E-04 1,050 48,000 10.0 1.4E-05 2.79E-02 5.8E-06 7.3E-07
1.70E-05 1,050 48,000 10.0 3.9E-07 7.77E-04 1.6E-07 2.0E-08
1.80E-06 1,050 48,000 10.0 4.1E-08 8.23E-05 1.7E-08 2.2E-09
5.00E-06 1,050 48,000 10.0 1.1E-07 2.29E-04 4.8E-08 6.0E-09
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmcf)(Btu/scf)(mmBtu/yr)(mmBtu/hr)(ton/yr)(lb/yr)(lb/hr)(g/sec)
EF HC FC ER
Natural gas boiler (<100 mmBTU/hr)PM10 5.7 1,050 54,000 10.0 0.1466 2.93E+02 0.05 0.0068
Point South RMC 1.9 1,050 54,000 10.0 0.0489 9.77E+01 0.02 0.0023
SOx 0.6 1,050 54,000 10.0 0.0154 3.09E+01 0.01 0.0007
(low NOx burner)NOx 50 1,050 54,000 10.0 1.2857 2.57E+03 0.48 0.0600
CO 84 1,050 54,000 10.0 2.1600 4.32E+03 0.80 0.1008
VOC 5.5 1,050 54,000 10.0 0.1414 2.83E+02 0.05 0.0066
1.2E+05 1,050 54,000 10.0 3,086 6.17E+06 1142.9 144.00
2.3 1,050 54,000 10.0 0.0591 1.18E+02 0.02 0.0028
0.6 1,050 54,000 10.0 0.0165 3.29E+01 0.01 0.0008
2.45E-05 1,050 54,000 10.0 6.3E-07 1.26E-03 2.3E-07 2.9E-08
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
1.60E-05 1,050 54,000 10.0 4.1E-07 8.23E-04 1.5E-07 1.9E-08
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
2.40E-06 1,050 54,000 10.0 6.2E-08 1.23E-04 2.3E-08 2.9E-09
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
2.10E-03 1,050 54,000 10.0 5.4E-05 1.08E-01 2.0E-05 2.5E-06
1.20E-06 1,050 54,000 10.0 3.1E-08 6.17E-05 1.1E-08 1.4E-09
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
1.20E-06 1,050 54,000 10.0 3.1E-08 6.17E-05 1.1E-08 1.4E-09
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
1.20E-06 1,050 54,000 10.0 3.1E-08 6.17E-05 1.1E-08 1.4E-09
1.20E-03 1,050 54,000 10.0 3.1E-05 6.17E-02 1.1E-05 1.4E-06
3.00E-06 1,050 54,000 10.0 7.7E-08 1.54E-04 2.9E-08 3.6E-09
2.80E-06 1,050 54,000 10.0 7.2E-08 1.44E-04 2.7E-08 3.4E-09
7.50E-02 1,050 54,000 10.0 1.9E-03 3.86E+00 7.1E-04 9.0E-05
1.80E+00 1,050 54,000 10.0 4.6E-02 9.26E+01 1.7E-02 2.2E-03
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
6.10E-04 1,050 54,000 10.0 1.6E-05 3.14E-02 5.8E-06 7.3E-07
1.70E-05 1,050 54,000 10.0 4.4E-07 8.74E-04 1.6E-07 2.0E-08
1.80E-06 1,050 54,000 10.0 4.6E-08 9.26E-05 1.7E-08 2.2E-09
5.00E-06 1,050 54,000 10.0 1.3E-07 2.57E-04 4.8E-08 6.0E-09
Benz(a)anthracene
PM2.5
GHG CO2
CH4
N2O
HAP's 2-Methylnaphthalene
3-Methylnaphthalene
7,12-Dimethybenz(a)anthracene
Acenaphthene
Acenaphthylene
Anthracene
Hexane
Benzene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,1)perylene
Benzo(k)fluoranthene
Chrysene
Dibenzo(a,h)anthracene
6 Dichlorobenzene
Fluoranthene
Fluorene
Formaldehyde
HAP's 2-Methylnaphthalene
3-Methylnaphthalene
Indeno(1.2.3-cd)pyrene
Naphthalene
Phenanathrene
Pyrene
Toluene
PM2.5
GHG CO2
CH4
N2O
Dibenzo(a,h)anthracene
7,12-Dimethybenz(a)anthracene
Acenaphthene
Acenaphthylene
Anthracene
Benz(a)anthracene
Benzene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,1)perylene
Benzo(k)fluoranthene
Chrysene
Naphthalene
Phenanathrene
Pyrene
Toluene
6 Dichlorobenzene
Fluoranthene
Fluorene
Formaldehyde
Hexane
Indeno(1.2.3-cd)pyrene
Source of Data:Equations:
Emission Factor: AP-42, Fifth Edition, Section 1.4, 7/98 Emission Rates:
Natural Gas Combustion
Tables 1.4-1, 1.4-2, 1.4-3, and 3.4-1
Heat Content: AP-42, Fifth Edition, Page A-5
Fuel Consumed: Staker Parson Companies
Emission Rate: Calculated
Notes:
The emissions are assumed to be uncontrolled.
EF
lb
mmcf
FC
mmBtu
yr
HC
Btu
cf
ER
ton
yr
EF
lb
mmcf
FC
mmBtu
yr
HC
Btu
cf
ER
lb
yr
EF
lb
mmcf
FC
mmBtu
hr
HC
Btu
cf
=
=
1 ton
2,000 lb
1 mmBtu
1,000,000 Btu
1,000,000 cf
1 mmcf
1 mmBtu
1,000,000 Btu
1,000,000 cf
1 mmcf
=
=
1 mmBtu
1,000,000 Btu
1,000,000 cf
1 mmcf
1 hr
3,600 sec
ER
lb
hr
ER
lb
hr
g
lb
ER
g
45359.
sec
Source:Diesel Boilers
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Fuel Emission
Source Pollutant Factor Consumed Rate
(lb/kgal) (gal/yr) (gal/hr) (ton/yr) (lb/yr) (lb/hr) (g/sec)
EF FC ER
Diesel Water Heater PM10 1.08 45,000 5 0.02 4.86E+01 0.01 0.0007
0.25 45,000 5 0.01 1.13E+01 0.00 0.0002
SOx 71 45,000 5 1.60 3.20E+03 0.36 0.0447
NOx 20 45,000 5 0.45 9.00E+02 0.10 0.0126
CO 5 45,000 5 0.11 2.25E+02 0.03 0.0031
VOC 0.34 45,000 5 0.01 1.53E+01 0.00 0.0002
22,300.00 45,000 5 501.75 1.00E+06 111.50 14.0487
0.22 45,000 5 0.005 9.72E+00 0.001 0.0001
0.26 45,000 5 0.01 1.17E+01 0.001 0.0002
Benzene 2.14E-04 45,000 5 4.82E-06 9.63E-03 1.070E-06 1.3482E-07
Ethylbenzene 6.36E-05 45,000 5 1.43E-06 2.86E-03 3.180E-07 4.0067E-08
Formaldehyde 3.30E-03 45,000 5 7.43E-05 1.49E-01 1.650E-05 2.0790E-06
Naphthalene 1.13E-03 45,000 5 2.54E-05 5.09E-02 5.650E-06 7.1188E-07
2.36E-04 45,000 5 5.31E-06 1.06E-02 1.180E-06 1.4868E-07
Toluene 6.20E-03 45,000 5 1.40E-04 2.79E-01 3.100E-05 3.9059E-06
Xylene 1.09E-04 45,000 5 2.45E-06 4.91E-03 5.450E-07 6.8668E-08
2.11E-05 45,000 5 4.75E-07 9.50E-04 1.055E-07 1.3293E-08
2.53E-07 45,000 5 5.69E-09 1.14E-05 1.265E-09 1.5939E-10
1.22E-06 45,000 5 2.75E-08 5.49E-05 6.100E-09 7.6858E-10
4.01E-06 45,000 5 9.02E-08 1.80E-04 2.005E-08 2.5262E-09
1.48E-06 45,000 5 3.33E-08 6.66E-05 7.400E-09 9.3238E-10
2.26E-06 45,000 5 5.09E-08 1.02E-04 1.130E-08 1.4238E-09
2.38E-06 45,000 5 5.36E-08 1.07E-04 1.190E-08 1.4994E-09
1.67E-06 45,000 5 3.76E-08 7.52E-05 8.350E-09 1.0521E-09
4.84E-06 45,000 5 1.09E-07 2.18E-04 2.420E-08 3.0491E-09
4.47E-06 45,000 5 1.01E-07 2.01E-04 2.235E-08 2.8160E-09
2.14E-06 45,000 5 4.82E-08 9.63E-05 1.070E-08 1.3482E-09
1.05E-05 45,000 5 2.36E-07 4.73E-04 5.250E-08 6.6149E-09
4.25E-06 45,000 5 9.56E-08 1.91E-04 2.125E-08 2.6774E-09
3.10E-09 45,000 5 6.98E-11 1.40E-07 1.550E-11 1.9530E-12
Source of Data:Equations:
Emission Factor: AP-42, Fifth Edition, Section 1.3, 9/98 Emission Rates:
Fuel Oil Combustion
Tables 1.3-1, 1.3-2, 1.3-6, 1.3-7 and 1.3-8
Sulfur Content: Estimated at 0.5 weight percent
Fuel Consumed: Construction Company
Emission Rate: Calculated
Notes:
The emission factors are for distillate fuel in commercial combustors.
The emissions are assumed to be uncontrolled.
GHG CO2
CH4
N2O
HAP's
OCDD
Florene
Indo(1,2,3-cd)pyrene
Phenanthrene
Pyrene
PM2.5
Benzo(g,h,i)perylene
Chrysene
Dibenzo(a,h)anthracene
Fluoranthene
1,1,1-Trichloroethane
Acenaphthene
Acenaphthylene
Anthracene
Benz(a)anthracene
Benzo(b,k)fluoranthene
EF lb
kgal FC gal
yr ER ton
yr
EF lb
kgal FC gal
yr ER lb
yr
EF lb
kgal FC gal
hr ER lb
hr
ER lb
hr
g
lb
=
=
=
=
1 kgal
1,000 gal
1 ton
2,000 lb
1 kgal
1,000 gal
1 kgal
1,000 gal
1 hr
3,600 sec45359.ER g
sec
Source:Diesel Generator Exhaust
Company: Staker Parson Companies
Site: Point of the Mountain
Date: 5/20/2016
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmBtu) (mmBtu/gal)(gal/yr)(gal/hr) (ton/yr) (lb/yr) (lb/hr) (g/sec)
EF HC FC ER
Diesel generator PM10 0.08 0.137 63,000 32 0.35 7.09E+02 0.35 0.0447
Port.-Recycle PM2.5 0.05 0.137 63,000 32 0.21 4.13E+02 0.21 0.0260
(>600 hp, >447 kW) SOx 0.51 0.137 63,000 32 2.18 4.36E+03 2.18 0.2746
uncontrolled NOx 3.20 0.137 63,000 32 13.81 2.76E+04 13.81 1.7400
controlled NOx 1.90 0.137 63,000 32 8.20 1.64E+04 8.20 1.0331
CO 0.85 0.137 63,000 32 3.67 7.34E+03 3.67 0.4622
VOC 0.08 0.137 63,000 32 0.35 7.07E+02 0.35 0.0445
CO2 165.00 0.137 63,000 32 712.06 1.42E+06 712.06 89.7173
CH4 0.09 0.137 63,000 32 0.39 7.77E+02 0.39 0.0489
N2O -- 0.137 63,000 32 0.00 0.00E+00 0.00 0.0000
Naphthalene 1.30E-04 0.137 63,000 32 5.61E-04 1.12E+00 5.61E-04 7.07E-05
Acenaphthylene 9.23E-06 0.137 63,000 32 3.98E-05 7.97E-02 3.98E-05 5.02E-06
Acenaphthene 4.68E-06 0.137 63,000 32 2.02E-05 4.04E-02 2.02E-05 2.54E-06
Fluorene 1.28E-05 0.137 63,000 32 5.52E-05 1.10E-01 5.52E-05 6.96E-06
Benzene 7.76E-04 0.137 63,000 32 3.35E-03 6.70E+00 3.35E-03 4.22E-04
Toluene 2.81E-04 0.137 63,000 32 1.21E-03 2.43E+00 1.21E-03 1.53E-04
Xylenes 1.93E-04 0.137 63,000 32 8.33E-04 1.67E+00 8.33E-04 1.05E-04
Propylene 2.79E-03 0.137 63,000 32 1.20E-02 2.41E+01 1.20E-02 1.52E-03
Formaldehyde 7.89E-05 0.137 63,000 32 3.40E-04 6.81E-01 3.40E-04 4.29E-05
Acetaldehyde 2.52E-04 0.137 63,000 32 1.09E-03 2.18E+00 1.09E-03 1.37E-04
Acrolein 7.88E-06 0.137 63,000 32 3.40E-05 6.80E-02 3.40E-05 4.28E-06
Phenanthrene 4.08E-05 1.137 63,000 32 1.46E-03 2.92E+00 1.46E-03 1.84E-04
Anthracene 1.23E-06 0.137 63,000 32 5.31E-06 1.06E-02 5.31E-06 6.69E-07
Fluoranthene 4.03E-06 0.137 63,000 32 1.74E-05 3.48E-02 1.74E-05 2.19E-06
Pyrene 3.71E-06 0.137 63,000 32 1.60E-05 3.20E-02 1.60E-05 2.02E-06
Benz(a)anthracene 6.22E-07 0.137 63,000 32 2.68E-06 5.37E-03 2.68E-06 3.38E-07
Chrysene 1.53E-06 0.137 63,000 32 6.60E-06 1.32E-02 6.60E-06 8.32E-07
Benzo(b)fluoranthene 1.11E-06 0.137 63,000 32 4.79E-06 9.58E-03 4.79E-06 6.04E-07
Benzo(k)fluoranthene 2.18E-07 0.137 63,000 32 9.41E-07 1.88E-03 9.41E-07 1.19E-07
Benzo(a)pyrene 2.57E-07 0.137 63,000 32 1.11E-06 2.22E-03 1.11E-06 1.40E-07
Indeno(1,2,3-cd)pyrene 4.14E-07 0.137 63,000 32 1.79E-06 3.57E-03 1.79E-06 2.25E-07
Dibenz(a,h)anthracene 3.46E-07 0.137 63,000 32 1.49E-06 2.99E-03 1.49E-06 1.88E-07
Benzo(g,h,l)perylene 5.56E-07 0.137 63,000 32 2.40E-06 4.80E-03 2.40E-06 3.02E-07
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmBtu) (mmBtu/gal)(gal/yr)(gal/hr) (ton/yr) (lb/yr) (lb/hr) (g/sec)
EF HC FC ER
Diesel generator PM10 0.08 0.137 77,465 31 0.44 8.72E+02 0.35 0.0436
Port.-Big Mac (1) PM2.5 0.05 0.137 77,465 31 0.25 5.08E+02 0.20 0.0254
(>600 hp, >447 kW) SOx 0.51 0.137 77,465 31 2.68 5.36E+03 2.13 0.2680
uncontrolled NOx 3.20 0.137 77,465 31 16.98 3.40E+04 13.48 1.6980
controlled NOx 1.90 0.137 77,465 31 10.08 2.02E+04 8.00 1.0082
CO 0.85 0.137 77,465 31 4.51 9.02E+03 3.58 0.4510
VOC 0.08 0.137 77,465 31 0.43 8.69E+02 0.34 0.0435
CO2 165.00 0.137 77,465 31 875.55 1.75E+06 694.88 87.5527
CH4 0.09 0.137 77,465 31 0.48 9.55E+02 0.38 0.0478
N2O -- 0.137 77,465 31 0.00 0.00E+00 0.00 0.0000
Naphthalene 1.30E-04 0.137 77,465 31 6.90E-04 1.38E+00 5.47E-04 6.90E-05
Acenaphthylene 9.23E-06 0.137 77,465 31 4.90E-05 9.80E-02 3.89E-05 4.90E-06
Acenaphthene 4.68E-06 0.137 77,465 31 2.48E-05 4.97E-02 1.97E-05 2.48E-06
Fluorene 1.28E-05 0.137 77,465 31 6.79E-05 1.36E-01 5.39E-05 6.79E-06
Benzene 7.76E-04 0.137 77,465 31 4.12E-03 8.24E+00 3.27E-03 4.12E-04
Toluene 2.81E-04 0.137 77,465 31 1.49E-03 2.98E+00 1.18E-03 1.49E-04
Xylenes 1.93E-04 0.137 77,465 31 1.02E-03 2.05E+00 8.13E-04 1.02E-04
Propylene 2.79E-03 0.137 77,465 31 1.48E-02 2.96E+01 1.17E-02 1.48E-03
Formaldehyde 7.89E-05 0.137 77,465 31 4.19E-04 8.37E-01 3.32E-04 4.19E-05
Acetaldehyde 2.52E-04 0.137 77,465 31 1.34E-03 2.67E+00 1.06E-03 1.34E-04
Acrolein 7.88E-06 0.137 77,465 31 4.18E-05 8.36E-02 3.32E-05 4.18E-06
Phenanthrene 4.08E-05 1.137 77,465 31 1.80E-03 3.59E+00 1.43E-03 1.80E-04
Anthracene 1.23E-06 0.137 77,465 31 6.53E-06 1.31E-02 5.18E-06 6.53E-07
Fluoranthene 4.03E-06 0.137 77,465 31 2.14E-05 4.28E-02 1.70E-05 2.14E-06
Pyrene 3.71E-06 0.137 77,465 31 1.97E-05 3.94E-02 1.56E-05 1.97E-06
Benz(a)anthracene 6.22E-07 0.137 77,465 31 3.30E-06 6.60E-03 2.62E-06 3.30E-07
Chrysene 1.53E-06 0.137 77,465 31 8.12E-06 1.62E-02 6.44E-06 8.12E-07
Benzo(b)fluoranthene 1.11E-06 0.137 77,465 31 5.89E-06 1.18E-02 4.67E-06 5.89E-07
Benzo(k)fluoranthene 2.18E-07 0.137 77,465 31 1.16E-06 2.31E-03 9.18E-07 1.16E-07
Benzo(a)pyrene 2.57E-07 0.137 77,465 31 1.36E-06 2.73E-03 1.08E-06 1.36E-07
Indeno(1,2,3-cd)pyrene 4.14E-07 0.137 77,465 31 2.20E-06 4.39E-03 1.74E-06 2.20E-07
Dibenz(a,h)anthracene 3.46E-07 0.137 77,465 31 1.84E-06 3.67E-03 1.46E-06 1.84E-07
Benzo(g,h,l)perylene 5.56E-07 0.137 77,465 31 2.95E-06 5.90E-03 2.34E-06 2.95E-07
GHG
HAP's
GHG
HAP's
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmBtu) (mmBtu/gal)(gal/yr)(gal/hr) (ton/yr) (lb/yr) (lb/hr) (g/sec)
EF HC FC ER
Diesel generator PM10 0.08 0.137 90,670 36 0.51 1.02E+03 0.41 0.0511
Port.-Big Mac (2) PM2.5 0.05 0.137 90,670 36 0.30 5.95E+02 0.24 0.0297
(>600 hp, >447 kW) SOx 0.51 0.137 90,670 36 3.14 6.27E+03 2.49 0.3136
uncontrolled NOx 3.20 0.137 90,670 36 19.87 3.97E+04 15.77 1.9874
controlled NOx 1.90 0.137 90,670 36 11.80 2.36E+04 9.37 1.1800
CO 0.85 0.137 90,670 36 5.28 1.06E+04 4.19 0.5279
VOC 0.08 0.137 90,670 36 0.51 1.02E+03 0.40 0.0509
CO2 165.00 0.137 90,670 36 1024.79 2.05E+06 813.33 102.4771
CH4 0.09 0.137 90,670 36 0.56 1.12E+03 0.44 0.0559
N2O -- 0.137 90,670 36 0.00 0.00E+00 0.00 0.0000
Naphthalene 1.30E-04 0.137 90,670 36 8.07E-04 1.61E+00 6.41E-04 8.07E-05
Acenaphthylene 9.23E-06 0.137 90,670 36 5.73E-05 1.15E-01 4.55E-05 5.73E-06
Acenaphthene 4.68E-06 0.137 90,670 36 2.91E-05 5.81E-02 2.31E-05 2.91E-06
Fluorene 1.28E-05 0.137 90,670 36 7.95E-05 1.59E-01 6.31E-05 7.95E-06
Benzene 7.76E-04 0.137 90,670 36 4.82E-03 9.64E+00 3.83E-03 4.82E-04
Toluene 2.81E-04 0.137 90,670 36 1.75E-03 3.49E+00 1.39E-03 1.75E-04
Xylenes 1.93E-04 0.137 90,670 36 1.20E-03 2.40E+00 9.51E-04 1.20E-04
Propylene 2.79E-03 0.137 90,670 36 1.73E-02 3.47E+01 1.38E-02 1.73E-03
Formaldehyde 7.89E-05 0.137 90,670 36 4.90E-04 9.80E-01 3.89E-04 4.90E-05
Acetaldehyde 2.52E-04 0.137 90,670 36 1.57E-03 3.13E+00 1.24E-03 1.57E-04
Acrolein 7.88E-06 0.137 90,670 36 4.89E-05 9.79E-02 3.88E-05 4.89E-06
Phenanthrene 4.08E-05 1.137 90,670 36 2.10E-03 4.21E+00 1.67E-03 2.10E-04
Anthracene 1.23E-06 0.137 90,670 36 7.64E-06 1.53E-02 6.06E-06 7.64E-07
Fluoranthene 4.03E-06 0.137 90,670 36 2.50E-05 5.01E-02 1.99E-05 2.50E-06
Pyrene 3.71E-06 0.137 90,670 36 2.30E-05 4.61E-02 1.83E-05 2.30E-06
Benz(a)anthracene 6.22E-07 0.137 90,670 36 3.86E-06 7.73E-03 3.07E-06 3.86E-07
Chrysene 1.53E-06 0.137 90,670 36 9.50E-06 1.90E-02 7.54E-06 9.50E-07
Benzo(b)fluoranthene 1.11E-06 0.137 90,670 36 6.89E-06 1.38E-02 5.47E-06 6.89E-07
Benzo(k)fluoranthene 2.18E-07 0.137 90,670 36 1.35E-06 2.71E-03 1.07E-06 1.35E-07
Benzo(a)pyrene 2.57E-07 0.137 90,670 36 1.60E-06 3.19E-03 1.27E-06 1.60E-07
Indeno(1,2,3-cd)pyrene 4.14E-07 0.137 90,670 36 2.57E-06 5.14E-03 2.04E-06 2.57E-07
Dibenz(a,h)anthracene 3.46E-07 0.137 90,670 36 2.15E-06 4.30E-03 1.71E-06 2.15E-07
Benzo(g,h,l)perylene 5.56E-07 0.137 90,670 36 3.45E-06 6.91E-03 2.74E-06 3.45E-07
Emission Heat Fuel Emission
Source Pollutant Factor Content Consumed Rate
(lb/mmBtu) (mmBtu/gal)(gal/yr)(gal/hr) (ton/yr) (lb/yr) (lb/hr) (g/sec)
EF HC FC ER
Diesel generator PM10 0.08 0.137 156,300 52 0.88 1.76E+03 0.59 0.0739
Impactor PM2.5 0.05 0.137 156,300 52 0.51 1.03E+03 0.34 0.0431
(>600 hp, >447 kW) SOx 0.51 0.137 156,300 52 5.41 1.08E+04 3.60 0.4542
uncontrolled NOx 3.20 0.137 156,300 52 34.26 6.85E+04 22.84 2.8779
controlled NOx 1.90 0.137 156,300 52 20.34 4.07E+04 13.56 1.7087
CO 0.85 0.137 156,300 52 9.10 1.82E+04 6.07 0.7644
VOC 0.08 0.137 156,300 52 0.88 1.75E+03 0.58 0.0737
CO2 165.00 0.137 156,300 52 1766.58 3.53E+06 1,177.72 148.3895
CH4 0.09 0.137 156,300 52 0.96 1.93E+03 0.64 0.0809
N2O -- 0.137 156,300 52 0.00 0.00E+00 0.00 0.0000
Naphthalene 1.30E-04 0.137 156,300 52 1.39E-03 2.78E+00 9.28E-04 1.17E-04
Acenaphthylene 9.23E-06 0.137 156,300 52 9.88E-05 1.98E-01 6.59E-05 8.30E-06
Acenaphthene 4.68E-06 0.137 156,300 52 5.01E-05 1.00E-01 3.34E-05 4.21E-06
Fluorene 1.28E-05 0.137 156,300 52 1.37E-04 2.74E-01 9.14E-05 1.15E-05
Benzene 7.76E-04 0.137 156,300 52 8.31E-03 1.66E+01 5.54E-03 6.98E-04
Toluene 2.81E-04 0.137 156,300 52 3.01E-03 6.02E+00 2.01E-03 2.53E-04
Xylenes 1.93E-04 0.137 156,300 52 2.07E-03 4.13E+00 1.38E-03 1.74E-04
Propylene 2.79E-03 0.137 156,300 52 2.99E-02 5.97E+01 1.99E-02 2.51E-03
Formaldehyde 7.89E-05 0.137 156,300 52 8.45E-04 1.69E+00 5.63E-04 7.10E-05
Acetaldehyde 2.52E-04 0.137 156,300 52 2.70E-03 5.40E+00 1.80E-03 2.27E-04
Acrolein 7.88E-06 1.137 156,300 52 7.00E-04 1.40E+00 4.67E-04 5.88E-05
Phenanthrene 4.08E-05 1.137 156,300 52 3.63E-03 7.25E+00 2.42E-03 3.05E-04
Anthracene 1.23E-06 0.137 156,300 52 1.32E-05 2.63E-02 8.78E-06 1.11E-06
Fluoranthene 4.03E-06 0.137 156,300 52 4.31E-05 8.63E-02 2.88E-05 3.62E-06
Pyrene 3.71E-06 0.137 156,300 52 3.97E-05 7.94E-02 2.65E-05 3.34E-06
Benz(a)anthracene 6.22E-07 0.137 156,300 52 6.66E-06 1.33E-02 4.44E-06 5.59E-07
Chrysene 1.53E-06 0.137 156,300 52 1.64E-05 3.28E-02 1.09E-05 1.38E-06
Benzo(b)fluoranthene 1.11E-06 0.137 156,300 52 1.19E-05 2.38E-02 7.92E-06 9.98E-07
Benzo(k)fluoranthene 2.18E-07 0.137 156,300 52 2.33E-06 4.67E-03 1.56E-06 1.96E-07
Benzo(a)pyrene 2.57E-07 0.137 156,300 52 2.75E-06 5.50E-03 1.83E-06 2.31E-07
Indeno(1,2,3-cd)pyrene 4.14E-07 0.137 156,300 52 4.43E-06 8.87E-03 2.96E-06 3.72E-07
Dibenz(a,h)anthracene 3.46E-07 0.137 156,300 52 3.70E-06 7.41E-03 2.47E-06 3.11E-07
Benzo(g,h,l)perylene 5.56E-07 0.137 156,300 52 5.95E-06 1.19E-02 3.97E-06 5.00E-07
HAP's
GHG
HAP's
GHG
EF lb
mmBtu HC mmBtu
gal FC gal
yr ER ton
yr
EF lb
mmBtu HC mmBtu
gal FC gal
yr ER lb
yr
EF lb
mmBtu HC mmBtu
gal FC gal
hr ER lb
hr
ER lb
hr
g
lb
=
=
=
1
45359
ton
2,000 lb
1 hr
3,600 sec.=ER g
sec
Emission Factor: AP-42, Fifth Edition, Section 3,4 Emission Rates:
Large Stationary Diesel and All Stationary
Dual-Fuel Engines
Tables 3.4-1, 3.4-2, 3.4-3, and 3.4-4
Sulfur Content: Estimated at 0.5 weight percent
Heat Content: AP-42, Page A-5
Fuel Consumed: Construction Company
Emission Rate: Calculated
Notes:
The PM10 emission factor was estimated to be 82.2% of the TSP emission factor.
The VOC emissions are assumed to be 91% non methane.
The emissions are assumed to be uncontrolled.
You don't often get email from [e-mail]. Learn why this is important
Christine Bodell <[e-mail]>
RE: POTM Emission Calculation Updates
Johnson, Elliott (Staker & Parson Companies) <[e-mail]>Thu, May 30, 2024 at 1:26 PM
To: Christine Bodell <[e-mail]>, "Jeffry D. Bennett" <[e-mail]>
Cc: "Amar R. Patel" <[e-mail]>, "Ylincheta, Chris (Reynolds)" <[e-mail]>, "Rose, Chris (Staker &
Parson Companies)" <[e-mail]>
The primary contact would be Chris Rose. His number is 385-400-2119 and he is cc’d on this email. I would be your
secondary contact as my responsibilities are for the entire region and not that site specifically. Have a great day!

Elliott Johnson
Region Environmental Manager
Mountain West Region

CRH Americas Materials, Inc.
89 W 13490 S
Draper, UT 84020

C [phone]
E [e-mail]

www.crhamericasmaterials.com

From: Chrisne Bodell <[e-mail]>
Sent: Thursday, May 30, 2024 1:21 PM
To: Jeffry D. Benne <[e-mail]>
Cc: Amar R. Patel <[e-mail]>; Ylincheta, Chris (Reynolds) <[e-mail]>; Johnson, Ellio
(Staker & Parson Companies) <[e-mail]>; Rose, Chris (Staker & Parson Companies)
<[e-mail]>
Subject: [EXT] Re: POTM Emission Calculaon Updates

CAUTION: This email originated from outside of the organizaon. Do not click links or open aachments unless you are expecng this email and
know the contents are safe. If you believe this email may be phishing or malicious, please use the Report Phish buon.
Good Afternoon,

Is the correct AO contact now Elliot Johnson?

Barr Engineering Co. 170 South Main Street, Suite 500, Salt Lake City, UT 84101 801.333.8400 www.barr.com

Notice of Intent (NOI) Application

Staker & Parson
Point of the Mountain Facility
Draper, Utah
Prepared by
Barr Engineering Co.
May 2023

ii
Notice of Intent to Construct
Staker & Parson
Point of the Mountain Facility
May 2023 Contents
1 Facility Overview .......................................................................................................................................................................... 1
1.1 Breakdown of Operations ............................................................................................................................................. 1
2 Source Description ..................................................................................................................................................................... 2
2.1 Project description ........................................................................................................................................................... 2
2.2 Emission inventory calculation updates .................................................................................................................. 3
3 BACT Analysis ............................................................................................................................................................................... 4
3.1 Summary of Current BACT for Existing Sources .................................................................................................. 4
3.2 BACT for New Hot Mix Asphalt Plant ....................................................................................................................... 5
3.2.1 Bins, aggregate storage, conveyors, screens, and material handling (PM10/PM2.5) .......................... 5
3.2.2 Lime Silo (PM10/PM2.5) ............................................................................................................................................... 6
3.2.3 Asphalt Storage Silos (PM10/PM2.5/CO/VOC) ................................................................................................... 7
3.2.4 Drum Mix (PM10/PM2.5/CO/NOX/SOX/VOC) ...................................................................................................... 8
3.2.5 Hot Oil System (CO/VOC) ........................................................................................................................................ 9
3.2.6 Asphalt Cement Tanks (VOC) .............................................................................................................................. 10
3.2.7 Product Loadout (VOC/CO/PM10/PM2.5) ......................................................................................................... 10
3.3 Proposed BACT for Above-Ground Fuel Storage Tanks (VOC/HAPS) ..................................................... 11
3.4 BACT for Haulage (PM10, PM2.5) ............................................................................................................................... 12
3.5 BACT for Storage Piles (PM10, PM2.5) ...................................................................................................................... 13
3.6 BACT Summary .............................................................................................................................................................. 14
4 State Regulatory Applicability Review ............................................................................................................................. 15
4.1 R307-101 - General Requirements ......................................................................................................................... 15

iii
4.2 R307-165 - Emission Testing .................................................................................................................................... 15
4.3 R307-203 - Emission Standards: Sulfur Content of Fuels ............................................................................. 15
4.4 R307-205 - Emission Standards: Fugitive Emissions and Fugitive Dust (§§ 307-205-1 through
307-205-8) ....................................................................................................................................................................................... 15
4.5 R307-230 - NOx Emission Limits for Natural Gas-Fired Water Heaters .................................................. 15
4.6 R307-305 - Nonattainment and Maintenance Areas for PM10: Emission Standards.......................... 15
4.7 R307-309 - Nonattainment and Maintenance Areas for PM10 and PM2.5 Fugitive Emissions ........ 16
4.8 R307-312 - Aggregate Processing Operations for PM2.5 Nonattainment Areas.................................. 16
4.9 R307-313 - VOC and Blue Smoke Controls for Hot Mix Asphalt Plants ................................................. 16
4.10 R307-401 - Permit: New and Modified Sources ............................................................................................... 17
4.11 R307-403 - Permits: New and Modified Sources in Nonattainment Areas and Maintenance Areas
17
4.12 R307-405, R307-406 .................................................................................................................................................... 17
4.13 R307-410 - Permits: Emissions Impact Analysis ................................................................................................ 17
4.14 Rule R307-420 - Permits: Ozone Offset Requirements in Davis and Salt Lake Counties (§§ 307-
420-1 through 307-420-5) ......................................................................................................................................................... 18
4.15 Rule R307-421 - Permits: PM10 Offset Requirements in Salt Lake County and Utah County (§§
307-421-1 through 307-421-5) ............................................................................................................................................... 18
5 Federal Rule Applicability Review ...................................................................................................................................... 19
5.1 New Source Performance Standards (NSPS) ..................................................................................................... 19
5.2 National Emission Standards for Hazardous Air Pollutants (NESHAP) .................................................... 19
5.3 Prevention of Significant Deterioration (PSD) ................................................................................................... 19

iv
List of Tables
Table 2-1 Staker & Parson Air Emission Sources ........................................................................................................ 2
Table 2-2 Site Wide Requirements ................................................................................................................................... 2
Table 2-4 – Updated POTM Potential Emission Calculations (tons/year) ...................................................................... 3
Table 3-1 Existing Source BACT Summary ................................................................................................................................. 4
Table 3-2 Drum Mix Emission Factor Comparison.................................................................................................... 9
Table 3-3 Source Specific and Pollutant Control Technology Summary ..................................................... 14
Table 4-1 Emission Thresholds (tons/year) for Modeling -R307-410-4 ........................................................ 17

List of Appendices
Appendix A Facility Figures and Process Flow Diagrams
Appendix B Potential to Emit Calculations
Appendix C Utah Division of Air Quality Forms

1

1 Facility Overview
1.1 Breakdown of Operations
The Point of the Mountain (POTM) Facilities consists of 3 operations.
(1) The Point East operation is located in Salt Lake County, east of I-15 in Draper. The Universal
Transverse Mercator (UTM) for the Point East site is 432,020 m east, 4,479,200 m north. This
facility produces crushed aggregates, asphalt, and concrete.
(2) The Point South operation is located in Utah County, east of I-15 in unincorporated Utah County.
UTM for the plant is 422,740 m east, 4,478,280 m north. This facility produces concrete.
(3) The Point West operation is located in Salt Lake and Utah County, west of I-15 in Lehi. UTM for
the plant is 422,500 m east, 4,477,370 m north. This facility produces crushed aggregates and
concrete.
Salt Lake and Utah Counties are a non-attainment area for the National Ambient Air Quality Standards
(NAAQS) for PM10 and PM2.5. Maps of the Staker & Parson - Point of the Mountain Facilities are presented
in Figures 1.1 and 1.2. The Point of the Mountain Process Flow Diagrams are in Appendix A.

2
2 Source Description
Table 2-1 summarizes the different type of air emission source equipment at the Point of the Mountain
operations.
Table 2-1 Staker & Parson Air Emission Sources
Equipment Types
Screens Pugmill
VSI Crushers Asphalt Cement Tanks
Cone Crushers Asphalt Storage Silos
Jaw Crushers Cold Feed Bins
Material Washing Screws RAP Feed Bins
Diesel Generators Diesel Fuel Tanks
Central Mix Plants Unleaded Gasoline Tank
Truck Mix Plant Boiler
Cement/Flyash Silos Front-end Loaders
Water Heaters Bulldozers
Drum Mix Asphalt Plant Conveyors
Lime Silo Feeders

In addition, the following operating limits from the current Approval Order (DAQE-AN112340013-17,
issued January 18, 2017) Site Wide Requirements (II.B.1.a) are proposed to continue as part of the revised
Approval Order (AO).
Table 2-2 Site Wide Requirements
Source Operating Limit
Process Aggregate Material 7,800,000 tons per rolling 12-month period
Asphalt Production 800,000 tons per rolling 12-month period
Concrete Production 1,075,000 cubic yards per rolling 12-month period
Bull-dozer Operation 4,500 hours per rolling 12-month period

2.1 Project description
Staker & Parson is proposing to amend the Point of the Mountain Facility Approval Order DAQE-
AN112340013-17 to allow the construction of a new hot mix asphalt (HMA) plant to replace existing,
permitted sources. The project also includes refinements to other existing, permitted source emission
calculations consistent with accepted air quality emission calculation methodology. In addition to the site
wide requirements in Table 2-2, the opacity limits under Site Wide Requirements II.B.1.b are left
unchanged. Overall, the facility will remain minor under New Source Review after the project. The
proposed equipment is described in Form 4 (Appendix C), which includes a red-line strikeout of the AO
highlighting existing, modified, and new equipment as result of the project.

3

2.2 Emission inventory calculation updates
As part of this project, the facility wide potential air emission calculations were refined and updated. The
updated calculations are provided in Attachment B and are summarized in Table 2-4.
Table 2-3 – Updated POTM Potential Emission Calculations (tons/year)

CO GHG HAP Lead NOx PM10 PM2.5 SO2 VOC
POTM Fugitive Total 0.54 0.11 0.04 0.00 0.00 82.22 18.53 0.00 1.56
POTM Point Total 35.87 23,991 2.56 4.3E-05 13.51 29.66 8.09 1.41 17.81
POTM Facility Total 36.41 23,991 2.59 4.3E-05 13.51 111.88 26.62 1.41 19.38
Approval Order DAQE-
AN112340013-17 71.24 21,972 3.23 0.00 69.91 112.63 37.54 10.41 14.53
Facility Total vs AO
Difference, Based on PTE -34.83 2,019 -0.71 0.00 -56.40 -0.75 -10.92 -10.00 4.85

4
3 BACT Analysis
Per Utah R307-401-5(2)(d) - DEQ’s BACT requirements, every facility, operation, or process that proposes
any new or modified activity that would emit an air contaminant must provide “an analysis of best
available control technology for the proposed source or modification”. Control may be achieved by means
of a) good process design, b) sound operating practices, c) best emission control devices available, or d) a
combination of these means. In choosing and proposing pollution control strategies, energy,
environmental, and economic impacts are considered.
The BACT determinations below are based on the current BACT for other Staker & Parson operations and
on other BACT determinations done for similar equipment in Utah. A BACT analysis must be completed in
accordance with the “top-down” approach specified in USEPA’s New Source Review Workshop Manual
(October 1990). The five basic steps of the top-down approach to the BACT process are:
Step 1: Identify all Available Control Technologies
Step 2: Eliminate Technically Infeasible Control Technologies
Step 3: Rank Technically Feasible Technologies by Control Effectiveness
Step 4: Evaluate Technically Feasible Control Technologies
Step 5: Select BACT
3.1 Summary of Current BACT for Existing Sources
Table 3-1 contains the existing determinations made as part of the Approval Order for each set of sources.
These data were used as a starting point for the remaining BACT analyses.
Table 3-1 Existing Source BACT Summary
Existing sources Existing BACT determination BACT limit, if applicable Reference Affected
by Project?
Haulage All unpaved roads must be watered
or chemically suppressed. All haul
roads have a speed limit of 15mph.
20% Opacity 2017 AO
conditions
II.B.2.b-d
Yes*
Storage Piles Piles must be watered when the
temp is above freezing.
20% Opacity 2017 AO
condition
II.B.2.e
Yes*
Generators Hours of operation limit. 725kW Diesel – 620 hrs
725kW Diesel – 3,000 hrs
1,000kW Diesel – 2,800 hrs
2017 AO
condition
II.B.5.a
No
Screens, Crushers
& Conveyors
Wet suppression and enclosures. Opacity Limits:
Crushers – 12%
Screens – 7%
Conveyor Transfers – 7%
Drop/Other Points – 20%
2014 NSR
Section 4.2
Yes*

5
Existing sources Existing BACT determination BACT limit, if applicable Reference Affected
by Project?
HMA Plant (drum
mix and asphalt
storage silos)
• Emissions from the drum mixer
must be controlled by the
baghouse.
• The pressure drop must be
within 2”-6” W.C. and
monitored with equipment that
is calibrated annually.
TSP – 5.8 lb/hr
TSP (RAP) – 6.78 lb/hr
PM10 – 4.64 lb/hr
PM10 (RAP) – 5.42 lb/hr
PM2.5 (filt.) – 4.64 lb/hr
PM2.5 (filt. & RAP) – 4.64 lb/hr
2017 AO
conditions
II.B.3.a, II.B.3.c &
II.B.3.d
Testing Reqs:
II.B.3.d.3 –
II.B.3.d.7
Yes
Fuel
Requirements /
Fuel Tanks
• May only use NG, Propane, fuel
oil or specified waste oil as fuel
in the HMA plant
• Sulfur content limit on fuel oil
and diesel (via test certs).
• Used fuel oil concentration and
parameter limits (Records: test
cert for each load received,
quantity of used fuel burned
daily).
Sulfur Content:
0.5% by weight for fuels used in
the HMA plant.
15 ppm by weight for diesel
fuels used for other equipment.
Used Fuel Oil
Arsenic: 5 ppm
Cadmium: 2 ppm
Chromium: 10 ppm
Lead: 100 ppm
Total Halogens: 1,000 ppm
Flash Point > 100°F
2017 AO
conditions
II.B.4.b and
II.B.4.c
Yes*
Lime Silo Use of fabric filters & best
management practices.
20% Opacity 2004 NSR No
Asphalt Cement
Tanks
No existing control techniques. 20% Opacity 2004 NSR No
Boiler and Water
Heaters
Use of manufacturer-recommended
combustion practices.
20% Opacity 2016 NSR No
*Indicates processes that are modified and not being completely changed or replaced.
3.2 BACT for New Hot Mix Asphalt Plant
The following sub-sections go through the five step evaluation process described above for each set of
sources in the New HMA plant.

3.2.1 Bins, aggregate storage, conveyors, screens, and material handling (PM10/PM2.5)
This sub-section specifically addresses emissions from the variety of material handling activities at the
POTM HMA plant.
Step 1 – Identify all Available Control Technologies
The previously submitted June 2014 NOI application BACT analysis for material handling operations,
which was subsequently approved by the November 20, 2014 Approval Order, identified the following
controls: add-on controls (electrostatic precipitators [ESPs], wet scrubbers, cyclones, and fabric filters
[baghouses]), enclosures, water sprays, and inherent moisture control.

6
Step 2 – Eliminate Technically Infeasible Control Technologies
The use of add-on control devices was determined to be technically infeasible due to the difficulty of
enclosing and capturing the particulate emissions and the variable temperatures associated with an
outdoor environment. Enclosures can be utilized in where the equipment design allows, however, the
use of enclosures is infeasible on most of the material handling equipment due to the design of the
equipment. The use of inherent moisture control, while technically feasible, is ineffective because the
moisture content is too low. The use of water sprays affects the moisture content of raw materials and
the HMA process such that the product’s final specification do not meet designed specifications.
Therefore, water sprays are technically feasible for the aggregate plants, but infeasible for HMA and
RMC operations due to product mix specifications.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
The only remaining technically feasible control technologies are water sprays for aggregate plants and
enclosures where feasible. The use of water sprays is estimated to provide a 70 to 95% reduction of
PM emissions while the use of enclosures will provide varying levels of control depending on the
process.
Step 4 – Evaluate Technically Feasible Control Technologies
The use of water sprays has been chosen as BACT. Therefore, since the top ranked control technology
has been selected, further evaluations are not required.
Step 5 – Select BACT
The use of water sprayers have been selected as BACT for aggregate bins, storage, conveyors, screens,
and material handling. The POTM facility will apply water as necessary to crushing, screening, and
drop points to effectively control particulate matter emissions. Conveyor drop points will also have
side shrouds. The current opacity limit of 20% is proposed as the BACT limit for these sources.
3.2.2 Lime Silo (PM10/PM2.5)
This sub-section specifically addresses emissions from the lime silo venting point. Transfer and drop
points are addressed in the material handling section 3.2.1.
Step 1 – Identify all Available Control Technologies
When the point east and point of the mountain facilities were combined under the June 7, 2004,
Approval Order, the lime silo BACT was evaluated as part of the Asphalt plant operations. Available
control technologies include fabric filters (baghouses), cyclones, ESPs, and wet scrubbers.
Step 2 – Eliminate Technically Infeasible Control Technologies

7
Because cyclones (40%-90% control) and wet scrubbers (70% to 99% control) are not effective at
controlling fine particulate, these options are eliminated. ESPs are also eliminated because, while they
can control 99% of emissions, they are most effective for emission streams with high electrical
resistivity, such as metals. Fabric filters, however, can control over 99% of particulate emissions and
are technically compatible with the lime silo.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
Fabric filters are technically feasible and provide the maximum control efficiency for this source.
Step 4 – Evaluate Technically Feasible Control Technologies
The use of a fabric filter, as feasible, has been chosen as BACT. Therefore, since the top-ranked control
technology has been selected, further evaluations are not required.
Step 5 – Select BACT
The current opacity limit of 20% is proposed as the BACT limit for these sources. Particulate matter
emissions from the silo will continue to be controlled by fabric filters.
3.2.3 Asphalt Storage Silos (PM10/PM2.5/CO/VOC)
This sub-section specifically addresses emissions from the asphalt storage silos.
Step 1 – Identify all Available Control Technologies
With natural gas as the primary fuel, good combustion practices provide a consistent level of
meaningful control for PM10, PM2.5, CO, and VOC emissions from combustion. Add-on controls such
as a thermal or catalytic oxidizer could also reduce VOC emissions. A newer technology called blue
smoke control systems can also control CO and VOC emissions.
Step 2 – Eliminate Technically Infeasible Control Technologies
Oxidizers have control efficiencies of ~95% but because the concentration of VOCs in the storage
silos exhaust is too low to control using an oxidizer as additional fuel would be needed to operate the
unit. Therefore, oxidizers were eliminated. The blue smoke system controls emissions by capturing the
exhaust from the asphalt storage silos and routing it directly into the burner of the drum mixer as an
additional air/fuel stream and for control of organics (i.e., VOC and CO).
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
The blue smoke system has a higher control effectiveness than good combustion practices alone.
Step 4 – Evaluate Technically Feasible Control Technologies

8
The use of good combustion practices along with a blue smoke control system, as feasible, has been
chosen as BACT. Therefore, since the top-ranked control technology has been selected, further
evaluations are not required.
Step 5 – Select BACT
BACT has been determined to be the use of a blue smoke control system that will control VOC
emissions by 50%. This system is designed to comply with the recently implemented R. 307 in the
Utah Admin. Rules.
3.2.4 Drum Mix (PM10/PM2.5/CO/NOX/SOX/VOC)
This sub-section addresses emissions from the drum mixer which is natural gas-fired. The mixer is
equipped with a low NOx burner, a primary collector, and exhaust gas recirculation (EGR).
Step 1 – Identify all Available Control Technologies
Controlling emissions from a drum mixer are separated into the emissions from combustion and the
emissions from the actual material being mixed (i.e., dust-laden material). Techniques for controlling
emissions from natural gas combustion include the use of a low NOx burner, good combustion
practices, and EGR.
The methods for controlling particulate emissions from the mixing chamber include the use of
baghouses, cyclones, ESPs, or scrubbers.
Step 2 – Eliminate Technically Infeasible Control Technologies
Cyclones and scrubbers are more effective at controlling large particles and are not effective at
controlling fine particulate and have been eliminated. ESPs are effective for high electrical resistivity
materials such as metals, so this option is eliminated as well. For gaseous pollutants, combustion
technologies such as oxidizers are redundant and are not considered technically feasible control
options.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
The best available particulate emission control for the drum mixer is a baghouse. For the gaseous
pollutant emissions while using a low NOX burner, the remaining options are recirculation (EGR) and
good combustion practices. EGR will be more effective at controlling emissions than good
combustion practices alone.
Step 4 – Evaluate Technically Feasible Control Technologies
The remaining options are all economically feasible and are therefore selected as BACT.

9
Step 5 – Select BACT
BACT is determined to be the use of a low NOx burner, an EGR system, a baghouse, and good
combustion practices. Due to the more efficient burner and exhaust gas recirculation, the emissions
per ton of production will be less than the existing drum mix process. A summary of the emission rate
changes is described in Table 3-2.
Table 3-2 Drum Mix Emission Factor Comparison
Parameter Existing Drum Mix New (Gencore)
Annual Maximum Throughput 800,000 tons 1,000,000 tons
PM10 Controlled Emission Rate 2.1 lbs/hr 2.38 lbs/hr
PM2.5 Controlled Emission Rate 0.15 lbs/hr 0.52 lbs/hr
CO Emission Factor 0.13 lbs/ton 0.07 lbs/ton
NOx Emission Factor 0.06 lbs/ton 0.0123 lbs/ton
SO2 Emission Factor 0.06 lbs/ton 0.0034 lbs/ton
VOC Emission Factor 0.03 lbs/ton 0.03 lbs/ton

3.2.5 Hot Oil System (CO/VOC)
Step 1 – Identify all Available Control Technologies
Controlling emissions from a hot oil system can include good combustion practices and the use of
add-on control technology such as a thermal or catalytic oxidizer.
Step 2 – Eliminate Technically Infeasible Control Technologies
The application of catalytic oxidation and thermal oxidation are technically infeasible due to the size
and expected operation of the heater. The heater has a capacity of 2.8 mmbtu/hr which will be
utilized as needed and may not operate continuously. Due to the small heating capacity for this
source, control by catalytic oxidation or thermal oxidation is not technically feasible. Notably, state
agencies such as Texas Commission on Environmental Quality defines the minimum size for add-on
control of a heater, such as catalytic or thermal oxidation, to be technically feasible would be
applicable for emission units with a rating of 40 mmbtu/hr or higher 1.

1 https://www.tceq.texas.gov/permitting/air/nav/air_bact_combustsources.html

10
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
Step 4 – Evaluate Technically Feasible Control Technologies
The only remaining option is the use of good combustion practices so further evaluations are not
required.
Step 5 – Select BACT
Good combustion practices are the only remaining control technology for CO/VOC emissions and are
therefore being selected as BACT for the hot oil system.
3.2.6 Asphalt Cement Tanks (VOC)
Step 1 – Identify all Available Control Technologies
Technologies for controlling VOC emissions from tanks could include the use of an add-on control
such as a thermal or catalytic oxidizer. Also, the use of good management practices to prevent leaks
and spills is desirable to reduce emissions from these tanks.
Step 2 – Eliminate Technically Infeasible Control Technologies
Installing an oxidizer is technically infeasible for this process because the concentration of VOCs
escaping the tanks is not sufficient to sustain an oxidizer and/or justify its inclusion.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
Good management practices are the only remaining control technique so further evaluation is not
needed.
Step 4 – Evaluate Technically Feasible Control Technologies
Good management practices are the only remaining control technique so further evaluation is not
needed.
Step 5 – Select BACT
BACT is determined to be the use of good operating practices to prevent leaks and spills which is
expected to comply with R307-313-5(2). Pursuant to R307-313-5(1), the asphalt cement tanks will be
equipped with a vapor capture device before May 5, 2025. The exact specifications for this capture
and control system have yet to be determined.
3.2.7 Product Loadout (VOC/CO/PM10/PM2.5)
VOC and CO emissions from loadout happen when the product is released from the holding tank into
trucks for transportation and some of the particulate emissions from production are released.

11
Step 1 – Identify all Available Control Technologies
Emissions are controlled in the upstream processes by the blue smoke control system and good
combustion practices. Controlling emissions at the loadout step could include the use of an oxidizer
and best management practices.
Step 2 – Eliminate Technically Infeasible Control Technologies
A catalytic oxidizer would reduce emissions by ~95%. However, installing a capture system around the
loadout area would require significant structural modifications that would block the operator’s vision
of the loadout area and potentially cause safety hazards for staff and truck drivers. Additionally, the
cost per ton of VOC reduced per year would be $120,9101, making it economically infeasible. Staker &
Parson has also estimated that 74% of VOCs can be controlled from the blue smoke control system
alone.
1From Staker & Parson’s comments on proposed R307-313 rule, based on 2020 production and dollars.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
Good operating practices are the only remaining control technique so further evaluation is not
needed.
Step 4 – Evaluate Technically Feasible Control Technologies
Good operating practices are the only remaining control technique so further evaluation is not
needed (see previous economic evaluation under Step 2).
Step 5 – Select BACT
BACT is determined to be a 20% opacity limit and the use of good operating practices.
3.3 Proposed BACT for Above-Ground Fuel Storage Tanks (VOC/HAPS)
Step 1 – Identify all Available Control Technologies
Controlling emissions from fuel storage tanks includes the use of a submerged fill pipe and/or the use
of a vapor control system.
Step 2 – Eliminate Technically Infeasible Control Technologies
Routing emissions to a vapor control system would result in the highest reduction of emissions.
However, because the tanks are spread out and located outdoors, capturing all the emissions to route
them to a control system is technically infeasible.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness

12
The use of a submerged fill pipe is the only feasible option so additional evaluation is not necessary.
Step 4 – Evaluate Technically Feasible Control Technologies
The use of a submerged fill pipe is the only feasible option so additional evaluation is not necessary.
Further, installing a separate control system at each tank would be cost prohibitive (i.e., individual
controls for each tank would be very costly).
Step 5 – Select BACT
BACT is determined to be the use of a submerged fill pipe and best management practices.
3.4 BACT for Haulage (PM10, PM2.5)
This sub-section address control for both paved and unpaved haul roads at POTM.
Step 1 – Identify all Available Control Technologies
Controlling fugitive emissions from unpaved haul roads includes watering, watering with road base,
watering with a chemical suppressant, or paving. Paved haul road controls include sweeping/vacuum
sweeping and water.
Step 2 – Eliminate Technically Infeasible Control Technologies
All control options for haul roads are technically feasible; however, specific scenarios can affect the
feasibility of a control option based on the conditions on-site. Watering with road base is technically
feasible. Road base is a stable product for road use and limits the available particulates through
compaction of the surface. Watering the road base further limits the available particulates that can be
disturbed, causing fugitive emissions.
Chemical dust suppressants control fugitive dust from haul roads by temporarily sealing the surface
but this can be problematic for sloped roadways. This sealing property can lower the coefficient of
friction on the roadway creating safety issues, such as slippery roads that are difficult to steer or brake
safely, making chemical suppressants not technically feasible for the current project area.
Paving removes the availability of particulate matter during roadway travel and reduces emissions.
The type and size of equipment traveling on a paved road can affect the feasibility of paving. For
example, equipment that uses tracks rather than tires or trucks that are carrying excessive weight can
destroy paved roads.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
1. Paved Road with vacuum sweeping and watering
2. Paved Road with sweeping and watering

13
3. Chemical suppressant and watering
4. Watering
Step 4 – Evaluate Technically Feasible Control Technologies
POTM is a mix of paved and unpaved roads as appropriate for the type of vehicle traffic. Therefore,
BACT is selected as the use of at least one of the above control technologies for the different types of
roads.
Step 5 – Select BACT
BACT is determined to be a 20% opacity limit, watering or suppressing dust on unpaved roads and
posting a site-wide speed limit of 15 mph.
3.5 BACT for Storage Piles (PM10, PM2.5)
This sub-section address control for raw material and product storage piles at POTM.
Step 1 – Identify all Available Control Technologies
Control techniques for storage piles include a full enclosure, partial enclosure, and/or water
application.
Step 2 – Eliminate Technically Infeasible Control Technologies
The POTM storage piles encompass acres. Therefore, a full enclosure of all piles would be physically
impossible to implement and/or economically infeasible. It would be extremely difficult for an active
processing operation to tarp (partially enclose) storage piles and would cause operational delays that
make this type of control infeasible.
Step 3 – Rank Technically Feasible Technologies by Control Effectiveness
The only remaining feasible control technology for storage piles is water application (notwithstanding
the need to discontinue watering when temperatures would cause freezing resulting in safety issues
for facility personnel)..
Step 4 – Evaluate Technically Feasible Control Technologies
Water sprays/application are being selected as BACT.
Step 5 – Select BACT
BACT for the storage piles is determined to be a 20% opacity limit and watering the piles when
temperatures are above freezing.

14
3.6 BACT Summary
Table 3-3 rovides a summary of all the selected control technologies that comprise BACT for the sources
at the POTM facility.
Table 3-3 Source Specific and Pollutant Control Technology Summary
Process Pollutant(s) Control Technology
Bins, Storage & Material Handling PM10/PM2.5 Water sprayers & enclosures
Lime Silo PM10/PM2.5 Fabric filter
Asphalt Storage Silo PM10/PM2.5/VOC/CO Blue smoke control system
Drum Mix PM10/PM2.5/CO/NOX/SO2/VOC Baghouse, EGR & combustion practices
Hot Oil System CO/VOC Good combustion practices
Asphalt Cement Tank VOC Good operating practices
Product Loadout PM10/PM2.5/CO/VOC Good operating practices
Aboveground Storage Tanks VOC/HAP Submerged fill pipe & good operating practices
Haulage PM10/PM2.5 Water/chemical suppressant & speed limit
Material Piles PM10/PM2.5 Water application (non-freezing)
Water Heaters CO/NOX/SO2/VOC/ PM10/PM2.5 Good operating/combustion practices

15
4 State Regulatory Applicability Review
The following sub-sections provide a detailed applicability review of Utah state air pollution regulations.
4.1 R307-101 - General Requirements
All definitions, terms, abbreviations, and references used in the existing Approval Order conform to those
used in this rule, R307-101 and/or listed in 40 CFR, such as NSPS (40 CFR 60 Subparts A, I, OOO, and IIII)
and MACT (40 CFR 63 Subparts A and ZZZZ).
4.2 R307-165 - Emission Testing
This rule applies to each emission unit with established emission limitations specified in approval orders
issued under R307-401 or the Utah SIP Section IX Part H. Staker & Parson is not included in section IX part
H. However, approval order condition II.B.3.d.1 includes testing every three years for emission point
associated with the current Hot Mix Asphalt Plant baghouse stack. This NOI proposes a replacement of
this emission point with new equipment and a baghouse as the primary control device. PM10 and PM2.5
emission testing for the new emission point is proposed every three years corresponding to the current
emission testing frequency requirement in the AO (II.B.3.d). Further, Staker & Parson propose that the
updated AO retain the current testing requirements.
4.3 R307-203 - Emission Standards: Sulfur Content of Fuels
This rule applies to any fuel (coal, oil or mixture) burning process not covered by a NSPS. The rule
establishes sulfur content limits and emission standards. The combustion units at Staker & Parson are
being converted to natural gas and this rule is not applicable.
4.4 R307-205 - Emission Standards: Fugitive Emissions and Fugitive Dust (§§ 307-205-1
through 307-205-8)
This rule applies to any source of fugitive emissions or fugitive dust EXCEPT for agricultural activities. any
source listed in section IX part H of the UT SIP or a source located in a PM10 Non-Attainment Area (NAA)
or maintenance area. POTM is located in two different PM10 maintenance areas. Therefore, this rule does
not apply.
4.5 R307-230 - NOx Emission Limits for Natural Gas-Fired Water Heaters
This rules applies to any natural gas fired water heater sold or installed after July 1, 2018. No water heaters
are being installed or affected by the project. To that end, none are included in this NOI.
4.6 R307-305 - Nonattainment and Maintenance Areas for PM10: Emission Standards
The requirements of R307-305 apply to the owner or operator of any source that is listed in Section IX,
Part H of the state implementation plan or located in a PM10 nonattainment or maintenance area. The
Point of the Mountain facility is located in both the Salt Lake County and Utah County PM10 maintenance
areas and is subject to this rule. Specifically, R307-305-3 restricts visible emissions from existing

16
installations to not exceed 20%. Visible emissions shall be measured using 40 CFR 60, Appendix A,
Method 9 (EPA Method 9).
4.7 R307-309 - Nonattainment and Maintenance Areas for PM10 and PM2.5 Fugitive
Emissions
This rule applies to all sources of fugitive dust and fugitive emissions located in PM10 and PM2.5
nonattainment and maintenance plan areas.
Fugitive emissions from any source shall not exceed 15% opacity. Opacity caused by fugitive dust shall
not exceed 10% at the property boundary and 20% on site. Opacity in R307- 309-5(1) shall not apply
when the wind speed exceeds 25 miles per hour if the owner or operator has implemented, and continues
to implement, the accepted fugitive dust control plan. Because POTM is in both the Salt Lake County and
Utah County PM2.5 NAAs and PM10 maintenance areas, this rule applies. Consistent with R307-309-6(3),
since this NOI proposes a modification that will result in emission changes; an updated fugitive dust
control plan will be submitted online as required.
4.8 R307-312 - Aggregate Processing Operations for PM2.5 Nonattainment Areas
R307-312 applies to all crushers, screens, conveyors, hot mix asphalt plants, and concrete batch plants
located within a PM2.5 nonattainment and maintenance area. Because POTM is in both the Salt Lake
County and Utah County PM2.5 NAAs, this rule applies.
R307-312-4 requires visible emissions shall not exceed the opacity limits as specified in Table 1 --12% for
Crushers, 7% for Screens, 7% for Conveyor transfer points, and 7% for Concrete batch plants. Visible
emissions shall be measured using 40 CFR 60, Appendix A, Method 9 (EPA Method 9).
Consistent with R307-312-6, applicable sources that begin construction on or after June 7, 2013, POTM
will submit test results demonstrating compliance with R307-312-5(1) to UDAQ no later than 180 days
after initial startup. This applies to the new HMA plant with a limit of filterable PM less than or equal to
0.024 grains/dry standard cubic foot.
4.9 R307-313 - VOC and Blue Smoke Controls for Hot Mix Asphalt Plants
The Utah Division of Air Quality recently implemented a new rule regulating VOC and blue smoke
emissions from HMA plants as part of the Northern Wasatch Front (NWF) Ozone State Implementation
Plan. This rule applies to all stationary HMA plants that operate in the nonattainment area including Salt
Lake, Davis, Weber and Tooele counties with annual production greater than 250,000 tons of asphalt per
rolling 12-month period. The rule requires operators of HMA plants to control VOC and Blue Smoke
emissions associated with dryers, conveyors, silos, and load out areas.
As POTM is partially located in the NWF area, the new HMA facility is subject to this requirement. A blue
smoke control system is planned that will capture emissions from the HMA conveyors and storage silos
and route emissions back to the drum mix combustion chamber. The system is expected to control VOC

17
emissions by at least 50%. The blue smoke control system proposed for installation by Staker & Parson
should comply with the requirements of R307-313. However, the rule requires compliance to begin by
May 1, 2025. Therefore, Staker & Parson will not be required to complete the record-keeping required by
R307-313-6 at the time of the approval order issuance for this project.
4.10 R307-401 - Permit: New and Modified Sources
This project requires a notice of intent to be provided under R307-401-5. This application and its
appendices serve to fulfil these requirements. In particular, Appendix C contains the UDAQ forms for this
NOI. Form 1 provides the checklist for the application. The checklist contains a set of information required
in the application including a project and source process description; fuels, raw materials, and products;
equipment used; changes to the process. These items are contained in previous sections of this NOI.
4.11 R307-403 - Permits: New and Modified Sources in Nonattainment Areas and
Maintenance Areas
This rule applies to any new major source or major modification for the pollutant which has a
nonattainment designation. The POTM facility is not a major source with respect to pollutants in the
relevant nonattainment or maintenance areas (PM10 and PM2.5). The sources are below the major source
threshold of 100 tons/year and this project does not cause the facility to become a new major source. In
addition, the R307-403-2(10) necessitates a review of precursors of PM10 and PM2.5 against the major
source thresholds for those pollutants (i.e., NO2 and SO2). POTM is not a major stationary source for either
of the precursor pollutants. Therefore, the project does not trigger nonattainment New Source Review or
the other requirements of R307-403.
4.12 R307-405, R307-406
This rule does not apply because Point of the Mountain is not a true minor source, but instead has
accepted limits to remain a minor source (i.e., synthetic minor).
4.13 R307-410 - Permits: Emissions Impact Analysis
An emissions impact analysis will be required if a new or modified source in an attainment area with total
controlled emission rate per pollutant is greater than or equal to the thresholds specified in R307-410-4
as shown in Table 4-1.
Table 4-1 Emission Thresholds (tons/year) for Modeling -R307-410-4
Pollutant Emissions Threshold Project Emissions Change
Sulfur Dioxide 40 - 10.0
Oxides of Nitrogen 40 - 56.4
PM10 (fugitives) 5 0
PM10 (non-fugitive) 15 - 0.8
Carbon Monoxide 100 - 34.83
Lead 0.6 - 0.00

18
In addition, Mr. Dave Prey, UDAQ modeler, confirmed that if emissions are less than the thresholds in
Table 1 of R307-410-4, no modeling is required. The project decreases are due to additional controls (blue
smoke system) being installed on the new asphalt plant as well as discontinuing the use of used fuel oil
and removing generators and the Kemco boiler.
4.14 Rule R307-420 - Permits: Ozone Offset Requirements in Davis and Salt Lake
Counties (§§ 307-420-1 through 307-420-5)
For any new major source or a major modification in Davis or Salt Lake County, must offset NOx by a ratio
of 1.15:1 and VOC by a ratio of 1.2:1. Emission credits generated in Davis or Salt Lake County may be used
in either county. This rule does not apply because the POTM facility is not a major source of ozone
precursors and the project emission increases are well below the major modification thresholds for NOx
and VOC.
As noted above, POTM is located partially in Salt Lake County, a moderate Ozone nonattainment area,
and partially in Utah county, a marginal ozone nonattainment area. Of note from an emissions
perspective, the Staker & Parson emission units that emit NOx and/or VOC all have an associated BACT
(or proposed BACT) condition.
4.15 Rule R307-421 - Permits: PM10 Offset Requirements in Salt Lake County and Utah
County (§§ 307-421-1 through 307-421-5)
This rule applies to new or modified sources of SO2 or NOX that are located in or impact Salt Lake or Utah
Counties. For SO2 or NOX, “impact” is if the modeled impact is >1.0 µg/m3 for a one year averaging period
or 3.0 µg/m3 for a 24-hr averaging period.
Any modified source that would increase SO2 or NOX emissions by the below values shall obtain an
enforceable offset.
a) 50 TPY or greater – 1.2:1 offset of the emission increase
b) 25 TPY or greater – 1:1 offset of the emission increase
POTM is not a major source of PM10, NOX, or SO2 and the project does not increase emissions for these
pollutants. Either of these two facts results in this rule not being applicable for this project.

19
5 Federal Rule Applicability Review
5.1 New Source Performance Standards (NSPS)
The new Gencore HMA plant will be subject to 40 CFR 60 Subpart I – Standards of Performance for Hot
Mix Asphalt facilities. The requirements of this NSPS are limited to performance test standards for
particulate matter. The performance standards from any affected facility are to limit:
(1) particulate matter less than or equal to 90 mg/dscm (0.04 gr/dscf), and
(2) opacity to less than 20 percent.
Compliance with these limits shall be determined using 40 CFR 60, Appendix A, Method 5 for filterable
particulate matter and Method 9 for opacity.
5.2 National Emission Standards for Hazardous Air Pollutants (NESHAP)
The Point of the Mountain facility is not subject to NESHAPs largely because the facility is not a major
source of HAPs. The area source boiler NESHAP (40 CFR Part 63, Subpart JJJJJJ) does not apply because
the boiler is natural gas fired only pursuant to the exemption contained in 40 CFR 63.11195(f).
5.3 Prevention of Significant Deterioration (PSD)
Since the project is located in a nonattainment area for ozone and PM2.5 as well as a PM10 maintenance
area, these pollutants are evaluated under the Nonattainment NSR program and This project is a minor
source under PSD regulation for the attainment area pollutants (CO, lead, NOX, SO2) because the
emissions do not exceed the major source threshold in 40 CFR 52.21(b)(1)(i)(b) – less than 250 tons/year
of potential emissions. Therefore, no additional evaluation under the PSD permitting program is required.

20

Appendix A – Figures and Process Flow Diagrams

21
Figure 1 Topographic Map of Staker & Parson - Point of the Mountain Facilities

22
Figure 2 Aerial Photograph Staker & Parson - Point of the Mountain Facilities

New HMA
Ready Mix Concrete
(RMC) – Point South
Ready Mix Concrete
(RMC) – Point West
Aggregate
STAKER PARSON
Point of the Mountain
AO: DAQE-AN112340013-17
Existing Hot Mix Asphalt
(HMA) to be replaced
105.
)PU
.JY
"TQIBMU
1SPQPTFE
1MBOU
-BZPVU
Sand Feed
Bin
Aggregate
Feed Bin
Cement Silo Cement Silo
Weigh Hopper 2
Mixer
Water Heater #1Natural Gas
RMC Loader
RMC Haul Truck
(“Mixer Truck”)
Baghouse Baghouse Baghouse
Overhead
Bins
Guppy Trucks
Combustion
Enclosed
Building
Enclosed Pneumatic Conveyors
Diesel Fuel Tank
(12,000 gallons)
Weigh
Hopper 1
Enclosed
Conveyor
Cement
Supplement/
Flyash Silo
Central Dust
Collector
x4
Drop
Points
STAKER PARSON - Point of the Mountain
Ready Mix Concrete (RMC) – Point South | May 2023
Legend
Control DeviceEquipmentProcess
Point
Source
Emissions
Fuel Fugitive
Emissions
Sand Feed
Bin
Aggregate
Feed Bin
Cement Silo Cement Silo
Weigh Hopper 2
Mixer
Water
Heater #2
Natural Gas
RMC Loader
RMC Haul
Truck
(“Mixer Truck”)
Baghouse Baghouse Baghouse
Overhead
Bins
Combustion
Enclosed Building
Enclosed Pneumatic
Conveyors
Diesel Fuel Tank
(12,000 gallons)
Weigh
Hopper 1
Enclosed
Conveyor
Cement
Supplement/
Flyash Silo
x4
Drop
Points Central Dust
Collector
Guppy Trucks
Vacuum
Vent
for Dust
STAKER PARSON - Point of the Mountain
Ready Mix Concrete (RMC) – Point West | May 2023
Legend
Control DeviceEquipmentProcess
Point
Source
Emissions
Fuel Fugitive
Emissions
Jaw Crusher
(Not Currently in Use)
Dozer Loader
Aggregate
Hoppers #1 & #2
x2
Screen
Wash Plant
VSI Crusher
x2
Screen
x2
Screen
Aggregate
Stockpile*
Aggregate
Hopper
#1 and #2
Screens
Aggregate Haul
Truck
* Emissions represented under Facility - Storage Piles
Conveyors with
Wet Suppression
To VSI Screens
STAKER PARSON - Point of the Mountain
Aggregate | May 2023
Legend
Control DeviceEquipmentProcess
Point
Source
Emissions
Fuel Fugitive
Emissions
To HMA,
RMC
The aggregate process shown in the
diagram is representative of normal
operations at the POTM aggregate
plant. The process has the capability
to be reconfigured to add additional
cone and VSI crushers, as needed.
Generally, the additional crushers
would run similarly, in parallel
operation to the one shown here.
PTE is calculated assuming all units
are in use and running at the plant’s
permitted maximum capacity,
including the jaw crushers.
Equipment at the aggregate plant
include the following:
x3 Jaw Crushers
x5 Cone Crushers
x5 VSI Crushers
x21 Screens
x71 Drop Points
x2
Screen
Cone Crusher
To VSI Crusher
VSI Crusher
Aggregate
Bin
Agg.
Screen
RAP Bin
Drum Mixer
Natural Gas (Utility)
or
Recycled No. 2 Fuel Oil
(Burner Fuel)
Hot Oil System
Asphalt
Storage
Silo 1
Asphalt
Storage
Silo 2
Asphalt
Storage
Silo 3
Asphalt Cement
Tank 1
(30,000 gallons)
Asphalt Cement
Tank 2
(30,000 gallons)
Asphalt Cement
Tank 3
(15,000 gallons)
Baghouse
HMA Loader
Asphalt Haul
Truck
Lime Silo
Dust
Collector
Enclosed
Transport
Offsite
Combustion
Combustion
Diesel Fuel Tank
(1,000 gallons)
Recycled No. 2 Fuel
Oil (Burner Fuel)
RAP
Screen
Pugmill
Asphalt Cement
Tank 4
(15,000 gallons)
Primary
Collector
x8 Drop Points x2 Drop Points
x1 Drop
Points
Pulse Return
to Drum
Wet
Slurry to
Settlement
Pond
x1 Drop Points
STAKER PARSON - Point of the Mountain
Existing Hot Mix Asphalt (HMA) | May 2023
Legend
Control DeviceEquipmentProcess
Point
Source
Emissions
Fuel Fugitive
Emissions
Natural Gas (Utility)
or
Recycled No. 2. Oil
(Burner Fuel)
Recycled No. 2 Fuel
Oil (Burner Fuel)
Drum MixerNatural Gas
(Utility)
Hot Oil SystemNatural Gas
(Utility)
Asphalt Cement
Tank 1
(30,000 gallons)
Asphalt Cement
Tank 2
(30,000 gallons)
Asphalt Cement
Tank 3
(30,000 gallons)
Baghouse
Asphalt Haul
Truck Transport
Offsite
Combustion
Asphalt
Storage
Silo 1
Asphalt
Storage
Silo 2
Asphalt
Storage
Silo 3
Asphalt
Storage
Silo 4
Blue Smoke System
Enclosed
Asphalt Cement
Tank 4
(30,000 gallons)
Asphalt Cement
Tank 5
(30,000 gallons)
Asphalt Cement
Tank 6
(30,000 gallons)
Combustion
Primary
Collector
Pulse Return
to Drum
Enclosed
Asphalt
Storage
Silo 5
Asphalt
Storage
Silo 6
Aggregate
Bin
Agg.
Screen
RAP Bin
HMA Loader Lime Silo
Dust
Collector
Enclosed
RAP
Screen
Pugmill
x8 Drop Points x2 Drop Points
x1 Drop Points
Enclosed
Wet
Slurry to
Settlement
Pond
STAKER PARSON - Point of the Mountain
Proposed Hot Mix Asphalt (HMA) – Gencore | May 2023
Legend
Control DeviceEquipmentProcess
Point
Source
Emissions
Fuel Fugitive
Emissions

23

Appendix B – PTE Calculations

1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
66
69
72
73
A B C D E F G H I J K L M N O P Q R S T U
Staker Parson | Point of the Mountain Emission sources proposed to be replaced or removed as part of this project.
Potential to Emit
Annual Controlled Emissions (tpy)CO GHG HAP Lead NOx PM10 PM2.5 SO2 VOC
Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
POTM Fugitive Total 0.54 0.54 0.11 0.11 0.10 0.04 0.00E+00 0.00E+00 0.00 0.00 558 82.22 71.21 18.53 0.00 0.00 1.56 1.56
Gencore Fugitive Total 0.54 0.54 0.11 0.11 0.03 0.03 0.00E+00 0.00E+00 0.00 0.00 0 0 0.25 0.25 0.00 0.00 1.56 1.56
POTM + Gencore Fugitive Total 0.54 0.54 0.11 0.11 0.10 0.04 0.00E+00 0.00E+00 0.00 0.00 558 82 71.21 18.53 0.00 0.00 1.56 1.56
POTM Point Total 59.70 59.70 24,991 24,991 4.92 4.71 4.29E-05 4.29E-05 30.59 30.59 2,838 31.01 659 8.20 23.25 23.25 19.60 19.60
Gencore Point Total 28.66 28.66 13,624 13,624 2.51 2.38 0.00E+00 0.00E+00 4.92 4.92 2,597 4.72 613 1.01 1.36 1.36 19.63 17.19
POTM + Gencore Point Total 35.87 35.87 23,991 23,991 2.85 2.56 4.29E-05 4.29E-05 13.51 13.51 2,854 29.66 654 8.09 1.41 1.41 20.25 17.81
POTM Point Difference -11.54 3,019.44 1.48 0.00 -39.32 -81.62 -29.34 12.84 5.07
Gencore Point Difference -23.83 (1,001)-2.16 0.00 -17.08 -1.35 -0.10 -21.84 -1.79
POTM + Gencore Point Difference -35.37 2,019 -0.67 4.29E-05 -56.40 -82.97 -29.45 -9.00 3.28
Major Source Thresholds (Point Sources Only) 1 100 0.06 100 100 70 100 100
Above Major Source Threshold?No No No No No No No
Attainment Status
Modeling Thresholds (Point Sources Only)2 100 0.06 40 15 40
Modeling Required (Point Sources)? No No No No No
Modeling Thresholds (Fugitive Sources Only)2 5
Modeling Required (Fugitive Sources)? No
POTM Facility Total 60.24 60.24 24,991.55 24,991.55 5.03 4.75 4.29E-05 4.29E-05 30.59 30.59 3,396.38 113.23 730.34 26.72 23.25 23.25 21.16 21.16
POTM + Gencore Total 36.41 36.41 23,991.08 23,990.92 2.95 2.59 0.00 0.00 13.51 13.51 3,412.01 111.88 725.37 26.62 1.41 1.41 21.82 19.38
Category Values
CO GHG HAP Lead NOx PM10 PM2.5 SO2 VOC
Process Area Source Emission Type Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
Aggregate Cone Crushers Point 10.76 2.42 1.61 0.45
Dozer Fugitive 1.69 1.69 0.93 0.93
Jaw Crushers Point 9.36 2.11 1.40 0.39
Loader to Hopper Fugitive 0.06 0.06 9.36E-03 9.36E-03
Truck Loading Fugitive 0.39 0.39 0.06 0.06
VSI Crushers Point 10.76 2.42 1.61 0.45
Conveyors Point 103 4.31 15.44 1.22
VSI Screens Point 39.02 3.32 5.85 0.22
Hopper Screens Point 33.93 2.89 5.09 0.20
Cone Crusher Screens Point 39.02 3.32 5.85 0.22
Aggregate Total 248 22.93 37.87 4.15
Facility Generator 1 (1000 kW)35.16 35.16 2,176 2,176 0.02 0.02 28.54 28.54 1.65 1.65 1.65 1.65 0.02 0.02 4.14 4.14
Generator 2 (725 kW)27.31 27.31 1,690 1,690 0.02 0.02 22.17 22.17 1.29 1.29 1.29 1.29 0.02 0.02 3.21 3.21
Generator 3 (725 kW)5.64 5.64 349 349 3.32E-03 3.32E-03 4.58 4.58 0.27 0.27 0.27 0.27 3.65E-03 3.65E-03 0.66 0.66
Storage Piles Fugitive 45.99 15.64 13.53 8.12
Diesel Fuel Tank 1 - Point West Point 2.27E-04 2.27E-04 1.02E-03 1.02E-03
Diesel Fuel Tank - Point East HMA Point 1.31E-05 1.31E-05 4.59E-05 4.59E-05
Diesel Fuel Tank - Point South Point 4.29E-04 4.29E-04 1.49E-03 1.49E-03
Diesel Fuel Tank - Point West Point 2.98E-04 2.98E-04 1.04E-03 1.04E-03
Gasoline Fuel Tank - Point West Point 3.43E-03 3.43E-03 0.15 0.15
Diesel Fuel Tank 1 - Point East Point 1.68E-05 1.68E-05
Diesel Fuel Tank 2 - Point East Point 4.51E-04 4.51E-04 1.39E-03 1.39E-03
Unpaved Roads - RMC-PW Haul Truc Fugitive 5.35 0.80 0.54 0.08
Unpaved Roads - RMC-PW Loader Fugitive 15.90 2.39 1.59 0.24
Unpaved Roads - RMC-PS Haul Truck Fugitive 1.28 0.19 0.13 0.02
Unpaved Roads - RMC-PS Haul Truck Fugitive 0.45 0.07 0.05 6.80E-03
Unpaved Roads - RMC-PS Loader Fugitive 3.04 0.46 0.30 0.05
Unpaved Roads - Aggregate Haul Tru Fugitive 103 15.50 10.34 1.55
Unpaved Roads - Aggregate Loaders Fugitive 173 26.00 17.33 2.60
Unpaved Roads - Aggregate Loader - Fugitive 30.27 4.54 3.03 0.45
Unpaved Roads - HMA Haul Trucks Fugitive 15.21 2.28 1.52 0.23
Unpaved Roads - HMA Loader - RAP Fugitive 2.34 0.35 0.23 0.04
Unpaved Roads - HMA Loader - Agg Fugitive 8.19 1.23 0.82 0.12
Paved Roads - RMC-PW Haul Truck Fugitive 16.52 0.83 1.65 0.08
Paved Roads - Aggregate Haul Truck Fugitive 106 5.29 10.58 0.53
Paved Roads - HMA Haul Trucks Fugitive 18.09 0.90 1.81 0.09
Kemco Boiler 2.52 2.52 3,611 3,611 0.06 0.06 1.50E-05 1.50E-05 3.01 3.01 0.23 0.23 0.23 0.23 0.02 0.02 0.17 0.17
Facility Total 71 71 7,827 7,827 0.10 0.10 1.50E-05 1.50E-05 58 58 548 80 67 17.63 0.06 0.06 8.33 8.33
Attainment AttainmentAttainmentN/A N/A Attainment Attainment Attainment Non-Attainment
25
26
27
A B C D E F G H I J K L M N O P Q R S T U
Category Values
CO GHG HAP Lead NOx PM10 PM2.5 SO2 VOC
Process Area Source Emission Type Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl Unctrl Cntrl
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
HMA Asphalt Loadout Fugitive 0.54 0.54 0.11 0.11 0.03 0.03 0.21 0.21 0.21 0.21 1.56 1.56
Asphalt Storage Silo Point 0.47 0.47 0.32 0.32 0.18 0.18 0.23 0.23 0.23 0.23 4.87 4.87
Drum Mix Point 52 52 14,400 14,400 4.32 4.27 22.00 22.00 2,560 1.68 600 0.12 23.20 23.20 12.80 12.80
Hot Oil System Point 9.60E-03 9.60E-03 224 224 2.12E-04 2.12E-04 1.52E-04 1.52E-04
Lime Silo Point 16.90 0.17 16.90 0.17
RAP Conveyor Point 0.41 0.41 0.06 0.06
RAP Screens Point 1.64 1.64 0.25 0.25
Asphalt Cement Tank 1 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 2 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 3 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 4 Point 0.02 0.02 0.33 0.33
HMA Loader Fugitive 0.04 0.04 0.04 0.04
HMA Agg Conveyor Point 1.94 1.94 0.29 0.29
HMA Total 53 53 14,624 14,624 4.62 4.57 22.00 22.00 2,581 6.32 618 1.36 23.20 23.20 20.54 20.54
HMA_Gencore Asphalt Loadout Fugitive 0.54 0.54 0.11 0.11 0.03 0.03 0.21 0.21 0.21 0.21 1.56 1.56
Asphalt Storage Silo Point 0.47 0.47 0.32 0.16 0.18 0.09 0.23 0.23 0.23 0.23 4.87 2.44
Drum Mix Point 2,584 0.41 600 0.10
Drum Mix - Natural Gas Point 28.00 28.00 13,360 13,360 2.19 2.15 4.92 4.92 1.36 1.36 12.80 12.80
Hot Oil System Point 0.18 0.18 264 264 2.04E-11 2.04E-11
Lime Silo Point 8.45 0.08 8.45 0.08
RAP Conveyor Point 0.41 0.41 0.41 0.06
Asphalt Cement Tank 1 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 2 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 3 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 4 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 5 Point 0.02 0.02 0.33 0.33
Asphalt Cement Tank 6 Point 0.02 0.02 0.33 0.33
RAP Screen Point 1.64 1.64 1.64 0.25
HMA Loader Fugitive 0.04 0.04 0.04 0.04
HMA Agg Conveyor Point 2.02 1.94 2.02 0.29
HMA_Gencore Total 29.20 29.20 13,624 13,624 2.55 2.42 4.92 4.92 2,597 4.97 613 1.26 1.36 1.36 21.19 18.76
RMC - PS Aggregate Transfer to Elevated Bin Point 0.83 0.83 0.83 0.83
Cement Loading to Storage Silo Point 0.02 2.93E-05 0.03 0.03 0.03 0.03
Cement Supplement Loading to Stora Point 0.02 8.81E-05 0.05 0.05 0.05 0.05
Loader to Hopper Fugitive 0.05 0.05 0.05 0.05
Mixer Loading Point 0.11 4.34E-03 7.22 0.30 0.67 0.07
Sand Transfer to Elevated Bin Point 0.19 0.19 0.19 0.19
Water Heater #1 Point 3.61 3.61 5,184 5,184 0.08 0.08 2.15E-05 2.15E-05 4.29 4.29 0.33 0.33 0.33 0.33 0.03 0.03 0.24 0.24
Weigh Hopper Loading Point 1.02 1.02 1.02 1.02
Conveyors Fugitive 3.04 0.13 3.04 3.60E-03
RMC - PS Total 3.61 3.61 5,184 5,184 0.23 0.09 2.15E-05 2.15E-05 4.29 4.29 12.76 2.92 6.21 2.56 0.03 0.03 0.24 0.24
RMC - PW Aggregate Transfer to Elevated Bin Point 0.83 0.83 0.83 0.83
Cement Loading to Storage Silo Point 0.02 2.93E-05 0.03 0.03 0.03 0.03
Cement Supplement Loading to Stora Point 2.89E-03 1.46E-03 0.05 0.05 0.05 0.05
Loader to Hopper Fugitive 0.03 0.03 0.03 0.03
Mixer Loading Fugitive 0.07 2.89E-03 4.82 0.20 0.45 0.04
Sand Transfer to Elevated Bin Point 0.19 0.19 0.19 0.19
Water Heater #2 Point 3.61 3.61 5,184 5,184 0.08 0.08 2.15E-05 2.15E-05 4.29 4.29 0.33 0.33 0.33 0.33 0.03 0.03 0.24 0.24
Weigh Hopper Loading Fugitive 1.02 1.02 1.02 1.02
Conveyors Fugitive 1.94 1.94 1.94 1.94
RMC - PW Total 3.61 3.61 5,184 5,184 0.17 0.09 2.15E-05 2.15E-05 4.29 4.29 9.23 4.61 4.86 4.46 0.03 0.03 0.24 0.24
Grand Total 160 160 46,442 46,442 7.67 7.26 5.80E-05 5.80E-05 94 94 5,997 122 1,347 31.41 24.67 24.67 51 48.10
Abbreviations Definition
HMA Existing Hot Mix Asphalt Plant
HMA_Gencore New Hot Mix Asphalt Plant
RMC - PW Ready Mix Concrete - Point West
RMC - PS Ready Mix Concrete - Point South
Staker Parson | Point of the Mountain
Potential to Emit
Input Input Calculated Calculated or controlled EF Calculated Calculated
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
HMA_Gencore HMA Loader 490 tons 784,000 tons PM10 PM10 1.00E-04 lbs/ton 0.05 0.04 0%CE 0.05 0.04 Fugitive [4]
HMA_Gencore HMA Loader 490 tons 784,000 tons PM2.5 PM2.5 1.00E-04 lbs/ton 0.05 0.04 0%CE 0.05 0.04 Fugitive [4]
HMA_Gencore HMA Agg Conveyor 2295 tons 3,672,000 tons PM10 PM10 1.10E-03 lbs/ton 2.52 2.02 0%CE 2.52 1.94 Point [1]
HMA_Gencore HMA Agg Conveyor 2295 tons 3,672,000 tons PM2.5 PM2.5 1.10E-03 lbs/ton 2.52 2.02 0%CE 2.52 0.29 Point [1], [3]
HMA_Gencore RAP Screen 235 tons 376,000 tons PM10 PM10 8.70E-03 lbs/ton 2.04 1.64 0%CE 2.04 1.64 Point [2]
HMA_Gencore RAP Screen 235 tons 376,000 tons PM2.5 PM2.5 8.70E-03 lbs/ton 2.04 1.64 0%CE 2.04 0.25 Point [2], [3]
HMA_Gencore RAP Conveyor 470 tons 752,000 tons PM10 PM10 1.10E-03 lbs/ton 0.52 0.41 0%CE 0.52 0.41 Point [1]
HMA_Gencore RAP Conveyor 470 tons 752,000 tons PM2.5 PM2.5 1.10E-03 lbs/ton 0.52 0.41 0%CE 0.52 0.06 Point [1], [3]
HMA_Gencore Lime Silo 10.00 tons 16,000 tons PM10 PM10 1.06E+00 lbs/ton 10.56 8.45 99%CE 0.11 0.08 Point [5], [6]
HMA_Gencore Lime Silo 10.00 tons 16,000 tons PM2.5 PM2.5 1.06E+00 lbs/ton 10.56 8.45 99%CE 0.11 0.08 Point [5], [6], [7]
HMA_Gencore Drum Mix 500 tons 800,000 tons PM10 PM10 6.46E+00 lbs/ton 3230.00 2584.00 99.984%CE 0.52 0.41 Point [8]
HMA_Gencore Drum Mix 500 tons 800,000 tons PM2.5 PM2.5 1.50E+00 lbs/ton 750.00 600.00 99.984%CE 0.12 0.10 Point [8], [9]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CO CO 0.07 lbs/ton 35.00 28.00 0%CE 35.00 28.00 Point [25]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CO2 GHG 33.00 lbs/ton 16500.00 13200.00 0%CE 16500.00 13200.00 Point [10]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons NOx NOx 1.23E-02 lbs/ton 6.15 4.92 0%CE 6.15 4.92 Point [25]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons SO2 SO2 3.40E-03 lbs/ton 1.70 1.36 0%CE 1.70 1.36 Point [25]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons CH4 GHG 0.40 lbs/ton 200.00 160.00 0%CE 200.00 160.00 Point [25]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons VOC VOC 0.03 lbs/ton 16.00 12.80 0%CE 16.00 12.80 Point [11]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Antimony HAP 3.56E-07 lbs/ton 1.78E-04 1.43E-04 1.80E-07 lbs/ton 9.00E-05 7.20E-05 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Arsenic HAP 1.11E-06 lbs/ton 5.54E-04 4.44E-04 5.60E-07 lbs/ton 2.80E-04 2.24E-04 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Cadmium HAP 8.12E-07 lbs/ton 4.06E-04 3.25E-04 4.10E-07 lbs/ton 2.05E-04 1.64E-04 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Chromium HAP 1.09E-05 lbs/ton 5.45E-03 4.36E-03 5.50E-06 lbs/ton 2.75E-03 2.20E-03 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Cobalt HAP 5.15E-08 lbs/ton 2.57E-05 2.06E-05 2.60E-08 lbs/ton 1.30E-05 1.04E-05 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Hexavalent chromium HAP 8.91E-07 lbs/ton 4.46E-04 3.56E-04 4.50E-07 lbs/ton 2.25E-04 1.80E-04 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Lead HAP 1.23E-06 lbs/ton 6.14E-04 4.91E-04 6.20E-07 lbs/ton 3.10E-04 2.48E-04 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Manganese HAP 1.52E-05 lbs/ton 7.62E-03 6.10E-03 7.70E-06 lbs/ton 3.85E-03 3.08E-03 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Mercury HAP 4.75E-07 lbs/ton 2.38E-04 1.90E-04 2.40E-07 lbs/ton 1.20E-04 9.60E-05 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Nickel HAP 1.25E-04 lbs/ton 6.24E-02 4.99E-02 6.30E-05 lbs/ton 3.15E-02 2.52E-02 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Phosphorus HAP 5.54E-05 lbs/ton 2.77E-02 2.22E-02 2.80E-05 lbs/ton 1.40E-02 1.12E-02 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Selenium HAP 6.93E-07 lbs/ton 3.47E-04 2.77E-04 3.50E-07 lbs/ton 1.75E-04 1.40E-04 Point [13]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Formaldehyde HAP 3.10E-03 lbs/ton 1.55E+00 1.24E+00 3.10E-03 lbs/ton 1.55E+00 1.24E+00 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benz(a)anthracene HAP 3.90E-04 lbs/ton 1.95E-01 1.56E-01 3.90E-04 lbs/ton 1.95E-01 1.56E-01 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzene HAP 2.10E-07 lbs/ton 1.05E-04 8.40E-05 2.10E-07 lbs/ton 1.05E-04 8.40E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Methyl chloroform HAP 4.80E-05 lbs/ton 2.40E-02 1.92E-02 4.80E-05 lbs/ton 2.40E-02 1.92E-02 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Acenaphthene HAP 1.40E-06 lbs/ton 7.00E-04 5.60E-04 1.40E-06 lbs/ton 7.00E-04 5.60E-04 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Phenanthrene HAP 7.60E-06 lbs/ton 3.80E-03 3.04E-03 7.60E-06 lbs/ton 3.80E-03 3.04E-03 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Fluorene HAP 3.80E-06 lbs/ton 1.90E-03 1.52E-03 3.80E-06 lbs/ton 1.90E-03 1.52E-03 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Naphthalene HAP 9.00E-05 lbs/ton 4.50E-02 3.60E-02 9.00E-05 lbs/ton 4.50E-02 3.60E-02 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons 2-Methylnaphthalene HAP 7.40E-05 lbs/ton 3.70E-02 2.96E-02 7.40E-05 lbs/ton 3.70E-02 2.96E-02 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Ethylbenzene HAP 2.40E-04 lbs/ton 1.20E-01 9.60E-02 2.40E-04 lbs/ton 1.20E-01 9.60E-02 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Toluene HAP 1.50E-04 lbs/ton 7.50E-02 6.00E-02 1.50E-04 lbs/ton 7.50E-02 6.00E-02 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons n-Hexane HAP 9.20E-04 lbs/ton 4.60E-01 3.68E-01 9.20E-04 lbs/ton 4.60E-01 3.68E-01 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Anthracene HAP 2.20E-07 lbs/ton 1.10E-04 8.80E-05 2.20E-07 lbs/ton 1.10E-04 8.80E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Pyrene HAP 5.40E-07 lbs/ton 2.70E-04 2.16E-04 5.40E-07 lbs/ton 2.70E-04 2.16E-04 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(g,h,i)perylene HAP 4.00E-08 lbs/ton 2.00E-05 1.60E-05 4.00E-08 lbs/ton 2.00E-05 1.60E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(e)pyrene HAP 1.10E-07 lbs/ton 5.50E-05 4.40E-05 1.10E-07 lbs/ton 5.50E-05 4.40E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Indeno(1,2,3-cd)pyrene HAP 7.00E-09 lbs/ton 3.50E-06 2.80E-06 7.00E-09 lbs/ton 3.50E-06 2.80E-06 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Perylene HAP 8.80E-09 lbs/ton 4.40E-06 3.52E-06 8.80E-09 lbs/ton 4.40E-06 3.52E-06 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(b)fluoranthene HAP 1.00E-07 lbs/ton 5.00E-05 4.00E-05 1.00E-07 lbs/ton 5.00E-05 4.00E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Fluoranthene HAP 6.10E-07 lbs/ton 3.05E-04 2.44E-04 6.10E-07 lbs/ton 3.05E-04 2.44E-04 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(k)fluoranthene HAP 4.10E-08 lbs/ton 2.05E-05 1.64E-05 4.10E-08 lbs/ton 2.05E-05 1.64E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Acenaphthylene HAP 8.60E-06 lbs/ton 4.30E-03 3.44E-03 8.60E-06 lbs/ton 4.30E-03 3.44E-03 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Chrysene HAP 1.80E-07 lbs/ton 9.00E-05 7.20E-05 1.80E-07 lbs/ton 9.00E-05 7.20E-05 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Benzo(a)pyrene HAP 9.80E-09 lbs/ton 4.90E-06 3.92E-06 9.80E-09 lbs/ton 4.90E-06 3.92E-06 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Isooctane HAP 4.00E-05 lbs/ton 2.00E-02 1.60E-02 4.00E-05 lbs/ton 2.00E-02 1.60E-02 Point [12]
HMA_Gencore Drum Mix - Natural Gas 500 tons 800,000 tons Xylenes HAP 2.00E-04 lbs/ton 1.00E-01 8.00E-02 2.00E-04 lbs/ton 1.00E-01 8.00E-02 Point [12]
HMA_Gencore Hot Oil System 2.80 MMBtu 1,600 hours CO CO 8.24E-02 lbs/MMBtu 0.23 0.18 0%CE 2.31E-01 1.84E-01 Point [14]
HMA_Gencore Hot Oil System 2.80 MMBtu 1,600 hours CO2 GHG 1.18E+02 lbs/MMBtu 329.41 263.53 0%CE 3.29E+02 2.64E+02 Point [14]
HMA_Gencore Hot Oil System 2.80 MMBtu 1,600 hours Formaldehyde HAP 2.55E-11 lbs/MMBtu 7.14E-11 2.04E-11 0%CE 7.14E-11 2.04E-11 Point [14]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons PM10 PM10 5.74E-04 lbs/ton 2.87E-01 2.30E-01 0%CE 2.87E-01 2.30E-01 Point [16], [19]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons PM2.5 PM2.5 5.74E-04 lbs/ton 2.87E-01 2.30E-01 0%CE 2.87E-01 2.30E-01 Point [16], [19]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons CO CO 1.18E-03 lbs/ton 5.90E-01 4.72E-01 0%CE 5.90E-01 4.72E-01 Point [16]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons VOC VOC 1.22E-02 lbs/ton 6.09E+00 4.87E+00 50%CE 3.05E+00 2.44E+00 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons CH4 GHG 7.92E-04 lbs/ton 3.96E-01 3.17E-01 50%CE 1.98E-01 1.58E-01 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Benzene HAP 3.90E-06 lbs/ton 1.95E-03 1.56E-03 50%CE 9.75E-04 7.80E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Bromomethane HAP 5.97E-07 lbs/ton 2.99E-04 2.39E-04 50%CE 1.49E-04 1.19E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons 2-Butanone HAP 4.75E-06 lbs/ton 2.38E-03 1.90E-03 50%CE 1.19E-03 9.51E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Carbon disulfide HAP 1.95E-06 lbs/ton 9.75E-04 7.80E-04 50%CE 4.87E-04 3.90E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Chloroethane HAP 4.87E-07 lbs/ton 2.44E-04 1.95E-04 50%CE 1.22E-04 9.75E-05 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Chloromethane HAP 2.80E-06 lbs/ton 1.40E-03 1.12E-03 50%CE 7.01E-04 5.61E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Ethylbenzene HAP 4.63E-06 lbs/ton 2.32E-03 1.85E-03 50%CE 1.16E-03 9.26E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Formaldehyde HAP 8.41E-05 lbs/ton 4.20E-02 3.36E-02 50%CE 2.10E-02 1.68E-02 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons n-Hexane HAP 1.22E-05 lbs/ton 6.09E-03 4.87E-03 50%CE 3.05E-03 2.44E-03 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Isooctane HAP 3.78E-08 lbs/ton 1.89E-05 1.51E-05 50%CE 9.44E-06 7.56E-06 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Methylene chloride HAP 3.29E-08 lbs/ton 1.65E-05 1.32E-05 50%CE 8.23E-06 6.58E-06 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Styrene HAP 6.58E-07 lbs/ton 3.29E-04 2.63E-04 50%CE 1.65E-04 1.32E-04 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Toluene HAP 7.56E-06 lbs/ton 3.78E-03 3.02E-03 50%CE 1.89E-03 1.51E-03 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons m, p-Xylene HAP 2.44E-05 lbs/ton 1.22E-02 9.75E-03 50%CE 6.09E-03 4.87E-03 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons o-Xylene HAP 6.95E-06 lbs/ton 3.47E-03 2.78E-03 50%CE 1.74E-03 1.39E-03 Point [18]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Acenaphthene HAP 1.19E-05 lbs/ton 5.97E-03 4.77E-03 50%CE 2.98E-03 2.39E-03 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Acenaphthylene HAP 3.55E-07 lbs/ton 1.78E-04 1.42E-04 50%CE 8.89E-05 7.11E-05 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Anthracene HAP 3.30E-06 lbs/ton 1.65E-03 1.32E-03 50%CE 8.25E-04 6.60E-04 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Benz(a)anthracene HAP 1.42E-06 lbs/ton 7.11E-04 5.69E-04 50%CE 3.55E-04 2.84E-04 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Benzo(e)pyrene HAP 2.41E-07 lbs/ton 1.21E-04 9.65E-05 50%CE 6.03E-05 4.82E-05 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Chrysene HAP 5.33E-06 lbs/ton 2.67E-03 2.13E-03 50%CE 1.33E-03 1.07E-03 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Fluoranthene HAP 3.81E-06 lbs/ton 1.90E-03 1.52E-03 50%CE 9.52E-04 7.62E-04 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Fluorene HAP 2.56E-05 lbs/ton 1.28E-02 1.03E-02 50%CE 6.41E-03 5.13E-03 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons 2-Methylnaphthalene HAP 1.34E-04 lbs/ton 6.69E-02 5.35E-02 50%CE 3.34E-02 2.68E-02 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Naphthalene HAP 4.62E-05 lbs/ton 2.31E-02 1.85E-02 50%CE 1.16E-02 9.24E-03 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Perylene HAP 7.62E-07 lbs/ton 3.81E-04 3.05E-04 50%CE 1.90E-04 1.52E-04 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Phenanthrene HAP 4.57E-05 lbs/ton 2.29E-02 1.83E-02 50%CE 1.14E-02 9.14E-03 Point [17]
HMA_Gencore Asphalt Storage Silo 500 tons 800,000 tons Pyrene HAP 1.12E-05 lbs/ton 5.59E-03 4.47E-03 50%CE 2.79E-03 2.23E-03 Point [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons PM10 PM10 5.22E-04 lbs/ton 2.61E-01 2.09E-01 0%CE 2.61E-01 2.09E-01 Fugitive [16], [19]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons PM2.5 PM2.5 5.22E-04 lbs/ton 2.61E-01 2.09E-01 0%CE 2.61E-01 2.09E-01 Fugitive [16], [19]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons CO CO 1.35E-03 lbs/ton 6.76E-01 5.40E-01 0%CE 6.76E-01 5.40E-01 Fugitive [16]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons VOC VOC 3.91E-03 lbs/ton 1.95E+00 1.56E+00 0%CE 1.95E+00 1.56E+00 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons CH4 GHG 2.70E-04 lbs/ton 1.35E-01 1.08E-01 0%CE 1.35E-01 1.08E-01 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzene HAP 2.16E-06 lbs/ton 1.08E-03 8.65E-04 0%CE 1.08E-03 8.65E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Bromomethane HAP 3.99E-07 lbs/ton 2.00E-04 1.60E-04 0%CE 2.00E-04 1.60E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons 2-Butanone HAP 2.04E-06 lbs/ton 1.02E-03 8.15E-04 0%CE 1.02E-03 8.15E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Carbon disulfide HAP 5.41E-07 lbs/ton 2.70E-04 2.16E-04 0%CE 2.70E-04 2.16E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chloroethane HAP 8.73E-09 lbs/ton 4.37E-06 3.49E-06 0%CE 4.37E-06 3.49E-06 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chloromethane HAP 6.24E-07 lbs/ton 3.12E-04 2.50E-04 0%CE 3.12E-04 2.50E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Cumene HAP 4.57E-06 lbs/ton 2.29E-03 1.83E-03 0%CE 2.29E-03 1.83E-03 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Ethylbenzene HAP 1.16E-05 lbs/ton 5.82E-03 4.66E-03 0%CE 5.82E-03 4.66E-03 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Formaldehyde HAP 3.66E-06 lbs/ton 1.83E-03 1.46E-03 0%CE 1.83E-03 1.46E-03 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons n-Hexane HAP 6.24E-06 lbs/ton 3.12E-03 2.50E-03 0%CE 3.12E-03 2.50E-03 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Isooctane HAP 7.49E-08 lbs/ton 3.74E-05 2.99E-05 0%CE 3.74E-05 2.99E-05 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Styrene HAP 3.04E-07 lbs/ton 1.52E-04 1.21E-04 0%CE 1.52E-04 1.21E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Tetrachloroethene HAP 3.20E-07 lbs/ton 1.60E-04 1.28E-04 0%CE 1.60E-04 1.28E-04 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Toluene HAP 8.73E-06 lbs/ton 4.37E-03 3.49E-03 0%CE 4.37E-03 3.49E-03 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Trichlorofluoromethane HAP 5.41E-08 lbs/ton 2.70E-05 2.16E-05 0%CE 2.70E-05 2.16E-05 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons m, p-Xylene HAP 1.71E-05 lbs/ton 8.53E-03 6.82E-03 0%CE 8.53E-03 6.82E-03 Fugitive [18]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons o-Xylene HAP 3.33E-06 lbs/ton 1.66E-03 1.33E-03 0%CE 1.66E-03 1.33E-03 Fugitive [18]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Acenaphthene HAP 8.86E-07 lbs/ton 4.43E-04 3.55E-04 0%CE 4.43E-04 3.55E-04 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Acenaphthylene HAP 9.55E-08 lbs/ton 4.77E-05 3.82E-05 0%CE 4.77E-05 3.82E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Anthracene HAP 2.39E-07 lbs/ton 1.19E-04 9.55E-05 0%CE 1.19E-04 9.55E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benz(a)anthracene HAP 6.48E-08 lbs/ton 3.24E-05 2.59E-05 0%CE 3.24E-05 2.59E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(b)fluoranthene HAP 2.59E-08 lbs/ton 1.30E-05 1.04E-05 0%CE 1.30E-05 1.04E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(k)fluoranthene HAP 7.50E-09 lbs/ton 3.75E-06 3.00E-06 0%CE 3.75E-06 3.00E-06 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(g,h,i)perylene HAP 6.48E-09 lbs/ton 3.24E-06 2.59E-06 0%CE 3.24E-06 2.59E-06 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(a)pyrene HAP 7.84E-09 lbs/ton 3.92E-06 3.14E-06 0%CE 3.92E-06 3.14E-06 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Benzo(e)pyrene HAP 2.66E-08 lbs/ton 1.33E-05 1.06E-05 0%CE 1.33E-05 1.06E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Chrysene HAP 3.51E-07 lbs/ton 1.76E-04 1.40E-04 0%CE 1.76E-04 1.40E-04 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Dibenzo(a,h)anthracene HAP 1.26E-09 lbs/ton 6.31E-07 5.05E-07 0%CE 6.31E-07 5.05E-07 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Fluoranthene HAP 1.70E-07 lbs/ton 8.52E-05 6.82E-05 0%CE 8.52E-05 6.82E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Fluorene HAP 2.63E-06 lbs/ton 1.31E-03 1.05E-03 0%CE 1.31E-03 1.05E-03 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Indeno(1,2,3-cd)pyrene HAP 1.60E-09 lbs/ton 8.01E-07 6.41E-07 0%CE 8.01E-07 6.41E-07 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons 2-Methylnaphthalene HAP 8.11E-06 lbs/ton 4.06E-03 3.25E-03 0%CE 4.06E-03 3.25E-03 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Naphthalene HAP 4.26E-06 lbs/ton 2.13E-03 1.70E-03 0%CE 2.13E-03 1.70E-03 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Perylene HAP 7.50E-08 lbs/ton 3.75E-05 3.00E-05 0%CE 3.75E-05 3.00E-05 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Phenanthrene HAP 2.76E-06 lbs/ton 1.38E-03 1.10E-03 0%CE 1.38E-03 1.10E-03 Fugitive [17]
HMA_Gencore Asphalt Loadout 500 tons 800,000 tons Pyrene HAP 5.11E-07 lbs/ton 2.56E-04 2.05E-04 0%CE 2.56E-04 2.05E-04 Fugitive [17]
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity VOC VOC BTECS - 7.44E-02 3.26E-01 0%CE 0.074364736 0.325717546 Point [24]
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Benzene HAP BTECS - 6.88E-04 3.02E-03 0%CE 0.00068846 0.003015455 Point [24]
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Ethylbenzene HAP BTECS - 2.97E-04 1.30E-03 0%CE 0.000296983 0.001300785 Point [24]
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Naphthalene HAP BTECS - 1.03E-03 4.52E-03 0%CE 0.001032278 0.004521376 Point [24]
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Toluene HAP BTECS - 1.74E-03 7.60E-03 0%CE 0.001735936 0.007603401 Point [24]
HMA_Gencore Asphalt Cement Tank 1 30,000 gallons tank capacity Xylene (m)HAP BTECS - 1.60E-03 7.00E-03 0%CE 0.001598906 0.007003208 Point [24]
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity VOC VOC BTECS - 7.44E-02 3.26E-01 0%CE 0.074364736 0.325717546 Point [24]
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Benzene HAP BTECS - 6.88E-04 3.02E-03 0%CE 0.00068846 0.003015455 Point [24]
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Ethylbenzene HAP BTECS - 2.97E-04 1.30E-03 0%CE 0.000296983 0.001300785 Point [24]
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Naphthalene HAP BTECS - 1.03E-03 4.52E-03 0%CE 0.001032278 0.004521376 Point [24]
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Toluene HAP BTECS - 1.74E-03 7.60E-03 0%CE 0.001735936 0.007603401 Point [24]
HMA_Gencore Asphalt Cement Tank 2 30,000 gallons tank capacity Xylene (m)HAP BTECS - 1.60E-03 7.00E-03 0%CE 0.001598906 0.007003208 Point [24]
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity VOC VOC BTECS - 7.44E-02 3.26E-01 0%CE 0.074364736 0.325717546 Point [24]
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Benzene HAP BTECS - 6.88E-04 3.02E-03 0%CE 0.00068846 0.003015455 Point [24]
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Ethylbenzene HAP BTECS - 2.97E-04 1.30E-03 0%CE 0.000296983 0.001300785 Point [24]
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Naphthalene HAP BTECS - 1.03E-03 4.52E-03 0%CE 0.001032278 0.004521376 Point [24]
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Toluene HAP BTECS - 1.74E-03 7.60E-03 0%CE 0.001735936 0.007603401 Point [24]
HMA_Gencore Asphalt Cement Tank 3 30,000 gallons tank capacity Xylene (m)HAP BTECS - 1.60E-03 7.00E-03 0%CE 0.001598906 0.007003208 Point [24]
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity VOC VOC BTECS - 7.44E-02 3.26E-01 0%CE 0.074364736 0.325717546 Point [24]
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Benzene HAP BTECS - 6.88E-04 3.02E-03 0%CE 0.00068846 0.003015455 Point [24]
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Ethylbenzene HAP BTECS - 2.97E-04 1.30E-03 0%CE 0.000296983 0.001300785 Point [24]
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Naphthalene HAP BTECS - 1.03E-03 4.52E-03 0%CE 0.001032278 0.004521376 Point [24]
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Toluene HAP BTECS - 1.74E-03 7.60E-03 0%CE 0.001735936 0.007603401 Point [24]
HMA_Gencore Asphalt Cement Tank 4 30,000 gallons tank capacity Xylene (m)HAP BTECS - 1.60E-03 7.00E-03 0%CE 0.001598906 0.007003208 Point [24]
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity VOC VOC BTECS - 7.44E-02 3.26E-01 0%CE 0.074364736 0.325717546 Point [24]
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Benzene HAP BTECS - 6.88E-04 3.02E-03 0%CE 0.00068846 0.003015455 Point [24]
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Ethylbenzene HAP BTECS - 2.97E-04 1.30E-03 0%CE 0.000296983 0.001300785 Point [24]
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Naphthalene HAP BTECS - 1.03E-03 4.52E-03 0%CE 0.001032278 0.004521376 Point [24]
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Toluene HAP BTECS - 1.74E-03 7.60E-03 0%CE 0.001735936 0.007603401 Point [24]
HMA_Gencore Asphalt Cement Tank 5 30,000 gallons tank capacity Xylene (m)HAP BTECS - 1.60E-03 7.00E-03 0%CE 0.001598906 0.007003208 Point [24]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity VOC VOC BTECS - 7.44E-02 3.26E-01 0%CE 0.074364736 0.325717546 Point [24]
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Benzene HAP BTECS - 6.88E-04 3.02E-03 0%CE 0.00068846 0.003015455 Point [24]
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Ethylbenzene HAP BTECS - 2.97E-04 1.30E-03 0%CE 0.000296983 0.001300785 Point [24]
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Naphthalene HAP BTECS - 1.03E-03 4.52E-03 0%CE 0.001032278 0.004521376 Point [24]
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Toluene HAP BTECS - 1.74E-03 7.60E-03 0%CE 0.001735936 0.007603401 Point [24]
HMA_Gencore Asphalt Cement Tank 6 30,000 gallons tank capacity Xylene (m)HAP BTECS - 1.60E-03 7.00E-03 0%CE 0.001598906 0.007003208 Point [24]
Throughput Comments & Assumptions:
Pollutant AP-42 11.1 HMA (lbs/ton)Gencore
(lbs/ton)
CO 0.13 0.07
NOx 0.026 0.0123
SO2 0.0034 0.0034
VOC 0.032 NA
Emission Factor References & Assumptions:
- The amount of RAP used in hot mix asphalt operations is based on the composition of aggregate and RAP in the asphalt mix. Hot mix asphalt is approximately 94% aggregate and the aggregate used is approximately 50% RAP. The maximum
throughput for RAP is calculated by multiplying the maximum hourly and annual process throughputs by the percentage of aggregate in hot melt asphalt, multiplied by the percentage of RAP in the aggregate. RAP only passes through the process once,
so no scaling factor is applied to the RAP screens or conveyors.
- The amount of lime used in hot mix asphalt operations is approximately 4%wt. The maximum throughput for the lime silos is calculated by multiplying the maximum hourly and annual process throughputs by the percentage of lime in the mixture.
- The hot mix asphalt drum is natural gas and waste oil fired. Emissions are calculated based on the maximum hourly and annual process throughputs for the hot mix asphalt process for both fuel types. Emissions from the drum both from material
processing and fuel combustion are vented to a fabric filter for control.
- Hot mix asphalt silos have a rated capacity of 300 tons and there are a total of 6 silos for the hot mix asphalt process. The throughput for the silos is limited by the maximum throughput of the HMA drum.
- The hot oil system associated with the gencore hot mix asphalt process uses natural gas and has a maximum capacity of 2.8 MMBtu/hour.
[1]AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Conveyor Transfer Point
[2]AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Screening
[3]Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[4]AP-42 11.19.2-2
[5]AP-42, 11.17 Lime Manufacturing, Table 11.17-4 Emission Factors for Lime Manufacturing Raw Material and Product Processing and Handling - Product transfer and conveying
[6]PM10 speciation ratio of 0.48 PM10/TSP applied to PM emission factor based on An Update on the Use of Particulate Ratios to Assess Likely PM10 Attainment Status, Table 7 prepared by EPA June 1984
[7]Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[8]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-3 Particulate Matter Emission Factors for Drum Mix Hot Asphalt Plants - Dryer Uncontrolled & Dryer Fabric Filter
[9]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-4 Summary of Particulate Size Distribution for Drum Mix Dryers - Dryer Uncontrolled & Dryer Fabric Filter
[10]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-7 Emission Factors for CO, CO2, NOx, and SO2 from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer
[11]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-8 Emission Factors for TOC, Methane, and VOC from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer
[12]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas fired dryer with fabric filter
[13]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants - Natural gas or propane fired dryer, with fabric filter & No. 2 fuel oil-fired dryer or waste oil/drain oil/No. 6 fuel oil-fired
[14]AP-42, 11.1 Hot Asphalt Plants, 11.1-13 Emission Factors for Hot Mix Asphalt Hot Oil Systems - natural gas fired
[15]AP-42, 11.1-13 Emission Factors for Hot Oil System fired with Natural Gas
[16]AP-42, 11.1 Hot Mix Asphalt, Table 11.1-14 Predictive Emission Factor Equations for Load-Out and Silo Filling Operations
[17]AP-42, 11.1 Hot Mix Asphalt, Table 11.1-15 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Particulate-Based Compounds
[18]AP-42, 11.1 Hot Mix Asphalt, Table 11.1-16 Speciation Profiles for Load-Out, Silo Filling, and Asphalt Storage Emissions - Organic Volatile-Based Compounds
[19]Emission factors specific to PM 10 and PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of Total PM = PM10 = PM2.5. Table 11.1-14 reference (b) notes that "Total PM is assumed to be predominantly PM-2.5 since
[20]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-9
[21]Emission factors specific to VOC are not provided in AP-42, thus it is conservatively estimated that TOC = VOC. Speciation of VOC emissions for HAPS is not provided specific to TOC emissions from transportation of asphalt following load out.
[22]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-12 Emission Factors for Metal Emissions from Drum Mix Hot Mix Asphalt Plants does not provide uncontrolled emission factors for metal HAPs. An uncontrolled emission factor was derived based on
an estimated 98% removal efficiency for a fabric filter.
[23]AP-42, 11.1 Hot Mix Asphalt Plants, Table 11.1-10 Emission Factors for Organic Pollutant Emissions from Drum Mix Hot Mix Asphalt Plants does not provide uncontrolled emission factors for organic HAPs. The uncontrolled emission factors are
assumed to be equal to the controlled emission factors since it is assumed that the fabric filter used as control in the data provided by AP-42 would not significantly reduce organic emissions.
[24]Asphalt cement tank emissions are calculated using the Barr Tank Emission Calculation Spreadsheet (BTECS). The output of the calculations is included in the table. Refer to BTECS document for details associated with calculations.
[25]Gencore provided data
Staker Parson | Point of the Mountain
Potential to Emit
Input Input Calculated Calculated or controlled EF Calculated Calculated
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
RMC - PS Loader to Hopper 360 tons 968,747 tons PM10 PM10 1.00E-04 lbs/ton 0.04 0.05 0%CE 0.04 0.05 Fugitive [1]
RMC - PS Loader to Hopper 360 tons 968,747 tons PM2.5 PM2.5 1.00E-04 lbs/ton 0.04 0.05 0%CE 0.04 0.05 Fugitive [1], [2]
RMC - PS Aggregate Transfer to Elevated Bin 187 tons 501,219 tons PM10 PM10 3.30E-03 lbs/ton 0.62 0.83 0%CE 0.62 0.83 Point [6]
RMC - PS Aggregate Transfer to Elevated Bin 187 tons 501,219 tons PM2.5 PM2.5 3.30E-03 lbs/ton 0.62 0.83 0%CE 0.62 0.83 Point [2], [6]
RMC - PS Sand Transfer to Elevated Bin 143 tons 383,775 tons PM10 PM10 9.90E-04 lbs/ton 0.14 0.19 0%CE 0.14 0.19 Point [6]
RMC - PS Sand Transfer to Elevated Bin 143 tons 383,775 tons PM2.5 PM2.5 9.90E-04 lbs/ton 0.14 0.19 0%CE 0.14 0.19 Point [2], [6]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 0%CE 2.00E-02 2.69E-02 Point [3], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 0%CE 2.00E-02 2.69E-02 Point [2], [3], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP 4.12E-07 lbs/yd3 8.25E-05 1.11E-04 1.04E-09 lbs/yd3 2.08E-07 2.80E-07 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP 4.39E-09 lbs/yd3 8.79E-07 1.18E-06 1.19E-10 lbs/yd3 2.39E-08 3.21E-08 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP 5.74E-08 lbs/yd3 1.15E-05 1.54E-05 1.15E-09 lbs/yd3 2.30E-07 3.09E-07 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP 6.19E-08 lbs/yd3 1.24E-05 1.66E-05 7.12E-09 lbs/yd3 1.42E-06 1.91E-06 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP 1.81E-07 lbs/yd3 3.61E-05 4.86E-05 2.68E-09 lbs/yd3 5.35E-07 7.19E-07 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP 4.96E-05 lbs/yd3 9.92E-03 1.33E-02 2.87E-08 lbs/yd3 5.74E-06 7.72E-06 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP 4.32E-06 lbs/yd3 8.64E-04 1.16E-03 1.03E-08 lbs/yd3 2.05E-06 2.76E-06 Point [5], [8]
RMC - PS Cement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP 2.90E-06 lbs/yd3 5.79E-04 2.54E-03 5.79E-08 lbs/yd3 1.16E-05 1.56E-05 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point [3], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point [2], [3], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP 1.45E-05 lbs/yd3 2.89E-03 3.89E-03 3.65E-08 lbs/yd3 7.30E-06 9.81E-06 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP 1.22E-07 lbs/yd3 2.43E-05 3.27E-05 3.30E-09 lbs/yd3 6.60E-07 8.87E-07 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP 3.61E-10 lbs/yd3 7.23E-08 9.71E-08 7.23E-12 lbs/yd3 1.45E-09 1.94E-09 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP 3.87E-07 lbs/yd3 7.74E-05 1.04E-04 4.45E-08 lbs/yd3 8.91E-06 1.20E-05 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP 1.28E-06 lbs/yd3 2.56E-04 3.44E-04 1.90E-08 lbs/yd3 3.80E-06 5.10E-06 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP 1.61E-05 lbs/yd3 3.23E-03 4.34E-03 9.34E-09 lbs/yd3 1.87E-06 2.51E-06 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP 3.50E-05 lbs/yd3 7.01E-03 9.42E-03 8.32E-08 lbs/yd3 1.66E-05 2.24E-05 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP 6.46E-06 lbs/yd3 1.29E-03 5.66E-03 1.29E-07 lbs/yd3 2.58E-05 3.47E-05 Point [5], [8]
RMC - PS Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Selenium HAP 1.32E-07 lbs/yd3 2.64E-05 3.55E-05 2.64E-09 lbs/yd3 5.29E-07 7.10E-07 Point [5], [8]
RMC - PS Weigh Hopper Loading 200 yd3 537,500 yd3 PM10 PM10 3.80E-03 lbs/yd3 0.76 1.02 0%CE 0.76 1.02 Point [3], [8]
RMC - PS Weigh Hopper Loading 200 yd3 537,500 yd3 PM2.5 PM2.5 3.80E-03 lbs/yd3 0.76 1.02 0%CE 0.76 1.02 Point [2], [3], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 PM10 PM10 1.91E-02 lbs/yd3 5.37 7.22 7.83E-04 lbs/yd3 0.22 0.30 Point [4], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 PM2.5 PM2.5 1.76E-03 lbs/yd3 0.50 0.67 1.72E-04 lbs/yd3 0.05 0.07 Point [4], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Arsenic HAP 1.69E-05 lbs/yd3 4.75E-03 6.39E-03 5.96E-07 lbs/yd3 1.68E-04 2.26E-04 Point [5], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Cadmium HAP 2.37E-08 lbs/yd3 6.69E-06 8.99E-06 1.43E-09 lbs/yd3 4.03E-07 5.41E-07 Point [5], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Total Chromium HAP 2.86E-06 lbs/yd3 8.05E-04 1.08E-03 2.56E-07 lbs/yd3 7.20E-05 9.68E-05 Point [5], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Lead HAP 7.69E-07 lbs/yd3 2.17E-04 2.91E-04 7.36E-08 lbs/yd3 2.08E-05 2.79E-05 Point [5], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Manganese HAP 1.23E-04 lbs/yd3 3.47E-02 4.66E-02 7.61E-06 lbs/yd3 2.14E-03 2.88E-03 Point [5], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Nickel HAP 6.60E-06 lbs/yd3 1.86E-03 2.50E-03 4.99E-07 lbs/yd3 1.41E-04 1.89E-04 Point [5], [8]
RMC - PS Mixer Loading 282 yd3 757,546 yd3 Phosphorus HAP 4.06E-05 lbs/yd3 1.15E-02 5.02E-02 2.41E-06 lbs/yd3 6.81E-04 9.15E-04 Point [5], [8]
RMC - PS Conveyors 2,060 tons 5,535,694 tons PM10 PM10 1.10E-03 lbs/ton 2.27 3.045 4.60E-05 lbs/ton 9.48E-02 1.27E-01 Fugitive [8], [9]
RMC - PS Conveyors 2,060 tons 5,535,694 tons PM2.5 PM2.5 1.10E-03 lbs/ton 2.27 3.045 1.30E-06 lbs/ton 2.68E-03 3.60E-03 Fugitive [8], [9], [2] - uncontrolled
RMC - PW Loader to Hopper 229 tons 615,801 tons PM10 PM10 1.00E-04 lbs/ton 0.02 0.03 0%CE 0.02 0.03 Fugitive [1]
RMC - PW Loader to Hopper 229 tons 615,801 tons PM2.5 PM2.5 1.00E-04 lbs/ton 0.02 0.03 0%CE 0.02 0.03 Fugitive [1], [2]
RMC - PW Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10 3.10E-03 lbs/yd3 0.62 0.83 0.0031 lbs/yd3 0.62 0.83 Point [6]
RMC - PW Aggregate Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5 3.10E-03 lbs/yd3 0.62 0.83 0.0031 lbs/yd3 0.62 0.83 Point [2], [6]
RMC - PW Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM10 PM10 7.00E-04 lbs/yd3 0.14 0.19 7.00E-04 lbs/yd3 0.14 0.19 Point [6]
RMC - PW Sand Transfer to Elevated Bin 200 yd3 537,500 yd3 PM2.5 PM2.5 7.00E-04 lbs/yd3 0.14 0.19 7.00E-04 lbs/yd3 0.14 0.19 Point [2], [6]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10 1.00E-04 lbs/yd3 0.02 0.03 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 Point [3], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5 1.00E-04 lbs/yd3 0.02 0.03 1.00E-04 lbs/yd3 2.00E-02 2.69E-02 Point [3], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP 4.12E-07 lbs/yd3 8.25E-05 1.11E-04 1.04E-09 lbs/yd3 2.08E-07 2.80E-07 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP 4.39E-09 lbs/yd3 8.79E-07 1.18E-06 1.19E-10 lbs/yd3 2.39E-08 3.21E-08 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP 5.74E-08 lbs/yd3 1.15E-05 1.54E-05 1.15E-09 lbs/yd3 2.30E-07 3.09E-07 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP 6.19E-08 lbs/yd3 1.24E-05 1.66E-05 7.12E-09 lbs/yd3 1.42E-06 1.91E-06 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP 1.81E-07 lbs/yd3 3.61E-05 4.86E-05 2.68E-09 lbs/yd3 5.35E-07 7.19E-07 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP 4.96E-05 lbs/yd3 9.92E-03 1.33E-02 2.87E-08 lbs/yd3 5.74E-06 7.72E-06 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP 4.32E-06 lbs/yd3 8.64E-04 1.16E-03 1.03E-08 lbs/yd3 2.05E-06 2.76E-06 Point [5], [8]
RMC - PW Cement Loading to Storage Silo 200 yd3 537,500 yd3 Phosphorus HAP 2.90E-06 lbs/yd3 5.79E-04 2.54E-03 5.79E-08 lbs/yd3 1.16E-05 1.56E-05 Point [5], [8]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM10 PM10 2.00E-04 lbs/yd3 4.00E-02 0.05 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point [3], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 PM2.5 PM2.5 2.00E-04 lbs/yd3 4.00E-02 0.05 2.00E-04 lbs/yd3 4.00E-02 5.38E-02 Point [3], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Arsenic HAP 1.98E-06 lbs/yd3 3.96E-04 5.32E-04 1.00E-06 lbs/yd3 2.00E-04 2.69E-04 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Beryllium HAP 1.79E-07 lbs/yd3 3.58E-05 4.81E-05 9.04E-08 lbs/yd3 1.81E-05 2.43E-05 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Cadmium HAP 3.92E-10 lbs/yd3 7.84E-08 1.05E-07 1.98E-10 lbs/yd3 3.96E-08 5.32E-08 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Total Chromium HAP 2.42E-06 lbs/yd3 4.83E-04 6.49E-04 1.22E-06 lbs/yd3 2.44E-04 3.28E-04 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Lead HAP 1.03E-06 lbs/yd3 2.06E-04 2.77E-04 5.20E-07 lbs/yd3 1.04E-04 1.40E-04 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Manganese HAP 5.07E-07 lbs/yd3 1.01E-04 1.36E-04 2.56E-07 lbs/yd3 5.12E-05 6.88E-05 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Nickel HAP 4.51E-06 lbs/yd3 9.03E-04 1.21E-03 2.28E-06 lbs/yd3 4.56E-04 6.13E-04 Point [5], [8]
RMC - PW Cement Supplement Loading to Storage Silo 200 yd3 537,500 yd3 Selenium HAP 1.43E-07 lbs/yd3 2.87E-05 3.85E-05 7.24E-08 lbs/yd3 1.45E-05 1.95E-05 Point [5], [8]
RMC - PW Weigh Hopper Loading 200 yd3 537,500 yd3 PM10 PM10 3.80E-03 lbs/yd3 0.76 1.02 3.80E-03 lbs/yd3 0.76 1.02 Fugitive [3], [8]
RMC - PW Weigh Hopper Loading 200 yd3 537,500 yd3 PM2.5 PM2.5 3.80E-03 lbs/yd3 0.76 1.02 3.80E-03 lbs/yd3 0.76 1.02 Fugitive [3], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 PM10 PM10 1.91E-02 lbs/yd3 3.58 4.82 7.83E-04 lbs/yd3 0.15 0.20 Fugitive [4], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 PM2.5 PM2.5 1.76E-03 lbs/yd3 0.33 0.45 1.72E-04 lbs/yd3 0.03 0.04 Fugitive [4], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Arsenic HAP 1.69E-05 lbs/yd3 3.17E-03 4.26E-03 5.96E-07 lbs/yd3 1.12E-04 1.51E-04 Fugitive [5], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Cadmium HAP 2.37E-08 lbs/yd3 4.47E-06 6.00E-06 1.43E-09 lbs/yd3 2.69E-07 3.61E-07 Fugitive [5], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Total Chromium HAP 2.86E-06 lbs/yd3 5.37E-04 7.22E-04 2.56E-07 lbs/yd3 4.81E-05 6.46E-05 Fugitive [5], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Lead HAP 7.69E-07 lbs/yd3 1.45E-04 1.94E-04 7.36E-08 lbs/yd3 1.38E-05 1.86E-05 Fugitive [5], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Manganese HAP 1.23E-04 lbs/yd3 2.32E-02 3.11E-02 7.61E-06 lbs/yd3 1.43E-03 1.92E-03 Fugitive [5], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Nickel HAP 6.60E-06 lbs/yd3 1.24E-03 1.67E-03 4.99E-07 lbs/yd3 9.38E-05 1.26E-04 Fugitive [5], [8]
RMC - PW Mixer Loading 188 yd3 505,442 yd3 Phosphorus HAP 4.06E-05 lbs/yd3 7.64E-03 3.35E-02 2.41E-06 lbs/yd3 4.54E-04 6.10E-04 Fugitive [5], [8]
RMC - PW Conveyors 1,309 tons 3,518,862 tons PM10 PM10 1.10E-03 lbs/ton 1.44 1.935 4.60E-07 lb/ton 1.44 1.94 Fugitive [9], [8]
RMC - PW Conveyors 1,309 tons 3,518,862 tons PM2.5 PM2.5 1.10E-03 lbs/ton 1.44 1.935 1.30E-07 lb/ton 1.44 1.94 Fugitive [9], [8], [2]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours CO CO 8.24E-02 lbs/MMBtu 8.24E-01 3.61 0%CE 0.82 3.61 Point [10]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours NOx NOx 9.80E-02 lbs/MMBtu 9.80E-01 4.29 0%CE 0.98 4.29 Point [10]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours SO2 SO2 5.88E-04 lbs/MMBtu 5.88E-03 0.03 0%CE 0.01 0.03 Point [11]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours PM10 PM10 7.45E-03 lbs/MMBtu 0.07 0.33 0%CE 0.07 0.33 Point [11]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours PM2.5 PM2.5 7.45E-03 lbs/MMBtu 0.07 0.33 0%CE 0.07 0.33 Point [11], [2]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Lead Lead 4.90E-07 lbs/MMBtu 4.90E-06 2.15E-05 0%CE 4.90E-06 2.15E-05 Point [11]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours VOC VOC 5.39E-03 lbs/MMBtu 0.05 0.24 0%CE 0.05 0.24 Point [11]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours 2-Methylnaphthale HAP 2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours 3-Methylchloranthr HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours 7,12-Dimethylbenz(HAP 1.57E-08 lbs/MMBtu 1.57E-07 6.87E-07 0%CE 1.57E-07 6.87E-07 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Acenaphthene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Acenaphthylene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Anthracene HAP 2.35E-09 lbs/MMBtu 2.35E-08 1.03E-07 0%CE 2.35E-08 1.03E-07 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benz(a)anthracene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzene HAP 2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(a)pyrene HAP 1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(b)fluoranthe HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(g,h,i)perylen HAP 1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Benzo(k)fluoranthe HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Chrysene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Dibenzo(a,h)anthra HAP 1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Dichlorobenzene HAP 1.18E-06 lbs/MMBtu 1.18E-05 5.15E-05 0%CE 1.18E-05 5.15E-05 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Fluoranthene HAP 2.94E-09 lbs/MMBtu 2.94E-08 1.29E-07 0%CE 2.94E-08 1.29E-07 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Fluorene HAP 2.75E-09 lbs/MMBtu 2.75E-08 1.20E-07 0%CE 2.75E-08 1.20E-07 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Formaldehyde HAP 7.35E-05 lbs/MMBtu 7.35E-04 3.22E-03 0%CE 7.35E-04 3.22E-03 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours n-Hexane HAP 1.76E-03 lbs/MMBtu 1.76E-02 7.73E-02 0%CE 1.76E-02 7.73E-02 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Indeno(1,2,3-cd)py HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Naphthalene HAP 5.98E-07 lbs/MMBtu 5.98E-06 2.62E-05 0%CE 5.98E-06 2.62E-05 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Phenanthrene HAP 1.67E-08 lbs/MMBtu 1.67E-07 7.30E-07 0%CE 1.67E-07 7.30E-07 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Pyrene HAP 4.90E-09 lbs/MMBtu 4.90E-08 2.15E-07 0%CE 4.90E-08 2.15E-07 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Toluene HAP 3.33E-06 lbs/MMBtu 3.33E-05 1.46E-04 0%CE 3.33E-05 1.46E-04 Point [12]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Arsenic HAP 1.96E-07 lbs/MMBtu 1.96E-06 8.59E-06 0%CE 1.96E-06 8.59E-06 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Beryllium HAP 1.18E-08 lbs/MMBtu 1.18E-07 5.15E-07 0%CE 1.18E-07 5.15E-07 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Cadmium HAP 1.08E-06 lbs/MMBtu 1.08E-05 4.72E-05 0%CE 1.08E-05 4.72E-05 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Chromium HAP 1.37E-06 lbs/MMBtu 1.37E-05 6.01E-05 0%CE 1.37E-05 6.01E-05 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Cobalt HAP 8.24E-08 lbs/MMBtu 8.24E-07 3.61E-06 0%CE 8.24E-07 3.61E-06 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Manganese HAP 3.73E-07 lbs/MMBtu 3.73E-06 1.63E-05 0%CE 3.73E-06 1.63E-05 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Mercury HAP 2.55E-07 lbs/MMBtu 2.55E-06 1.12E-05 0%CE 2.55E-06 1.12E-05 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Nickel HAP 2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours Selenium HAP 2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point [13]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours CO2 GHG 1.18E+02 lbs/MMBtu 1176.47 5.15E+03 0%CE 1176.47 5152.94 Point [11]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours CH4 GHG 5.64E-02 lbs/MMBtu 0.56 2.47E+00 0%CE 0.56 2.47 Point [11]
RMC - PS Water Heater #1 10 MMBtu 8,760 hours N2O GHG 6.43E-01 lbs/MMBtu 6.43 2.82E+01 0%CE 6.43 28.15 Point [11]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
RMC - PW Water Heater #2 10 MMBtu 8,760 hours CO CO 8.24E-02 lbs/MMBtu 0.82 3.61E+00 0%CE 0.82 3.61 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours NOx NOx 9.80E-02 lbs/MMBtu 0.98 4.29E+00 0%CE 0.98 4.29 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours SO2 SO2 5.88E-04 lbs/MMBtu 0.01 2.58E-02 0%CE 0.01 0.03 Point [11]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours PM10 PM10 7.45E-03 lbs/MMBtu 0.07 3.26E-01 0%CE 0.07 0.33 Point [11]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours PM2.5 PM2.5 7.45E-03 lbs/MMBtu 0.07 3.26E-01 0%CE 0.07 0.33 Point [11], [2]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Lead Lead 4.90E-07 lbs/MMBtu 4.90E-06 2.15E-05 0%CE 4.90E-06 2.15E-05 Point [11]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours VOC VOC 5.39E-03 lbs/MMBtu 0.05 2.36E-01 0%CE 0.05 0.24 Point [11]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours 2-Methylnaphthale HAP 2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours 3-Methylchloranthr HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours 7,12-Dimethylbenz(HAP 1.57E-08 lbs/MMBtu 1.57E-07 6.87E-07 0%CE 1.57E-07 6.87E-07 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Acenaphthene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Acenaphthylene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Anthracene HAP 2.35E-09 lbs/MMBtu 2.35E-08 1.03E-07 0%CE 2.35E-08 1.03E-07 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benz(a)anthracene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzene HAP 2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(a)pyrene HAP 1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(b)fluoranthe HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(g,h,i)perylen HAP 1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Benzo(k)fluoranthe HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Chrysene HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Dibenzo(a,h)anthra HAP 1.18E-09 lbs/MMBtu 1.18E-08 5.15E-08 0%CE 1.18E-08 5.15E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Dichlorobenzene HAP 1.18E-06 lbs/MMBtu 1.18E-05 5.15E-05 0%CE 1.18E-05 5.15E-05 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Fluoranthene HAP 2.94E-09 lbs/MMBtu 2.94E-08 1.29E-07 0%CE 2.94E-08 1.29E-07 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Fluorene HAP 2.75E-09 lbs/MMBtu 2.75E-08 1.20E-07 0%CE 2.75E-08 1.20E-07 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Formaldehyde HAP 7.35E-05 lbs/MMBtu 7.35E-04 3.22E-03 0%CE 7.35E-04 3.22E-03 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours n-Hexane HAP 1.76E-03 lbs/MMBtu 1.76E-02 7.73E-02 0%CE 1.76E-02 7.73E-02 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Indeno(1,2,3-cd)py HAP 1.76E-09 lbs/MMBtu 1.76E-08 7.73E-08 0%CE 1.76E-08 7.73E-08 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Naphthalene HAP 5.98E-07 lbs/MMBtu 5.98E-06 2.62E-05 0%CE 5.98E-06 2.62E-05 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Phenanthrene HAP 1.67E-08 lbs/MMBtu 1.67E-07 7.30E-07 0%CE 1.67E-07 7.30E-07 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Pyrene HAP 4.90E-09 lbs/MMBtu 4.90E-08 2.15E-07 0%CE 4.90E-08 2.15E-07 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Toluene HAP 3.33E-06 lbs/MMBtu 3.33E-05 1.46E-04 0%CE 3.33E-05 1.46E-04 Point [12]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Arsenic HAP 1.96E-07 lbs/MMBtu 1.96E-06 8.59E-06 0%CE 1.96E-06 8.59E-06 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Beryllium HAP 1.18E-08 lbs/MMBtu 1.18E-07 5.15E-07 0%CE 1.18E-07 5.15E-07 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Cadmium HAP 1.08E-06 lbs/MMBtu 1.08E-05 4.72E-05 0%CE 1.08E-05 4.72E-05 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Chromium HAP 1.37E-06 lbs/MMBtu 1.37E-05 6.01E-05 0%CE 1.37E-05 6.01E-05 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Cobalt HAP 8.24E-08 lbs/MMBtu 8.24E-07 3.61E-06 0%CE 8.24E-07 3.61E-06 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Manganese HAP 3.73E-07 lbs/MMBtu 3.73E-06 1.63E-05 0%CE 3.73E-06 1.63E-05 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Mercury HAP 2.55E-07 lbs/MMBtu 2.55E-06 1.12E-05 0%CE 2.55E-06 1.12E-05 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Nickel HAP 2.06E-06 lbs/MMBtu 2.06E-05 9.02E-05 0%CE 2.06E-05 9.02E-05 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours Selenium HAP 2.35E-08 lbs/MMBtu 2.35E-07 1.03E-06 0%CE 2.35E-07 1.03E-06 Point [13]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours CO2 GHG 1.18E+02 lbs/MMBtu 1176.47 5152.94 0%CE 1176.47 5152.94 Point [11]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours CH4 GHG 5.64E-02 lbs/MMBtu 0.56 2.47 0%CE 0.56 2.47 Point [11]
RMC - PW Water Heater #2 10 MMBtu 8,760 hours N2O GHG 6.43E-01 lbs/MMBtu 6.43 28.15 0%CE 6.43 28.15 Point [11]
Maximum Throughput Comments & Assumptions:
Emission Factor References & Assumptions:
- Central ready-mix concrete plants have a maximum hourly capacity of 200 cubic yards of concrete production per hour. POTM has two central ready-mix concrete plants, for a total of 400 cubic yards of concrete production per hour. The site is limited to 1075000 cubic yards of concrete
production per 12-month rolling. The hourly maximum production rate is used for calculating the worst-case short-term emissions from the facility since the 400 cubic yards per hour maximum process throughput is greater than the 12-month rolling limit divided by 8760 hours per 12 months,
multiplied by the percentage of a cement component (e.g., aggregate, cement, supplement, etc.). The annual maximum throughput was calculated by multiplying the 12-month rolling limit by the percentage of a cement component. Cement component percentages were calculated based on
the composition of cement used in the emission factors listed in AP-42 11.12-6 (English Units) Plant Wide Emission Factors per Yard of Central Mix Concrete, Footnote a: Coarse Aggregate: 1865/4024=0.46, Sand: 1428/4024=0.35, Cement: 491/4024=0.12, Cement Supplement: 73/4024=0.018.
- Concrete produced in the ready mix concrete plants has a density of approximately 1.4 tons per cubic yard.
[13] AP-42, 1.4 Natural Gas Combustion, Table 1.4-3 Emission Factors for Speciated Organic Compounds From Natural Gas Combustion
[12] AP-42, 1.4 Natural Gas Combustion, Table 1.4-4 Emission Factors for Metals from Natural Gas Combustion
[11] AP-42, 1.4 Natural Gas Combustion, Table 1.4-2 Emissions Factors for Criteria Pollutants and Greenhouse Gases from Natural Gas Combustion
- Ready mix concrete silos for concrete and concrete supplement have a fabric filter at the top of each silo. The fabric filters on the ready mix concrete silos have a control efficiency of 99.99% based on manufacturer documentation (C&W Dust Tech CP7500 Central Dust Collector).
[9] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19-2 Conveyor Transfer Point - controlled EF used as controlled emission rate. Units are in lb/ton of material throughput
[8] Emissions from source are controlled by a fabric filter. Controlled emission calculations are based on emission factors from the applicable section of AP-42 for a process with a fabric filter as a control method.
[7] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[6] AP-42 11.12-6 Emission factors for aggregate to an elevated storage (SCC 3-05-011-04) and sand transfer to elevated storage (SCC 3-05-011-05) in units of lb/yd3 of concrete produced
- Water heaters are natural gas fired and do not have low NOx burner designs.
[1] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Conveyor, crushed stone
[5] AP-42, 11.12 Concrete Batching, 11.12-8 (English Units) Concrete Batch Plant Metal Emission Factors converted to units of lb/yd3 of concrete produced (see EF_REF)
[4] AP-42, 11.12 Concrete Batching, Equation 11.12-1 and 11.12-2, in units of lb/yd3 of concrete produced (see EF_REF)
[3] AP-42, 11.12 Concrete Batching, 11.12-6 (English Units) Plant Wide Emission Factors per Yard of Central Mix Concrete
[2] Emission factors specific to PM2.5 not provided in AP-42, thus it is conservatively estimated that the emissions of PM10 = PM2.5
[10] AP-42, 1.4 Natural Gas Combustion, Table 1.4-1 Emission Factors for Nitrogen Oxides (NOx) and Carbon Monoxide (CO) from Natural Gas Combustion - Small Boilers Uncontrolled
Staker Parson | Point of the Mountain
Potential to Emit
Input Input Calculated Calculated or controlled EF Calculated Calculated
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission Type References
Aggregate Dozer 1 dozer 4,500 hours PM10 PM10 7.53E-01 lbs/hr 0.75 1.69 0%CE 0.75 1.69 Fugitive [1], [2]
Aggregate Dozer 1 dozer 4,500 hours PM2.5 PM2.5 4.14E-01 lbs/hr 0.41 0.93 0%CE 0.41 0.93 Fugitive [1], [2]
Aggregate Loader to Hopper 890 tons 7,800,000 tons PM10 PM10 1.60E-05 lbs/ton 0.01 0.06 0%CE 0.01 0.06 Fugitive [9]
Aggregate Loader to Hopper 890 tons 7,800,000 tons PM2.5 PM2.5 2.40E-06 lbs/ton 0.00 0.01 0%CE 0.00 0.01 Fugitive [7], [9]
Aggregate Jaw Crushers 890 tons 7,800,000 tons PM10 PM10 2.40E-03 lbs/ton 2.14 9.36 5.40E-04 lbs/ton 0.48 2.11 Point [3], [8]
Aggregate Jaw Crushers 890 tons 7,800,000 tons PM2.5 PM2.5 3.60E-04 lbs/ton 0.32 1.40 1.00E-04 lbs/ton 0.09 0.39 Point [3], [7], [8]
Aggregate Cone Crushers 1,178 tons 8,970,000 tons PM10 PM10 2.40E-03 lbs/ton 2.83 10.76 5.40E-04 lbs/ton 0.64 2.42 Point [3], [8]
Aggregate Cone Crushers 1,024 tons 8,970,000 tons PM2.5 PM2.5 3.60E-04 lbs/ton 0.37 1.61 1.00E-04 lbs/ton 0.10 0.45 Point [3], [7], [8]
Aggregate VSI Crushers 1,024 tons 8,970,000 tons PM10 PM10 2.40E-03 lbs/ton 2.46 10.76 5.40E-04 lbs/ton 0.55 2.42 Point [3], [8]
Aggregate VSI Crushers 1,024 tons 8,970,000 tons PM2.5 PM2.5 3.60E-04 lbs/ton 0.37 1.61 1.00E-04 lbs/ton 0.10 0.45 Point [3], [7], [8]
Aggregate VSI Screens 1,024 tons 8,970,000 tons PM10 PM10 8.70E-03 lbs/ton 8.91 39.02 7.40E-04 lbs/ton 0.76 3.32 Point [4], [8]
Aggregate VSI Screens 1,024 tons 8,970,000 tons PM2.5 PM2.5 1.31E-03 lbs/ton 1.34 5.85 5.00E-05 lbs/ton 0.05 0.22 Point [4], [7], [8]
Aggregate Hopper Screens 890 tons 7,800,000 tons PM10 PM10 8.70E-03 lbs/ton 7.75 33.93 7.40E-04 lbs/ton 0.66 2.89 Point [4], [8]
Aggregate Hopper Screens 890 tons 7,800,000 tons PM2.5 PM2.5 1.31E-03 lbs/ton 1.16 5.09 5.00E-05 lbs/ton 0.04 0.20 Point [4], [7], [8]
Aggregate Cone Crusher Screens 1,024 tons 8,970,000 tons PM10 PM10 8.70E-03 lbs/ton 8.91 39.02 7.40E-04 lbs/ton 0.76 3.32 Point [4], [8]
Aggregate Cone Crusher Screens 1,024 tons 8,970,000 tons PM2.5 PM2.5 1.31E-03 lbs/ton 1.34 5.85 5.00E-05 lbs/ton 0.05 0.22 Point [4], [7], [8]
Aggregate Conveyors 21,370 tons 187,200,000 tons PM10 PM10 1.10E-03 lbs/ton 23.51 102.96 4.60E-05 lbs/ton 0.98 4.31 Point [5], [8]
Aggregate Conveyors 21,370 tons 187,200,000 tons PM2.5 PM2.5 1.65E-04 lbs/ton 3.53 15.44 1.30E-05 lbs/ton 0.28 1.22 Point [4], [8]
Aggregate Truck Loading 890 tons 7,800,000 tons PM10 PM10 1.00E-04 lbs/ton 0.09 0.39 0%CE 0.09 0.39 Fugitive [6]
Aggregate Truck Loading 890 tons 7,800,000 tons PM2.5 PM2.5 1.50E-05 lbs/ton 0.01 0.06 0%CE 0.01 0.06 Fugitive [6], [8]
Maximum Throughput Comments & Assumptions:
Emission Factor References & Assumptions:
VSI Crushers are AO items II.A.5 & II.A.6, AO lists the following for VSI Crusher: 4 @ 700 tph, 1 @ 300 tph.
Jaw crushers are AO items II.A.10 & II.A.11 in AO, AO lists the following for Jaw Crusher capacities: 700 tph, 500 tph, 500 tph.
[8] Emissions from source are controlled by wet suppression. Controlled emission calculations are based on emission factors from the applicable section of AP-42 for a process with wet suppression as a control method.
[7] PM2.5 speciation ratio of 0.15 PM2.5/PM10 applied to PM2.5 emission factor used in uncontrolled emission calculation based on MRI Background Document for Revisions to Fine Fraction Ratios Used for AP-42 Fugitive Dust Emission Factors (MRI Project No.
110397), Table 1. Proposed Particle Size Ratios for AP-42 - Aggregate Handling and Storage Piles prepared for the WRAP by Midwest Research Institute finalized 11/1/2006
[6] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Conveyor, crushed stone (units are in lb/ton of material throughput)
Cone crushers are AO items II.A.7, II.A.8, and II.A.9, AO lists the following for Cone Crusher: 2 @ 700 tph, 2 @ 500 tph, 1 @ 300 tph.
[1] AP-42 Section11.9 Western Surface Coal Mining, Table 11.9-1 - Bulldozing Overburden
- Materials processed through the crushers and screens associated with the aggregate process are sometimes processed through a crusher or screen multiple times to achieve a certain size. To account for additional emissions from the recycling of materials in
the aggregate production process, a scaling factor was applied to the 7,800,000 tons of aggregate production per 12-months rolling limit. The scaling factor used is a historical engineering estimate. Jaw crushers = No scaling factor; Cone crushers = 1.15 scaling
factor; VSI crushers = 1.15 scaling factor.
- Crushers and screens used in the aggregate process have maximum hourly capacity ratings ranging from 300-700 tons per hour. The crushers and screens used for aggregate processing are aligned in series, meaning that the maximum amount of aggregate
they can feed into the process is limited to the maximum capacity for the crusher or screen. The site is limited to 7,800,000 tons of aggregate production per 12-month rolling, which equates to approximately 890 tons of aggregate production per hour based on
8760 hours of operation per year. The hourly maximum production rate based on the 12-month rolling limit divided by 8760 hours per 12 months is used for calculating the worst-case short-term emissions from the facility since the 890 tons per hour value is
greater than the highest rated crusher or screen.
- There is one bulldozer used with aggregate production at POTM. The dozer is limited to 4500 hours of operation per 12-months rolling.
Screens are AO items II.A.2, II.A.3, II.A.4, AO lists the following for Screens: 17 @ 700 tph, 2 @ 500 tph, 1 @ 300 tph.
[9] AP-42, 11.19 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Truck Loading - Fragmented stone
[5] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Conveyor Transfer Point (units are in lb/ton of material throughput)
[4] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Screening (units are in lb/ton of material throughput)
[3] AP-42, 11.19.2 Crushed Stone Processing and Pulverized Mineral Processing, Table 11.19.2-2 Tertiary Crushing (units are in lb/ton of material throughput)
[2] Calculations use silt and moisture content geometric mean values listed in AP-42, 11.9 Western Surface Coal Mining, Table 11.9-3 - Bulldozers Overburden
𝑇𝑇𝑇𝑇𝑇𝑇=5.7(𝑠𝑠)1.2(𝑀𝑀)1.3
Staker Parson | Point of the Mountain Emission sources proposed to be replaced or removed as part of this project.
Potential to Emit
Input Input Calculated Calculated or controlled EF Calculated Calculated
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours CO CO 8.50E+00 grams/hp-hr 25.11 35.16 0%CE 25.11 35.16 Point [1], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours NOx NOx 6.90E+00 grams/hp-hr 20.38 28.54 0%CE 20.38 28.54 Point [1], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours SO2 SO2 1.21E-05 lbs/hp-hr 0.02 0.02 0%CE 0.02 0.02 Point [2], [3], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours PM10 PM10 4.00E-01 grams/hp-hr 1.18 1.65 0%CE 1.18 1.65 Point [1], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours PM2.5 PM2.5 4.00E-01 grams/hp-hr 1.18 1.65 0%CE 1.18 1.65 Point [1], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours VOC VOC 1.00E+00 grams/hp-hr 2.95 4.14 0%CE 2.95 4.14 Point [1], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzene HAP 5.43E-06 lbs/hp-hr 0.01 0.01 0%CE 0.01 0.01 Point [4], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Toluene HAP 1.97E-06 lbs/hp-hr 2.64E-03 3.69E-03 0%CE 2.64E-03 3.69E-03 Point [4], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Xylenes HAP 1.35E-06 lbs/hp-hr 1.81E-03 2.53E-03 0%CE 1.81E-03 2.53E-03 Point [4], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Formaldehyde HAP 5.52E-07 lbs/hp-hr 7.40E-04 1.04E-03 0%CE 7.40E-04 1.04E-03 Point [4], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acetaldehyde HAP 1.76E-07 lbs/hp-hr 2.36E-04 3.31E-04 0%CE 2.36E-04 3.31E-04 Point [4], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acrolein HAP 5.52E-08 lbs/hp-hr 7.39E-05 1.03E-04 0%CE 7.39E-05 1.03E-04 Point [4], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Naphthalene HAP 9.10E-07 lbs/hp-hr 1.22E-03 1.71E-03 0%CE 1.22E-03 1.71E-03 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acenaphthylene HAP 6.46E-08 lbs/hp-hr 8.66E-05 1.21E-04 0%CE 8.66E-05 1.21E-04 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Acenaphthene HAP 3.28E-08 lbs/hp-hr 4.39E-05 6.15E-05 0%CE 4.39E-05 6.15E-05 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Fluorene HAP 8.96E-08 lbs/hp-hr 1.20E-04 1.68E-04 0%CE 1.20E-04 1.68E-04 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Phenanthrene HAP 2.86E-07 lbs/hp-hr 3.83E-04 5.36E-04 0%CE 3.83E-04 5.36E-04 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Anthracene HAP 8.61E-09 lbs/hp-hr 1.15E-05 1.62E-05 0%CE 1.15E-05 1.62E-05 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Fluoranthene HAP 2.82E-08 lbs/hp-hr 3.78E-05 5.29E-05 0%CE 3.78E-05 5.29E-05 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Pyrene HAP 2.60E-08 lbs/hp-hr 3.48E-05 4.87E-05 0%CE 3.48E-05 4.87E-05 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benz(a)anthracene HAP 4.35E-09 lbs/hp-hr 5.83E-06 8.17E-06 0%CE 5.83E-06 8.17E-06 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Chrysene HAP 1.07E-08 lbs/hp-hr 1.44E-05 2.01E-05 0%CE 1.44E-05 2.01E-05 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(b)fluoranthe HAP 7.77E-09 lbs/hp-hr 1.04E-05 1.46E-05 0%CE 1.04E-05 1.46E-05 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(k)fluoranthe HAP 1.53E-09 lbs/hp-hr 2.04E-06 2.86E-06 0%CE 2.04E-06 2.86E-06 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(a)pyrene HAP 1.80E-09 lbs/hp-hr 2.41E-06 3.37E-06 0%CE 2.41E-06 3.37E-06 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Indeno(1,2,3-cd)py HAP 2.90E-09 lbs/hp-hr 3.88E-06 5.44E-06 0%CE 3.88E-06 5.44E-06 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Dibenzo(a,h)anthra HAP 2.42E-09 lbs/hp-hr 3.25E-06 4.54E-06 0%CE 3.25E-06 4.54E-06 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours Benzo(g,h,l)perylen HAP 3.89E-09 lbs/hp-hr 5.22E-06 7.30E-06 0%CE 5.22E-06 7.30E-06 Point [5], [14]
Facility Generator 1 (1000 kW)1,340 hp 2,800 hours CO2 GHG 1.16E+00 lbs/hp-hr 1554.40 2176.16 0%CE 1554.40 2176.16 Point [2], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours CO CO 8.50E+00 grams/hp-hr 18.21 27.31 0%CE 18.21 27.31 Point [1], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours NOx NOx 6.90E+00 grams/hp-hr 14.78 22.17 0%CE 14.78 22.17 Point [1], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours SO2 SO2 1.21E-05 lbs/hp-hr 0.01 0.02 0%CE 0.01 0.02 Point [2], [3], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours PM10 PM10 4.00E-01 grams/hp-hr 0.86 1.29 0%CE 0.86 1.29 Point [1], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours PM2.5 PM2.5 4.00E-01 grams/hp-hr 0.86 1.29 0%CE 0.86 1.29 Point [1], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours VOC VOC 1.00E+00 grams/hp-hr 2.14 3.21 0%CE 2.14 3.21 Point [1], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzene HAP 5.43E-06 lbs/hp-hr 0.01 0.01 0%CE 0.01 0.01 Point [4], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Toluene HAP 1.97E-06 lbs/hp-hr 1.91E-03 2.87E-03 0%CE 1.91E-03 2.87E-03 Point [4], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Xylenes HAP 1.35E-06 lbs/hp-hr 1.31E-03 1.97E-03 0%CE 1.31E-03 1.97E-03 Point [4], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Formaldehyde HAP 5.52E-07 lbs/hp-hr 5.37E-04 8.05E-04 0%CE 5.37E-04 8.05E-04 Point [4], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Acetaldehyde HAP 1.76E-07 lbs/hp-hr 1.71E-04 2.57E-04 0%CE 1.71E-04 2.57E-04 Point [4], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Acrolein HAP 5.52E-08 lbs/hp-hr 5.36E-05 8.04E-05 0%CE 5.36E-05 8.04E-05 Point [4], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Naphthalene HAP 9.10E-07 lbs/hp-hr 8.84E-04 1.33E-03 0%CE 8.84E-04 1.33E-03 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Acenaphthylene HAP 6.46E-08 lbs/hp-hr 6.28E-05 9.42E-05 0%CE 6.28E-05 9.42E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Acenaphthene HAP 3.28E-08 lbs/hp-hr 3.18E-05 4.77E-05 0%CE 3.18E-05 4.77E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Fluorene HAP 8.96E-08 lbs/hp-hr 8.70E-05 1.31E-04 0%CE 8.70E-05 1.31E-04 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Phenanthrene HAP 2.86E-07 lbs/hp-hr 2.77E-04 4.16E-04 0%CE 2.77E-04 4.16E-04 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Anthracene HAP 8.61E-09 lbs/hp-hr 8.36E-06 1.25E-05 0%CE 8.36E-06 1.25E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Fluoranthene HAP 2.82E-08 lbs/hp-hr 2.74E-05 4.11E-05 0%CE 2.74E-05 4.11E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Pyrene HAP 2.60E-08 lbs/hp-hr 2.52E-05 3.78E-05 0%CE 2.52E-05 3.78E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Benz(a)anthracene HAP 4.35E-09 lbs/hp-hr 4.23E-06 6.34E-06 0%CE 4.23E-06 6.34E-06 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Chrysene HAP 1.07E-08 lbs/hp-hr 1.04E-05 1.56E-05 0%CE 1.04E-05 1.56E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(b)fluoranthe HAP 7.77E-09 lbs/hp-hr 7.55E-06 1.13E-05 0%CE 7.55E-06 1.13E-05 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(k)fluoranthe HAP 1.53E-09 lbs/hp-hr 1.48E-06 2.22E-06 0%CE 1.48E-06 2.22E-06 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(a)pyrene HAP 1.80E-09 lbs/hp-hr 1.75E-06 2.62E-06 0%CE 1.75E-06 2.62E-06 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Indeno(1,2,3-cd)py HAP 2.90E-09 lbs/hp-hr 2.82E-06 4.22E-06 0%CE 2.82E-06 4.22E-06 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Dibenzo(a,h)anthra HAP 2.42E-09 lbs/hp-hr 2.35E-06 3.53E-06 0%CE 2.35E-06 3.53E-06 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours Benzo(g,h,l)perylen HAP 3.89E-09 lbs/hp-hr 3.78E-06 5.67E-06 0%CE 3.78E-06 5.67E-06 Point [5], [14]
Facility Generator 2 (725 kW)972 hp 3,000 hours CO2 GHG 1.16E+00 lbs/hp-hr 1126.94 1690.41 0%CE 1126.94 1690.41 Point [2], [14]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
Facility Generator 3 (725 kW)972 hp 620 hours CO CO 8.50E+00 grams/hp-hr 18.21 5.64 0%CE 18.21 5.64 Point [1], [14]
Facility Generator 3 (725 kW)972 hp 620 hours NOx NOx 6.90E+00 grams/hp-hr 14.78 4.58 0%CE 14.78 4.58 Point [1], [14]
Facility Generator 3 (725 kW)972 hp 620 hours SO2 SO2 1.21E-05 lbs/hp-hr 0.01 0.00 0%CE 0.01 0.00 Point [2], [3], [14]
Facility Generator 3 (725 kW)972 hp 620 hours PM10 PM10 4.00E-01 grams/hp-hr 0.86 0.27 0%CE 0.86 0.27 Point [1], [14]
Facility Generator 3 (725 kW)972 hp 620 hours PM2.5 PM2.5 4.00E-01 grams/hp-hr 0.86 0.27 0%CE 0.86 0.27 Point [1], [14]
Facility Generator 3 (725 kW)972 hp 620 hours VOC VOC 1.00E+00 grams/hp-hr 2.14 0.66 0%CE 2.14 0.66 Point [1], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Benzene HAP 5.43E-06 lbs/hp-hr 5.28E-03 1.64E-03 0%CE 5.28E-03 1.64E-03 Point [4], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Toluene HAP 1.97E-06 lbs/hp-hr 1.91E-03 5.92E-04 0%CE 1.91E-03 5.92E-04 Point [4], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Xylenes HAP 1.35E-06 lbs/hp-hr 1.31E-03 4.07E-04 0%CE 1.31E-03 4.07E-04 Point [4], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Formaldehyde HAP 5.52E-07 lbs/hp-hr 5.37E-04 1.66E-04 0%CE 5.37E-04 1.66E-04 Point [4], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Acetaldehyde HAP 1.76E-07 lbs/hp-hr 1.71E-04 5.31E-05 0%CE 1.71E-04 5.31E-05 Point [4], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Acrolein HAP 5.52E-08 lbs/hp-hr 5.36E-05 1.66E-05 0%CE 5.36E-05 1.66E-05 Point [4], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Naphthalene HAP 9.10E-07 lbs/hp-hr 8.84E-04 2.74E-04 0%CE 8.84E-04 2.74E-04 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Acenaphthylene HAP 6.46E-08 lbs/hp-hr 6.28E-05 1.95E-05 0%CE 6.28E-05 1.95E-05 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Acenaphthene HAP 3.28E-08 lbs/hp-hr 3.18E-05 9.87E-06 0%CE 3.18E-05 9.87E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Fluorene HAP 8.96E-08 lbs/hp-hr 8.70E-05 2.70E-05 0%CE 8.70E-05 2.70E-05 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Phenanthrene HAP 2.86E-07 lbs/hp-hr 2.77E-04 8.60E-05 0%CE 2.77E-04 8.60E-05 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Anthracene HAP 8.61E-09 lbs/hp-hr 8.36E-06 2.59E-06 0%CE 8.36E-06 2.59E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Fluoranthene HAP 2.82E-08 lbs/hp-hr 2.74E-05 8.50E-06 0%CE 2.74E-05 8.50E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Pyrene HAP 2.60E-08 lbs/hp-hr 2.52E-05 7.82E-06 0%CE 2.52E-05 7.82E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Benz(a)anthracene HAP 4.35E-09 lbs/hp-hr 4.23E-06 1.31E-06 0%CE 4.23E-06 1.31E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Chrysene HAP 1.07E-08 lbs/hp-hr 1.04E-05 3.23E-06 0%CE 1.04E-05 3.23E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(b)fluoranthe HAP 7.77E-09 lbs/hp-hr 7.55E-06 2.34E-06 0%CE 7.55E-06 2.34E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(k)fluoranthe HAP 1.53E-09 lbs/hp-hr 1.48E-06 4.60E-07 0%CE 1.48E-06 4.60E-07 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(a)pyrene HAP 1.80E-09 lbs/hp-hr 1.75E-06 5.42E-07 0%CE 1.75E-06 5.42E-07 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Indeno(1,2,3-cd)py HAP 2.90E-09 lbs/hp-hr 2.82E-06 8.73E-07 0%CE 2.82E-06 8.73E-07 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Dibenzo(a,h)anthra HAP 2.42E-09 lbs/hp-hr 2.35E-06 7.29E-07 0%CE 2.35E-06 7.29E-07 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours Benzo(g,h,l)perylen HAP 3.89E-09 lbs/hp-hr 3.78E-06 1.17E-06 0%CE 3.78E-06 1.17E-06 Point [5], [14]
Facility Generator 3 (725 kW)972 hp 620 hours CO2 GHG 1.16E+00 lbs/hp-hr 1126.94 349.35 0%CE 1126.94 349.35 Point [2], [14]
Facility Storage Piles 40 acres 365 days PM10 PM10 6.30E+00 lbs/acre-day 10.50 45.99 66% - 3.57 15.64 Fugitive [6], [8]
Facility Storage Piles 40 acres 365 days PM2.5 PM2.5 1.85E+00 lbs/acre-day 3.09 13.53 40% - 1.85 8.12 Fugitive [6], [7], [8]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity VOC VOC BTECS - 2.33E-04 1.02E-03 0%CE 2.33E-04 1.02E-03 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Benzene HAP BTECS - 2.37E-06 1.04E-05 0%CE 2.37E-06 1.04E-05 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Biphenyl HAP BTECS - 1.67E-08 7.32E-08 0%CE 1.67E-08 7.32E-08 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Cyclohexane HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Ethylbenzene HAP BTECS - 2.87E-06 1.26E-05 0%CE 2.87E-06 1.26E-05 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity n-Hexane HAP BTECS - 2.89E-05 1.27E-04 0%CE 2.89E-05 1.27E-04 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Isooctane HAP BTECS - 2.12E-06 9.29E-06 0%CE 2.12E-06 9.29E-06 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Cumene HAP BTECS - 1.42E-06 6.22E-06 0%CE 1.42E-06 6.22E-06 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Napthalene HAP BTECS - 3.80E-07 1.67E-06 0%CE 3.80E-07 1.67E-06 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Phenol HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Toluene HAP BTECS - 1.38E-05 6.03E-05 0%CE 1.38E-05 6.03E-05 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Trimethylbenzene (HAP BTECS - 3.84E-06 1.68E-05 0%CE 3.84E-06 1.68E-05 Point [13]
Facility Diesel Fuel Tank 1 - Point West 10,000 gallons capacity Xylene (m)HAP BTECS - 1.14E-05 4.99E-05 0%CE 1.14E-05 4.99E-05 Point [13]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity VOC VOC BTECS - 3.18E-04 1.39E-03 0%CE 3.18E-04 1.39E-03 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Benzene HAP BTECS - 3.24E-06 1.42E-05 0%CE 3.24E-06 1.42E-05 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Biphenyl HAP BTECS - 2.27E-08 9.96E-08 0%CE 2.27E-08 9.96E-08 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Cyclohexane HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Ethylbenzene HAP BTECS - 3.92E-06 1.72E-05 0%CE 3.92E-06 1.72E-05 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity n-Hexane HAP BTECS - 3.95E-05 1.73E-04 0%CE 3.95E-05 1.73E-04 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Isooctane HAP BTECS - 2.90E-06 1.27E-05 0%CE 2.90E-06 1.27E-05 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Cumene HAP BTECS - 1.94E-06 8.49E-06 0%CE 1.94E-06 8.49E-06 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Naphthalene HAP BTECS - 5.19E-07 2.27E-06 0%CE 5.19E-07 2.27E-06 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Phenol HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Toluene HAP BTECS - 1.88E-05 8.24E-05 0%CE 1.88E-05 8.24E-05 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Trimethylbenzene (HAP BTECS - 5.24E-06 2.30E-05 0%CE 5.24E-06 2.30E-05 Point [13], [14]
Facility Diesel Fuel Tank 2 - Point East 10,000 gallons capacity Xylene (m)HAP BTECS - 1.56E-05 6.82E-05 0%CE 1.56E-05 6.82E-05 Point [13], [14]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity VOC VOC BTECS - 1.05E-05 4.59E-05 0%CE 1.05E-05 4.59E-05 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Benzene HAP BTECS - 1.05E-07 4.62E-07 0%CE 1.05E-07 4.62E-07 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Biphenyl HAP BTECS - 7.79E-10 3.41E-09 0%CE 7.79E-10 3.41E-09 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Cyclohexane HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Ethylbenzene HAP BTECS - 1.30E-07 5.68E-07 0%CE 1.30E-07 5.68E-07 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity n-Hexane HAP BTECS - 1.28E-06 5.60E-06 0%CE 1.28E-06 5.60E-06 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Isooctane HAP BTECS - 9.46E-08 4.14E-07 0%CE 9.46E-08 4.14E-07 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Cumene HAP BTECS - 6.45E-08 2.83E-07 0%CE 6.45E-08 2.83E-07 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Naphthalene HAP BTECS - 1.75E-08 7.67E-08 0%CE 1.75E-08 7.67E-08 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Phenol HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Toluene HAP BTECS - 6.16E-07 2.70E-06 0%CE 6.16E-07 2.70E-06 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Trimethylbenzene (HAP BTECS - 1.75E-07 7.68E-07 0%CE 1.75E-07 7.68E-07 Point [13], [14]
Facility Diesel Fuel Tank - Point East HMA 1,000 gallons capacity Xylene (m)HAP BTECS - 5.15E-07 2.26E-06 0%CE 5.15E-07 2.26E-06 Point [13], [14]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity VOC VOC BTECS - 3.40E-04 1.49E-03 0%CE 3.40E-04 1.49E-03 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Benzene HAP BTECS - 3.46E-06 1.52E-05 0%CE 3.46E-06 1.52E-05 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Biphenyl HAP BTECS - 2.43E-08 1.06E-07 0%CE 2.43E-08 1.06E-07 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Cyclohexane HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Ethylbenzene HAP BTECS - 4.19E-06 1.83E-05 0%CE 4.19E-06 1.83E-05 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity n-Hexane HAP BTECS - 4.22E-05 1.85E-04 0%CE 4.22E-05 1.85E-04 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Isooctane HAP BTECS - 3.10E-06 1.36E-05 0%CE 3.10E-06 1.36E-05 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Cumene HAP BTECS - 2.07E-06 9.07E-06 0%CE 2.07E-06 9.07E-06 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Naphthalene HAP BTECS - 5.54E-07 2.43E-06 0%CE 5.54E-07 2.43E-06 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Phenol HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Toluene HAP BTECS - 2.01E-05 8.80E-05 0%CE 2.01E-05 8.80E-05 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Trimethylbenzene (HAP BTECS - 5.60E-06 2.45E-05 0%CE 5.60E-06 2.45E-05 Point [13]
Facility Diesel Fuel Tank - Point South 12,000 gallons capacity Xylene (m)HAP BTECS - 1.66E-05 7.28E-05 0%CE 1.66E-05 7.28E-05 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity VOC VOC BTECS - 2.36E-04 1.04E-03 0%CE 2.36E-04 1.04E-03 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Benzene HAP BTECS - 2.41E-06 1.05E-05 0%CE 2.41E-06 1.05E-05 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Biphenyl HAP BTECS - 1.70E-08 7.43E-08 0%CE 1.70E-08 7.43E-08 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Cyclohexane HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Ethylbenzene HAP BTECS - 2.91E-06 1.28E-05 0%CE 2.91E-06 1.28E-05 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity n-Hexane HAP BTECS - 2.93E-05 1.28E-04 0%CE 2.93E-05 1.28E-04 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Isooctane HAP BTECS - 2.15E-06 9.43E-06 0%CE 2.15E-06 9.43E-06 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Cumene HAP BTECS - 1.44E-06 6.31E-06 0%CE 1.44E-06 6.31E-06 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Naphthalene HAP BTECS - 3.86E-07 1.69E-06 0%CE 3.86E-07 1.69E-06 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Phenol HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Toluene HAP BTECS - 1.40E-05 6.11E-05 0%CE 1.40E-05 6.11E-05 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Trimethylbenzene (HAP BTECS - 3.90E-06 1.71E-05 0%CE 3.90E-06 1.71E-05 Point [13]
Facility Diesel Fuel Tank - Point West 12,000 gallons capacity Xylene (m)HAP BTECS - 1.16E-05 5.06E-05 0%CE 1.16E-05 5.06E-05 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity VOC VOC BTECS - 3.33E-02 1.46E-01 0%CE 3.33E-02 1.46E-01 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Benzene HAP BTECS - 1.98E-04 8.67E-04 0%CE 1.98E-04 8.67E-04 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Biphenyl HAP BTECS - 3.30E-10 1.45E-09 0%CE 3.30E-10 1.45E-09 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Cyclohexane HAP BTECS - 3.04E-05 1.33E-04 0%CE 3.04E-05 1.33E-04 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Ethylbenzene HAP BTECS - 1.87E-05 8.19E-05 0%CE 1.87E-05 8.19E-05 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity n-Hexane HAP BTECS - 1.98E-04 8.68E-04 0%CE 1.98E-04 8.68E-04 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Isooctane HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Cumene HAP BTECS - 0.00E+00 0.00E+00 0%CE 0.00E+00 0.00E+00 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Naphthalene HAP BTECS - 1.33E-07 5.83E-07 0%CE 1.33E-07 5.83E-07 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Phenol HAP BTECS - 2.16E-08 9.45E-08 0%CE 2.16E-08 9.45E-08 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Toluene HAP BTECS - 2.59E-04 1.13E-03 0%CE 2.59E-04 1.13E-03 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Trimethylbenzene (HAP BTECS - 6.05E-06 2.65E-05 0%CE 6.05E-06 2.65E-05 Point [13]
Facility Gasoline Fuel Tank - Point West 2,000 gallons capacity Xylene (m)HAP BTECS - 7.34E-05 3.21E-04 0%CE 7.34E-05 3.21E-04 Point [13]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
Facility Unpaved Roads - RMC-PW Haul Truck 1.847 VMT 4,964.66 VMT PM10 PM10 2.16 lbs/VMT 3.98 5.35 85%CE 5.97E-01 8.03E-01 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PW Haul Truck 1.847 VMT 4,964.66 VMT PM2.5 PM2.5 0.22 lbs/VMT 0.40 0.54 85%CE 5.97E-02 8.03E-02 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PW Loader 7.268 VMT 19,532.68 VMT PM10 PM10 1.63 lbs/VMT 11.83 15.90 85%CE 1.78E+00 2.39E+00 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PW Loader 7.268 VMT 19,532.68 VMT PM2.5 PM2.5 0.16 lbs/VMT 1.18 1.59 85%CE 1.78E-01 2.39E-01 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PS Haul Truck 0.441 VMT 1,185.65 VMT PM10 PM10 2.16 lbs/VMT 0.95 1.28 85%CE 1.43E-01 1.92E-01 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PS Haul Truck 0.441 VMT 1,185.65 VMT PM2.5 PM2.5 0.22 lbs/VMT 0.10 0.13 85%CE 1.43E-02 1.92E-02 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PS Haul Truck - Bi 0.157 VMT 420.75 VMT PM10 PM10 2.16E+00 lbs/VMT 0.34 0.45 85%CE 5.06E-02 6.80E-02 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PS Haul Truck - Bi 0.157 VMT 420.75 VMT PM2.5 PM2.5 2.16E-01 lbs/VMT 0.03 0.05 85%CE 5.06E-03 6.80E-03 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PS Loader 1.391 VMT 3,737.65 VMT PM10 PM10 1.63 lbs/VMT 2.26 3.04 85%CE 3.40E-01 4.56E-01 Fugitive [10], [11]
Facility Unpaved Roads - RMC-PS Loader 1.391 VMT 3,737.65 VMT PM2.5 PM2.5 0.16 lbs/VMT 0.23 0.30 85%CE 3.40E-02 4.56E-02 Fugitive [10], [11]
Facility Unpaved Roads - Aggregate Haul Truck 10.944 VMT 95,872.91 VMT PM10 PM10 2.16 lbs/VMT 23.60 103.36 85%CE 3.54E+00 1.55E+01 Fugitive [10], [11]
Facility Unpaved Roads - Aggregate Haul Truck 10.944 VMT 95,872.91 VMT PM2.5 PM2.5 0.22 lbs/VMT 2.36 10.34 85%CE 3.54E-01 1.55E+00 Fugitive [10], [11]
Facility Unpaved Roads - Aggregate Loaders 18.972 VMT 166,193.18 VMT PM10 PM10 2.09 lbs/VMT 39.57 173.30 85%CE 5.93E+00 2.60E+01 Fugitive [10], [11]
Facility Unpaved Roads - Aggregate Loaders 18.972 VMT 166,193.18 VMT PM2.5 PM2.5 0.21 lbs/VMT 3.96 17.33 85%CE 5.93E-01 2.60E+00 Fugitive [10], [11]
Facility Unpaved Roads - Aggregate Loader - Fina 3.314 VMT 29,030.87 VMT PM10 PM10 2.09E+00 lbs/VMT 6.91 30.27 85%CE 1.04E+00 4.54E+00 Fugitive [10], [11]
Facility Unpaved Roads - Aggregate Loader - Fina 3.314 VMT 29,030.87 VMT PM2.5 PM2.5 2.09E-01 lbs/VMT 0.69 3.03 85%CE 1.04E-01 4.54E-01 Fugitive [10], [11]
Facility Unpaved Roads - HMA Haul Trucks 8.817 VMT 14,106.88 VMT PM10 PM10 2.16 lbs/VMT 19.01 15.21 85%CE 2.85E+00 2.28E+00 Fugitive [10], [11]
Facility Unpaved Roads - HMA Haul Trucks 8.817 VMT 14,106.88 VMT PM2.5 PM2.5 0.22 lbs/VMT 1.90 1.52 85%CE 2.85E-01 2.28E-01 Fugitive [10], [11]
Facility Unpaved Roads - HMA Loader - RAP 1.799 VMT 2,878.51 VMT PM10 PM10 1.63 lbs/VMT 2.93 2.34 85%CE 4.39E-01 3.52E-01 Fugitive [10], [11]
Facility Unpaved Roads - HMA Loader - RAP 1.799 VMT 2,878.51 VMT PM2.5 PM2.5 0.16 lbs/VMT 0.29 0.23 85%CE 4.39E-02 3.52E-02 Fugitive [10], [11]
Facility Unpaved Roads - HMA Loader - Agg 6.288 VMT 10,061.15 VMT PM10 PM10 1.63E+00 lbs/VMT 10.24 8.19 85%CE 1.54E+00 1.23E+00 Fugitive [10], [11]
Facility Unpaved Roads - HMA Loader - Agg 6.288 VMT 10,061.15 VMT PM2.5 PM2.5 1.63E-01 lbs/VMT 1.02 0.82 85%CE 1.54E-01 1.23E-01 Fugitive [10], [11]
Facility Paved Roads - RMC-PW Haul Truck 5.701 VMT 15,320.79 VMT PM10 PM10 2.16 lbs/VMT 12.29 16.52 95%CE 6.15E-01 8.26E-01 Fugitive [10], [12]
Facility Paved Roads - RMC-PW Haul Truck 5.701 VMT 15,320.79 VMT PM2.5 PM2.5 0.22 lbs/VMT 1.23 1.65 95%CE 6.15E-02 8.26E-02 Fugitive [10], [12]
Facility Paved Roads - Aggregate Haul Truck 11.20 VMT 98,094.80 VMT PM10 PM10 2.16 lbs/VMT 24.15 105.76 95%CE 1.21E+00 5.29E+00 Fugitive [10], [12]
Facility Paved Roads - Aggregate Haul Truck 11.20 VMT 98,094.80 VMT PM2.5 PM2.5 0.22 lbs/VMT 2.41 10.58 95%CE 1.21E-01 5.29E-01 Fugitive [10], [12]
Facility Paved Roads - HMA Haul Trucks 10.48 VMT 16,775.58 VMT PM10 PM10 2.16 lbs/VMT 22.61 18.09 95%CE 1.13E+00 9.04E-01 Fugitive [10], [12]
Facility Paved Roads - HMA Haul Trucks 10.48 VMT 16,775.58 VMT PM2.5 PM2.5 0.22 lbs/VMT 2.26 1.81 95%CE 1.13E-01 9.04E-02 Fugitive [10], [12]
Facility Kemco Boiler 7 MMBtu 8760 hours CO CO 8.24E-02 lbs/MMBtu 0.58 2.52 0%CE 5.76E-01 2.52E+00 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours NOx NOx 9.80E-02 lbs/MMBtu 0.69 3.01 0%CE 6.86E-01 3.01E+00 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours SO2 SO2 5.88E-04 lbs/MMBtu 0.00 0.02 0%CE 4.12E-03 1.80E-02 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours PM10 PM10 7.45E-03 lbs/MMBtu 0.05 0.23 0%CE 5.22E-02 2.28E-01 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours PM2.5 PM2.5 7.45E-03 lbs/MMBtu 0.05 0.23 0%CE 5.22E-02 2.28E-01 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Lead Lead 4.90E-07 lbs/MMBtu 0.00 0.00 0%CE 3.43E-06 1.50E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours VOC VOC 5.39E-03 lbs/MMBtu 0.04 0.17 0%CE 3.77E-02 1.65E-01 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours 2-Methylnaphthale HAP 2.35E-08 lbs/MMBtu 0.00 0.00 0%CE 1.65E-07 7.21E-07 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours 3-MethylchloranthrHAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours 7,12-Dimethylbenz HAP 1.57E-08 lbs/MMBtu 0.00 0.00 0%CE 1.10E-07 4.81E-07 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Acenaphthene HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Acenaphthylene HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Anthracene HAP 2.35E-09 lbs/MMBtu 0.00 0.00 0%CE 1.65E-08 7.21E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Benz(a)anthracene HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Benzene HAP 2.06E-06 lbs/MMBtu 0.00 0.00 0%CE 1.44E-05 6.31E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(a)pyrene HAP 1.18E-09 lbs/MMBtu 0.00 0.00 0%CE 8.24E-09 3.61E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(b)fluoranthe HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(g,h,i)perylen HAP 1.18E-09 lbs/MMBtu 0.00 0.00 0%CE 8.24E-09 3.61E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Benzo(k)fluoranthe HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Chrysene HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Dibenzo(a,h)anthra HAP 1.18E-09 lbs/MMBtu 0.00 0.00 0%CE 8.24E-09 3.61E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Dichlorobenzene HAP 1.18E-06 lbs/MMBtu 0.00 0.00 0%CE 8.24E-06 3.61E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Fluoranthene HAP 2.94E-09 lbs/MMBtu 0.00 0.00 0%CE 2.06E-08 9.02E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Fluorene HAP 2.75E-09 lbs/MMBtu 0.00 0.00 0%CE 1.92E-08 8.42E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Formaldehyde HAP 7.35E-05 lbs/MMBtu 0.00 0.00 0%CE 5.15E-04 2.25E-03 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours n-Hexane HAP 1.76E-03 lbs/MMBtu 0.01 0.05 0%CE 1.24E-02 5.41E-02 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Indeno(1,2,3-cd)py HAP 1.76E-09 lbs/MMBtu 0.00 0.00 0%CE 1.24E-08 5.41E-08 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Naphthalene HAP 5.98E-07 lbs/MMBtu 0.00 0.00 0%CE 4.19E-06 1.83E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Phenanathrene HAP 1.67E-08 lbs/MMBtu 0.00 0.00 0%CE 1.17E-07 5.11E-07 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Pyrene HAP 4.90E-09 lbs/MMBtu 0.00 0.00 0%CE 3.43E-08 1.50E-07 Point [14]
Process Area Source Hourly
Maximum Units/Hour Annual
Maximum Units/Yr Pollutant Category Emission
Factor EF Units
Uncontrolled
Emission Rate
(lbs/hr)
Uncontrolled
Emission Rate
(tons/yr)
Control
Efficiency CE Units
Controlled
Emission Rate
(lbs/hr)
Controlled
Emission Rate
(tons/yr)
Emission
Type References
Facility Kemco Boiler 7 MMBtu 8760 hours Toluene HAP 3.33E-06 lbs/MMBtu 0.00 0.00 0%CE 2.33E-05 1.02E-04 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Arsenic HAP 1.96E-07 lbs/MMBtu 0.00 0.00 0%CE 1.37E-06 6.01E-06 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Beryllium HAP 1.18E-08 lbs/MMBtu 0.00 0.00 0%CE 8.24E-08 3.61E-07 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Cadmium HAP 1.08E-06 lbs/MMBtu 0.00 0.00 0%CE 7.55E-06 3.31E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Chromium HAP 1.37E-06 lbs/MMBtu 0.00 0.00 0%CE 9.61E-06 4.21E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Cobalt HAP 8.24E-08 lbs/MMBtu 0.00 0.00 0%CE 5.76E-07 2.52E-06 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Manganese HAP 3.73E-07 lbs/MMBtu 0.00 0.00 0%CE 2.61E-06 1.14E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Mercury HAP 2.55E-07 lbs/MMBtu 0.00 0.00 0%CE 1.78E-06 7.82E-06 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Nickel HAP 2.06E-06 lbs/MMBtu 0.00 0.00 0%CE 1.44E-05 6.31E-05 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours Selenium HAP 2.35E-08 lbs/MMBtu 0.00 0.00 0%CE 1.65E-07 7.21E-07 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours CO2 GHG 1.18E+02 lbs/MMBtu 823.53 3607.06 0%CE 8.24E+02 3.61E+03 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours CH4 GHG 5.51E-02 lbs/MMBtu 0.39 1.69 0%CE 3.86E-01 1.69E+00 Point [14]
Facility Kemco Boiler 7 MMBtu 8760 hours N2O GHG 6.57E-02 lbs/MMBtu 0.46 2.01 0%CE 4.60E-01 2.01E+00 Point [14]
Throughput Comments & Assumptions:
Emission Factor References & Assumptions:
[2] AP-42, 3.4 Large Stationary Diesel and All Stationary Dual Fuel Engines, Table 3.4-1 Gaseous Emission Factors for Large Stationary Diesel and all Stationary Dual Fuel Engines
[3] SO2 emissions are calculated based on the combustion of fuel with a 15ppm sulfur limit.
[4] AP-42, 3.4 Large Stationary Diesel and All Stational Dual Fuel Engines, Table 3.4-3 Speciated Organic Compound Emission Factors for Large Uncontrolled Stationary Diesel Engines
[5] AP-42, 3.4 Large Stationary Diesel and All Stational Dual Fuel Engines, Table 3.4-4 PAH Emission Factors for Large Uncontrolled Stationary Diesel Engines
[6] AP-42, Table 8.19.1-1 Wind erosion of exposed areas
[7] Uncontrolled PM2.5 speciation ratio of 0.15/0.51 applied to PM2.5 emission factor based on guidance in AP-42, Appendix B.2 Generalized Particle Size Distributions, Table B.2.2, Category 3 - Mechanically Generated
[8] Control efficiencies are based on data provided in AP-42, Appendix B.2 Generalized Particle Size Distributions, Table B.2-3, Row 061 - Dust Suppression by Water sprays
[9] Emission Factor: AP-42, Section 11.9 Western Surface Coal Mining, Table 11.9-4 Wind erosion of exposed areas for TSP multiplied by speciation factor from AP-42 Chapter 13.2.5 Industrial Wind Erosion, Section 13.2.5.3
[10] AP-42, Section 13.2.2 Unpaved Roads & Utah DAQ Haul Road Guidance, Refer to EF_REF tab for inputs used to establish emission factors.
[13] Fuel tank emissions are calculated using the Barr Tank Emission Calculation Spreadsheet (BTECS). The output of the calculations is included in the table. Refer to BTECS document for details associated with calculations.
[14] To be taken out of service
- POTM has converted from use of generators on line power for the site. Update as necessary for calcs
- Hours of operation for generators are limited to a specified number of hours per 12-months rolling. Generator 1 = 2800 hours, Generator 2 = 3000 hours, Generator 3 = 620 hours.
- Generator maximum throughputs are based on a conversion factor of 1.34 horsepower per kilowatt.
[11] Control efficiency based on use of chemical supressant and watering, which is assumed to be 85% efficient based on documention from the Utah Department of Environmental Quality Emissions Calculation Spreadsheets (https://deq.utah.gov/air-quality/emissions-calculations-spreadsheets, Revision Date:
07/07/2021 1:47 PM)
[12] Control efficiency based on use of paving with vacuum sweeping & watering, which is assumed to be 95% efficient based on documention from the Utah Department of Environmental Quality Emissions Calculation Spreadsheets (https://deq.utah.gov/air-quality/emissions-calculations-spreadsheets, Revision
Date: 07/07/2021 1:47 PM)
[1] 40 CFR Part 60, Subpart IIII, Table 1 Emission Standards for Stationary Pre-2007 Model Year Engines with a Displacement of <10 Liters per Cylinder and 2007-2010 Model Year Engines >2,237KW (3000 HP) and With a Displacement of <10 Liters per Cylinder - KW>560 (HP>750)
- Vehicle miles traveled (VMT) for trucks and loaders were estimated based on one-way road lengths identified on aerial photography. For road lengths that were round trip, the one-way road length was calculated by dividing the round trip road length by 2. Units
that have more than one possible route used the average of the one-way road lengths for all the routes to establish a one-way road length. Calculations are set up consistent with Utah DAQ Haul Road Guidance and Haul Road emission calculation template.
- Acreage of storage piles and disturbed ground is estimated by Staker Parson based on aerial photography.
𝐸𝐸=𝑘𝑘⁄𝑠𝑠12 𝑎𝑎⁄𝑊𝑊3 𝑏𝑏
Staker Parson | Point of the Mountain
Potential to Emit
Emission sources proposed to be replaced or removed as part of this project.
Process Area Source Control
RMC - PS Aggregate Transfer to Elevated Bin Enclosed
Cement Loading to Storage Silo Baghouse
Cement Supplement Loading to Storage Silo Baghouse
Loader to Hopper None
Mixer Loading Enclosed with Central Dust Collector
Sand Transfer to Elevated Bin Enclosed
Water Heater #1 None
Weigh Hopper Loading Enclosed with Central Dust Collector
Conveyors Enclosed
RMC - PW Aggregate Transfer to Elevated Bin Enclosed
Cement Loading to Storage Silo Baghouse
Cement Supplement Loading to Storage Silo Baghouse
Loader to Hopper None
Mixer Loading Enclosed with Central Dust Collector
Sand Transfer to Elevated Bin Enclosed
Water Heater #2 None
Weigh Hopper Loading Enclosed with Central Dust Collector
Conveyors Enclosed
Aggregate Cone Crushers Wet Suppression
Dozer None
Jaw Crushers Wet Suppression
Loader to Hopper Wet Suppression
Screens Wet Suppression
VSI Crushers Wet Suppression
Truck Loading None
Conveyors Wet Suppression
HMA (current)Drum Mix Baghouse
HMA Conveyor Enclosed
Hot Oil System None
Lime Silo Dust Collector
RAP Conveyor None
RAP Screens None
Asphalt Storage Silo None
Asphalt Loadout None
Asphalt Transport None
Asphalt Cement Tank 1 None
Asphalt Cement Tank 2 None
Asphalt Cement Tank 3 None
Asphalt Cement Tank 4 None
Process Area Source Control
Drum Mix Baghouse
HMA Conveyor Enclosed
Hot Oil System None
Lime Silo Dust Collector
RAP Conveyor None
RAP Screens None
Asphalt Storage Silos Blue Smoke System
Asphalt Loadout None
Asphalt Transport None
Asphalt Cement Tank 1 None
Asphalt Cement Tank 2 None
Asphalt Cement Tank 3 None
Asphalt Cement Tank 4 None
Asphalt Cement Tank 5 None
Asphalt Cement Tank 6 None
Facility Generator 1 (1000 kW)None
Generator 2 (725 kW)None
Generator 3 (725 kW)None
Storage Piles Dust Suppression by Water sprays
Diesel Fuel Tank 1 - Point West None
Diesel Fuel Tank 2 - Point East None
Diesel Fuel Tank - Point East HMA None
Diesel Fuel Tank - Point South None
Diesel Fuel Tank - Point West None
Gasoline Fuel Tank - Point West None
RMC Truck - PW - Unpaved Chemical Suppressant & Watering
RMC Loader - PW - Unpaved Chemical Suppressant & Watering
RMC Truck - PS - Unpaved Chemical Suppressant & Watering
RMC Loader - PS - Unpaved Chemical Suppressant & Watering
Aggregate Truck - Unpaved Chemical Suppressant & Watering
Aggregate Loader - Unpaved Chemical Suppressant & Watering
HMA Truck - Unpaved Chemical Suppressant & Watering
HMA Loader - Unpaved Chemical Suppressant & Watering
RMC Truck - PW - Paved Paving with Vacuum Sweeping & Watering
RMC Loader - PW - Paved Paving with Vacuum Sweeping & Watering
RMC Truck - PS - Paved Paving with Vacuum Sweeping & Watering
RMC Loader - PS - Paved Paving with Vacuum Sweeping & Watering
Aggregate Truck - Paved Paving with Vacuum Sweeping & Watering
Aggregate Loader - Paved Paving with Vacuum Sweeping & Watering
HMA Truck - Paved Paving with Vacuum Sweeping & Watering
HMA Loader - Paved Paving with Vacuum Sweeping & Watering
Kemco Boiler None
HMA Gencore

24
Utah Division of Air Quality Forms
Form 1 Date __________________
Notice of Intent (NOI) Application Checklist
Company __________________
Utah Division of Air Quality
New Source Review Section
Source Identification Information [R307-401-5]
1. Company name, mailing address, physical address and telephone number 
2. Company contact (Name, mailing address, and telephone number)
3.Name and contact of person submitting NOI application (if different than 2)
4.Source Universal Transverse Mercator (UTM) coordinates 
5. Source Standard Industrial Classification (SIC) code 
6.Area designation (attainment, maintenance, or nonattainment)
7.Federal/State requirement applicability (NAAQS, NSPS, MACT, SIP, etc.)
8.Source size determination (Major, Minor, PSD)
9. Current Approval Order(s) and/or Title V Permit numbers 
NOI Application Information: [R307-401]










N/A 
N/A 
A.Air quality analysis (air model, met data, background data, source impact analysis) N/A 
1.Detailed description of the project and source process
2.Discussion of fuels, raw materials, and products consumed/produced
3.Description of equipment used in the process and operating schedule
4.Description of changes to the process, production rates, etc.
5.Site plan of source with building dimensions, stack parameters, etc.
6.Best Available Control Technology (BACT) Analysis [R307-401-8]
A.BACT analysis for all new and modified equipment
7.Emissions Related Information: [R307-401-2(b)]
A.Emission calculations for each new/modified unit and site-wide
(Include PM10, PM2.5, NOx, SO2, CO, VOCs, HAPs, and GHGs)
B.References/assumptions, SDS, for each calculation and pollutant
C.All speciated HAP emissions (list in lbs/hr)
8.Emissions Impact Analysis – Approved Modeling Protocol [R307-410]
A.Composition and physical characteristics of effluent
(emission rates, temperature, volume, pollutant types and concentrations)
9.Nonattainment/Maintenance Areas – Major NSR/Minor (offsetting only) [R307-403]
A.NAAQS demonstration, Lowest Achievable Emission Rate, Offset requirements
B.Alternative site analysis, Major source ownership compliance certification
10.Major Sources in Attainment or Unclassified Areas (PSD) [R307-405, R307-406]
B.Visibility impact analysis, Class I area impact
11.Signature on Application
N/A 
Note: The Division of Air Quality will not accept documents containing confidential information or data.
Documents containing confidential information will be returned to the Source submitting the application.
[1] Feedback from Dave Prey that modeling is not required for this project due to emission increases
less than the R403-410-4 thresholds.
[1]
05/26/2023
Staker Parson
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
N/A
1 of 1
Form 2 Date ____________
Company Information/Notice of Intent (NOI)
Utah Division of Air Quality
New Source Review Section
Application for: □ Initial Approval Order □Approval Order Modification
General Owner and Source Information
1.Company name and mailing address:
____________________________
____________________________
____________________________
Phone No.: ( )
Fax No.: ( )
2.Company** contact for environmental matters:
____________________________
Phone no.: ( )
Email: _______________________
** Company contact only; consultant or independent contractor contact
information can be provided in a cover letter
3.Source name and physical address (if different from
above):____________________________
____________________________
____________________________
Phone no.: ( )
Fax no.: ( )
4.Source Property Universal Transverse Mercator
coordinates (UTM), including System and Datum:
UTM:_________________________
X:____________________________
Y:____________________________
5.The Source is located in:__________________ County 6.Standard Industrial Classification Code (SIC)
_1_ _4_ _4_ _2_
7.If request for modification, AO# to be modified: DAQE #__________________ DATED: ____/____/____
8.Brief (50 words or less) description of process.
Electronic NOI
9.A complete and accurate electronic NOI submitted to DAQ Permitting Mangers Jon Black ([e-mail]) or Alan
Humpherys ([e-mail]) can expedite review process. Please mark application type.
Hard Copy Submittal Electronic Copy Submittal □ Both
Authorization/Signature
I hereby certify that the information and data submitted in and with this application is completely true, accurate and
complete, based on reasonable inquiry made by me and to the best of my knowledge and belief.
Signature: Title:
_______________________________________
Name (Type or print)
Telephone Number:
( )
Email:
Date:
05/26/2023
4 4
Staker Parson
89 West 13490 South, Suite 100
Draper, UT 84020
Nakeasha Scovill
[phone]
[e-mail]
Point of the Mountain
3.5 Miles South of Bluffdale Exit 291
Bluffdale, UT
Salt Lake
12
423,193 m Easting
4,480,340 m Northing
AN112340013-17 01 18 17
Construction of a new hot mix asphalt (HMA) plant to replace existing, permitted sources and
refinements to other existing, permitted sources consistent with accepted air quality emission
calculation methodology.
General Manager
Chris Ylincheta [phone]
[e-mail]
05/26/2023
Chris Ylincheta
Digitally signed by Chris Ylincheta
DN: C=US, E=[e-mail],
O=CRH, OU="Reynolds Excavation, Demolition & Utilities",
CN=Chris Ylincheta
Reason: I am approving this document
Date: 2023.05.26 12:31:16-06’00’
Page 1 of 1
Form 4 Company____________________________
Project Information Site ______________________________
Utah Division of Air Quality
New Source Review Section
Process Data - For Modification/Amendment ONLY
1.Permit Number_______________________________
If submitting a new permit, then use Form 3
Requested Changes
2.Name of process to be modified/added:
_______________________________
End product of this process:
_______________________________
3.Permit Change Type: New Increase*
Equipment
Process
Condition Change ____________________
Other ______________________________
Other ______________________________
Other ______________________________
4.Does new emission unit affect existing
permitted process limits?
Yes No
5.Condition(s) Changing:
6.Description of Permit/Process Change**
7.New or modified materials and quantities used in process. **
Material Quantity Annually
8.New or modified process emitting units **
Emitting Unit(s) Capacity(s) Manufacture Date(s)
*If the permit being modified does not include CO2e or PM2.5, the emissions need to be calculated and submitted to DAQ, which may result in an
emissions increase and a public comment period.
**If additional space is required, please generate a document to accommodate and attach to form.
Staker Parson is proposing to amend the Point of the Mountain Facility Approval Order DAQE-
AN112340013-17, issued 1/18/17 (AO), to allow the construction of a new hot mix asphalt (HMA) plant to
replace existing, permitted sources. The project also includes refinements to other existing, permitted
sources consistent with accepted air quality emission calculation methodology. No site wide requirements
will change including operating limits under AO conditions II.B.1, A, C, and D. Overall, the facility will remain
minor under New Source Review after the project.
Staker Parson
Point of the Mountain
DAQE-AN112340013-17
HMA Gencore Plant
Hot Mix Asphalt
4
4
4
II.B.1.a.B

N/A
One Single Barrel 500 ton/hr Drum Mixer 500.00
One 150 MMBtu/hr Natural Gas Burner 150.00
One 2.8 MMBtu/hr Hot Oil Heater 2.80
Four Total 30,000 gallon Asphalt Cement Tanks 30,000.00
Six Total 300 ton Asphalt Storage Silos 300.00
STATE OF UTAH
Department of Environmental Quality
' Division of Air Quality
APPROVAL ORDER: Administrative Amendment to Approval
Order DAQE-AN112340012-16 Following R307-401-12 Reduction in
Air Pollutants
Prepared By: Mr. Todd Wetzel, Engineer
Phone: [phone]
Email: [e-mail]
APPROVAL ORDER NUMBER
DAQE-AN112340013-17
Date: January 18, 2017
Staker & Parson Companies
Point of the Mountain Facility
Source Contact:
Mike Dalley, Environmental Contact
Phone: [phone] ·
Bryce C. Bird
Director
Additional space was required for UDAQ Form 4, this is a Red Line Strike-Out (RLSO)
document to accommodate and is attached to form/appendix.
Abstract
Staker & Parson Companies has requested an administrative amendment to its existing AO, DAQE-
ANl 12340012-16, dated October 4, 2016, at its Point of the Mountain Facility. The company is
removing a 545 kW generator from the permit and adjusting the hours of operation on the remaining
generator engines, as well as adding an additional asphalt storage silo. This amendment is being
processed as a reduction in air pollutants according to R307-401-12, as all pollutants are decreasing.
The site is located at the southern end of Salt Lake County. From I 15, take Bluffdale Exit 291 and
proceed south on east Frontage Road approximately 3.5 miles. Salt Lake County is a nonattainment area
of the NAAQS for PM10 , PM25, and SO2 and is a maintenance area for ozone. NSPS (40 CFR 60
Subparts A, I, 000, and IIII) and MACT ( 40 CFR 63 Subparts A and ZZZZ) regulations apply to this
source. NESHAP (40 CFR 61) regulations do not apply to this source. Title V of the 1990 Clean Air Act
applies to this source, and this source is considered a Title V Area Source.
The potential emission, in tons per year, will change as follows: PM10 = -0.72 (which includes PM2.5),
PM2.s = -0.42, NOx = -27.84, SO2 = -4.39, CO= -7.40, VOC = -0.71, HAPs = -0.05, and CO2e == -1,436.
The changes in emissions will result in the following, in tons per year, potential to emit totals: PM10 ==
112.63 [fugitive= 68.97, (also includes PM2.s)], PM2.s = 37.54, NOx == 69.91, SO2 = 10.40, CO== 71.24,
VOC = 14.53, HAPs = 3.23, and CO2e = 21,972.
Potential emission rates of PM10 do not exceed the Major Source threshold of 100 tons/year, due to a large
portion of this site consisting of fugitive emission sources. The Point of the Mountain plant shall be
considered a Title V Area source (See UAC R307-101-2 Definition of Major Source).
This air quality AO authorizes the project with the following conditions and failure to comply with any of
the conditions may constitute a violation of this order. This AO is issued to, and applies to the following:
Name of Permittee: Permitted Location:
Staker & Parson Companies Point of the Mountain Facility
89 West 13490 South, Suite 1000
Draper, UT 84020
3 .5 Miles South of Bluffdale Exit 291
Bluffdale, UT
UTM coordinates: 423,193 m Easting, 4,480,340 m Northing, UTM Zone 12
UTM Datum: NAD27
1.1
I.2
1.3
I.4
SIC code: 1442 (Construction Sand & Gravel)
Section I: GENERAL PROVISIONS
All definitions, terms, abbreviations, and references used in this AO conform to those used in
the UAC R307 and 40 CFR. Unless noted otherwise, references cited in these AO conditions
refer to those rules. [R307-101]
The limits set forth in this AO shall not be exceeded without prior approval. [R307-401]
Modifications to the equipment or processes approved by this AO that could affect the
emissions covered by this AO must be reviewed and approved. [R307-401-1]
All records referenced in this AO or in other applicable rules, which are required to be kept by
the owner/operator, shall be made available to the Director or Director's representative upon
request, and the records shall include the two-year period prior to the date of the request. Unless
otherwise specified in this AO or in other applicable state and federal rules, records shall be kept
for a minimum of two (2) years. [R307-401-8]
Refer to Form 5 for updated emissions
DAQE-ANl 12340013-17
Page3
I.5
I.6
1.7
II.A
11.A.1
Il.A.2
II.A.3
II.A.4
Il.A.6
II.A.7
II.A.8
II.A.9
Il.A.10
II.A.11
II.A.12
At all times, including periods of startup, shutdown, and malfunction, owners and operators
shall, to the extent practicable, maintain and operate any equipment approved under this AO,
including associated air pollution control equipment, in a manner consistent with good air
pollution control practice for minimizing emissions. Determination of whether acceptable
operating and maintenance procedures are being used will be based on information available to
the Director which may include, but is not limited to, monitoring results, opacity observations,
review of operating and maintenance procedures, and inspection of the source. All maintenance
performed on equipment authorized by this AO shall be recorded. [R307-401-4]
The owner/operator shall comply with R307-150 Series. Inventories, Testing and Monitoring.
[R307-150]
The owner/operator shall comply with UAC R307-107. General Requirements: Breakdowns.
[R307-107]
Section II: SPECIAL PROVISIONS
The approved installations shall consist of the following equipment:
Point of the Mountain Facility
Seventeen (17) Screens
Capacity: 700 tph ( each)
Two (2) Screens
Capacity: 500 tph (each)
Two (2) Screens
Capacity: 300 tph (each)
Four ( 4) VSI Crushers
Capacity: 700 tph ( each)
One (1) VSI Crusher
Capacity: 300 tph
Two (2) Cone Crushers
Capacity: 700 tph (each)
Two (2) Cone Crushers
Capacity: 500 tph (each)
One (1) Cone Crusher
Capacity: 300 tph
Two (2) Jaw Crushers
Capacity: 700 tph and 500 tph
One (1) Jaw Crusher
Capacity: 500 tph
Wet Aggregate Processing
Screens and material washing screws
*Listed for information purposes only*
No Change
No Change
Proposed to be replaced with two scalping screens
DAQE-ANl 12340013-17
Page4
II.A.13
II.A.14
II.A.15
II.A.16
II.A.17
II.A.18
II.A.19
II.A.20
II.A.21
II.A.22
II.A.23
II.A.24
II.A.25
II.A.26
II.A.27
II.A.28
II.A.29
One (1) Generator
Rating: 1000 kW
Fuel: Diesel
Two (2) Generators
Rating: 725 kW (each)
Fuel: Diesel
Two (2) 12-yard Central Mix Plants
Equipped with handling bins and weigh Batchers
One (1) Truck Mix Plant
Eight (8) Cement/Flyash silos
Equipped with dust collectors
Two (2) Water Heaters
Rating: 10 MMBtu (each)
Fuel: Natural Gas
One (1) Drum Mix Asphalt Plant
One (1) Baghouse
One (1) Lime Silo
Equipped with a dust collector
One (1) Pugmill
Three (3) Asphalt Cement Tanks
Capacity: 30,000 gallons (each)
Four ( 4) Asphalt Storage Silos
Various Cold Feed Bins
Various RAP Feed Bins
Two (2) 10,000 Gallon Diesel Fuel Tanks
One (1) 900 Gallon Unleaded Gasoline Tank
One (1) Kemco Systems Boiler
Rating: 7 MMBtu/hr
Associated Equipment
facludes: Front-end Loaders, Bulldozers, Conveyors, Feeders, etc.
No Change
No Change
Proposed to be replaced
No Change
Proposed to be replaced with new pugmill
Proposed to have a total of 6 AC tanks
Proposed to have total of 6 HMA tanks
No Change
Updating tanks
II.A.## Hot Oil Heater 2.8 mmBtu Proposed to be added.
DAQE-ANl 12340013-17
Page 5
11.B
II.BJ
II.BJ.a
II.B.1.a.1
II.B.l.b
II.B.1.b.l
Requirements and Limitations
Site Wide Requirements
The following operating limits shall not be exceeded:
A. 7,800,000 tons of processed aggregate material per rolling 12-month period
B. 800,000 tons of asphalt production per rolling 12-month period
C. 1,075,000 cubic yards of concrete production per rolling 12-month period
D. 4,500 hours total of bull-dozer operation per rolling 12-month period
[R307-401-8]
To determine compliance with a rolling 12-month total the owner/operator shall calculate a
new 12-month total by the twentieth day of each month using data from the previous 12
months. Records of production shall be kept for all periods when the plant is in operation.
Production shall be determined by scale house records or vendor receipts. The records of
production shall be kept on a daily basis. Hours of operation for the bull-dozers shall be
determined by hour meters installed on the equipment or supervisor monitoring and
maintaining of an operations log. [R307-40l-8]
Visible emissions from the following emission points shall not exceed the following values:
A. Crushers -12% opacity
B. Screens -7% opacity
C. All Conveyor Transfer Points -7% opacity
D. Concrete Batch Plants -7% opacity
E. All Diesel Engines -20% opacity
F. All Conveyor Drop Points -20% opacity
G. All Other Points -20% opacity
[R307-312]
Opacity observations of visible emissions from stationary sources shall be conducted
according to 40 CFR 60, Appendix A, Method 9.
For equipment subject to NSPS, opacity shall be determined by conducting observations in
accordance with 40 CFR 60 .11 (b) and 40 CFR 60, Appendix A, Method 9.
Initial visible emission observations shall be conducted according to 40 CFR 60.11 and 40
CFR 60.674. A certified observer must be used for these observations. Emission points which
are subject to the initial observations are those as defined in 40 CFR 60.670.
[40 CFR 60 Subpart 000, R307-20l-3]
DAQE-ANl 12340013-17
Page6
II.B.2
II.B.2.a
II.B.2.b
II.B.2.c
II.B.2.c.1
II.B.2.d
II.B.2.d.1
II.B.2.e
II.B.3
II.B.3.a
II.B.3.b
Haul Roads and Fugitive Dust Requirements
The owner/operator shall comply with all applicable requirements of R307-309 for PM10 and
PM25 non-attainment areas for fugitive emissions and fugitive dust sources. [R307-309]
The haul road speed limit of 15 mph shall be posted, at a minimum, at the beginning of the
haul road where it is clearly visible. [R307-401-8]
Visible fugitive dust emissions from haul-road traffic and mobile equipment in operational
areas shall not exceed 20% opacity. [R307-401-8]
Visible emission determinations for fugitive dust emissions from haul-road traffic and mobile
equipment in operational areas shall use procedures similar to Method 9. The normal
requirement for observations to be made at 15-second intervals over a six-minute period,
however, shall not apply. Visible emissions shall be measured at the densest point of the
plume but at a point not less than 1/2 vehicle length behind the vehicle and not less than 1/2
the height of the vehicle. [R307-309-5]
The owner/operator shall water spray or chemically treat all unpaved roads and operational
areas that are used by mobile equipment to control fugitive dust, and maintain the opacity
limits listed in this AO. [R307-401-8]
Records of water, chemical, or sweeping treatment shall be kept for all periods when the plant
is in operation. The records shall include the following items:
A. Date of treatment
B. Number of treatments made, dilution ratio, and quantity
C. Rainfall received, if any
D. Sweeping activity or area swept
E. Records of temperature if the temperature is below freezing
[R307-401-8]
The owner/operator shall apply water from conveyor sprays and water trucks to all storage
piles on site to control fugitive emissions. Sprays shall operate as required to maintain the
opacity limtlts listed in this AO when the temperature is above freezing. [R307-401-8]
Asphalt Plant Requirements
The asphalt plant baghouse shall control process streams from the drum mixer. This baghouse
shall be sized to handle at least 75,000 ACFM for the existing conditions. All exhaust air from
the drum mixer shall be routed through the baghouse before being vented to the atmosphere .
. [R307-401-8]
From November 1 to March 1, a hot mix asphalt plant burning a fuel other than natural gas or
liquefied petroleum gas (LPG) shall not produce more than 50% of its rated capacity.
Production shall be determined by scale house records or equivalent method on a daily basis.
[R307-312]
DAQE-ANl 12340013-17
Page 7
II.B.3.b.l
II.B.3.c
II.B.3.d
II.B.3.d.1
Compliance shall be based on either the daily amount of hot mix asphalt produced averaged
over the operating day or the daily amount of hot mix asphalt produced while burning a fuel
other than natural gas or LPG averaged over the time the plant is operating while burning a
fuel other than natural gas or LPG each day.
Compliance shall be determined by production and fuel records.
[R307-312]
The following operating parameters shall be maintained on the asphalt plant baghouse:
1. The pressure drop shall not be less than 2.0 inches of water column or more than
6.0 inches of water column.
2. The pressure drop reading shall be accurate within plus or minus 1.0 inches of water
column.
The pressure drop shall be monitored with equipment located such that an inspector/operator
can safely read the output any time.
All instruments shall be calibrated according to the manufacturer's instructions at least once
every 12 months. Continuous or intermittent recording of the reading is not required.
[R307-401-8]
Emissions to the atmosphere from the Hot Mix Asphalt Plant Baghouse Exhaust Stack shall
not exceed the following rates and concentrations (standardized at 68°F, 29.92 in Hg):
Pollutant
TSP
TSP(RAP)
PM10
PM10 (RAP)
PM2.s (Filterable)
PM2.5 (Filterable) (RAP)
[R307-401-8]
lb/hr
5.80
6.78
4.64
5.42
4.64
4.64
grain/dscf
0.030
0.035
0.024
0.028
0.024
0.024
Stack testing to show compliance with the emission limitations stated in the above condition
shall be performed as specified below:
Emission Point: HMAP Baghouse Exhaust Stack
Pollutant
PM10
(virgin & RAP)
PM2.s
(virgin & RAP)
Test Frequency
#
#
See Appendix B for proposed emission limits for the new HMA plant.
Pressure drop will be established with the initial performance test
as required by NSPS Subpart A (40 CFR 60.8) and Subpart I.
DAQE-ANl 12340013-17
Page 8
II.B.3.d.2
# Test every three years or sooner if directed by the Director. Tests may be required if
the source is suspected to be in violation with other conditions of this AO.
Compliance testing shall not be required for both virgin and recycled materials during
the same testing period. Testing shall be performed for the product being produced
during the time of testing.
[R307-165]
Notification:
At least 30 days prior to conducting any emission testing required under any part ofUAC,
R3 07, the owner or operator shall notify the Director of the date, time and place of such testing
and, if determined necessary by the Director, the owner or operator shall attend a pretest
conference. The pretest conference shall include representation from the owner/operator, the
tester, and the Director. A source test protocol shall be submitted to DAQ when the testing
notification is submitted to the Director. The source test protocol shall be approved by the
Director prior to performing the test(s). The source test protocol shall outline the proposed test
methodologies, stack to be tested, and procedures to be used. The emission point shall be
designed to conform to the requirements of 40 CFR 60, Appendix A, Method 1, or other
methods as approved by the Director. An Occupational Safety and Health Administration
(OSHA) or Mine Safety and Health Administration (MSHA) approved access shall be
provided to the test location.
[R307-165]
II.B.3.d.3 PM10
For stacks in which no liquid drops are present, the following methods shall be used: 40 CFR
51, Appendix M, Methods 201 or 201a. The back half condensibles shall also be tested using
the method specified by the Director. All particulate captured shall be considered PM10 •
For stacks in which liquid drops are present, methods to eliminate the liquid drops should be
explored. If no reasonable method to eliminate the drops exists, then the following methods
shall be used: 40 CFR 60, Appendix A, Method 5, 5a, 5d, or 5e as appropriate. The
condensable particulate emissions shall also be tested using 40 CFR 51, Appendix M Method
202, or other EPA~approved testing method, acceptable to the Director. The portion of the
front half of the catch considered PM10 shall be based on information in Appendix B of the
fifth addition of the EPA document, AP~42, or other data acceptable to the Director. The
condensable particulate emissions shall not be used for compliance demonstration, but shall be
used for inventory purposes.
[R307-401-8]
11.B.3.d.4 PM2.5
The following methods shall be used to measure filterable particulate emissions: 40 CFR 51,
Appendix M, Method 20 lA, or other EPA-approved testing method, as acceptable to the
Director. All particulate captured shall be considered PM10 . The portion of the filterable
particulate emissions considered PM 10 shall be based on information in Appendix B of the
fifth edition of the EPA document, AP-42, or other data acceptable to the Director. The
filterable particulate emissions shall be used for compliance demonstration.
DAQE-ANl 12340013-17
Page9
II.B.3.d.5
II.B.3.d.6
II.B.3.d.7
II.B.4
II.B.4.a
II.B.4.b
The following methods shall be used to measure condensable particulate emissions: 40 CFR
51, Appendix M, Method 202, or other EPA-approved testing method, as acceptable to the
Director. The condensable particulate emissions shall not be used for compliance
demonstration, but shall be used for inventory purposes.
[R307-401-8]
Volumetric Flow Rate
40 CFR 60, Appendix A, Method 2 or other EPA approved testing methods approved by the
Director.
[R307-401-8]
Calculations
To determine mass emission rates (lb/hr, etc.) the pollutant concentration as determined by the
appropriate methods above shall be multiplied by the volumetric flow rate and any necessary
conversion factors determined by the Director, to give the results in the specified units of the
emission limitation.
[R307-401 -8]
Existing Source Operation
For an existing source/emission point, the production rate during all compliance testing shall
be no less than 90% of the maximum production achieved in the previous three (3) years.
[R307-401-8]
Fuel Requirements
The owner/operator shall use natural gas, propane, fuel oil or on-specification used oil as fuel
in the asphalt plant. [R307-401-8]
Sources burning used oil for energy recovery shall comply with the following:
The concentrations/parameters of contaminants in any used oil fuel shall not exceed the
following levels:
1) Arsenic 5 ppm by weight
2) Cadmium 2 ppm by weight
3) Chromium 10 ppm by weight
4) Lead 100 ppm by weight
5) Total halogens 1,000 ppm by weight
6) Flash Point shall not be less than 100°F
[R307-401-8]
DAQE-ANl 12340013-17
Page 10
II.B.4.b.l
II.B.4.b.2
II.B.4.b.3
II.B.4.b.4
II.B.4.c
II.B.4.c.1
II.B.5
II.B.5.a
II.B.5.a.1
The owner/operator shall provide test certification for each load of used oil fuel received.
Certification shall be either by their own testing or test reports from the used oil fuel marketer.
Records of used oil fuel consumption and the test reports shall be kept for all periods when the
plant is in operation. Records shall be made available to the Director or the Director's
representative upon request. The records shall include the three-year period prior to the date
of the request. [R307-401-8]
Used oil that does not exceed any of the listed contaminants content may be burned. The
owner/operator shall record the quantities of oil burned on a daily basis. [R307-401-8]
Any used oil fuel that contains more than 1000 ppm by weight of total halogens shall be
considered a hazardous waste and shall not be burned in the boiler. The oil shall be tested for
halogen content by ASTM Method D-808-81, EPA Method 8240 or Method 8260 before used
oil fuel is transferred to the boiler tank and burned. [R307-401-8]
Sources utilizing used oil as a fuel shall comply with the State Division of Solid and
Hazardous Waste in accordance with R315-15, UAC. [R307-401-8]
The sulfur content of any fuel oil or diesel burned shall not exceed:
A. 0.50 percent by weight for fuels used in the asphalt plant.
B. 15 ppm by weight for diesel fuels consumed in all other equipment.
[R307-401-8]
The sulfur content shall be determined by ASTM Method D-4294-89 or approved equivalent.
Certification of used oil shall be either by the owner/operators own testing or test reports from
the used oil fuel marketer. Certification of other fuels shall be either by the owner/operators
own testing or test reports from the fuel marketer. [R307-203]
Engine Requirements
The generators on site shall not exceed the following hours of operations per rolling 12-month
period:
Generator
725 kW Diesel
725 kW Diesel
1000 kW Diesel
[R307-401-8]
Hours of Operation
620 hours
3,000 hours
2,800 hours
To determine compliance with a rolling 12-month total, the owner/operator shall calculate a
new 12-month total by the twentieth day of each month using data from the previous 12
months. Hours of operation shall be determined by supervisor monitoring and maintaining of
an operations log. [R307-401-8]
DAQE-ANl 12340013-17
Page 11
Section ID: APPLICABLE FEDERAL REQUIREMENTS
. fa addition to the requirements of this AO, all applicable provisions of the following federal programs
have been found to apply to this installation. This AO in no way releases the owner or operator from any
liability for compliance with all other applicable federal, state, and local regulations including UAC
R307.
NSPS (Part 60), A: General Provisions
NSPS (Part 60), I: Standards of Performance for Hot Mix Asphalt Facilities
NSPS (Part 60), 000: Standards of Performance for Nonmetallic Mineral Processing Plants
NSPS (Part 60), IIII: Standards of Performance for Stationary Compression Ignition Internal Combustion
Engines
MACT (Part 63), A: General Provisions
MACT (Part 63), ZZZZ: National Emissions Standards for Hazardous Air Pollutants for Stationary
Reciprocating faternal Combustion Engines
Title V (Part 70) Area Source
PERMIT IDSTORY
This AO is based on the following documents:
Is Derived From
Supersedes
NOI dated December 16, 2016
Approval Order DAQE-ANl 12340012-16 dated October 4, 2016
ADMINISTRATIVE CODING
The following information is for UDAQ internal classification use only:
Salt Lake County
CDS SM
MACT (Part 63), Nonattainment or Maintenance Area, Title V (Part 70) Area Source, NSPS (Part 60)
DAQE-ANl 12340013-17
Page 12
ACRONYMS
The following lists commonly used acronyms and associated translations as they apply to this document:
40CFR
AO
BACT
CAA
CAAA
CDS
CEM
CEMS
CFR
CMS co
CO2
CO2e
COM
DAQ/UDAQ
DAQE
EPA
FDCP
GHG
GWP
HAPorHAPs
ITA
LB/HR
MACT
MMBTU
NAA
NAAQS
NESHAP
NOI
NOx
NSPS
NSR
PM10
PM2.s
PSD
PTE
R307
R307-401
SO2
Title IV
Title V
TPY
UAC
voe
Title 40 of the Code of Federal Regulations
Approval Order
Best Available Control Technology
Clean Air Act
Clean Air Act Amendments
Classification Data System (used by EPA to classify sources by size/type)
Continuous emissions monitor
Continuous emissions monitoring system
Code of Federal Regulations
Continuous monitoring system
Carbon monoxide
Carbon Dioxide
Carbon Dioxide Equivalent -40 CFR Part 98, Subpart A, Table A-1
Continuous opacity monitor
Division of Air Quality
This is a document tracking code for internal UDAQ use
Environmental Protection Agency
Fugitive dust control plan
Greenhouse Gas(es) -40 CFR 52.21 (b)(49)(i)
Global Warming Potential -40 CFR Part 86.1818-12(a)
Hazardous air pollutant(s)
Intent to Approve
Pounds per hour
Maximum Achievable Control Technology
Million British Thermal Units
Nonattainment Area
National Ambient Air Quality Standards
National Emission Standards for Hazardous Air Pollutants
Notice oflntent
Oxides of nitrogen
New Source Performance Standard
New Source Review
Particulate matter less than 10 microns in size
Particulate matter less than 2.5 microns in size
Prevention of Significant Deterioration
Potential to Emit
Rules Series 307
Rules Series 307 -Section 401
Sulfur dioxide
Title N of the Clean Air Act
Title V of the Clean Air Act
Tons per year
Utah Administrative Code
Volatile organic compounds
Form 5 Company: Staker Parson
Emissions Information Site/Source: Point of the Mountain
Criteria/GHGs/HAPs
Utah Division of Air Quality
New Source Review Section
Pollutants
Permitted
Emissions
(tons/year)
Emissions
Increases
(tons/year)
Proposed
Emissions
(tons/year)
Criteria Pollutants
PM10 112.63 N/A 111.88
PM2.5 37.54 N/A 26.62
NOx 69.91 N/A 13.51
SO2 10.41 N/A 1.41
CO 71.24 N/A 36.41
VOC 14.53 4.85 19.38
VOC Fugitive N/A N/A 1.56NH3N/A N/A N/A
Greenhouse Gases Mass basis CO2e Mass basis CO2e Mass basis CO2e
Carbon dioxide (CO2)N/A 23,990.92 23,990.92
Methane (CH4)N/A 166.89 166.89
Nitrous oxide (N2O)N/A 56.30 56.30
Hydrofluorocarbons (HFCs)N/A N/A N/A
Perfluorocarbons (PFCs)N/A N/A N/A
Sulfur hexafluoride (SF6)N/A N/A N/A
Total Hazardous Air Pollutants 3.41E+00 3.90E+00
Acetaldehyde N/A N/A 6.41E-04 5.79E-04
Acrolein N/A N/A 2.00E-04 1.81E-04
Benzene N/A N/A 4.07E-02 2.44E-02
Beryllium N/A N/A 2.66E-05 1.91E-05
Biphenyl N/A N/A 3.58E-07 8.18E-08
Cadmium N/A N/A 2.93E-04 2.35E-04
Carbon disulfide N/A N/A 6.06E-04 7.58E-04
Cobalt N/A N/A 2.01E-05 1.52E-05
Cumene N/A N/A 1.86E-03 2.29E-03
Ethylbenzene N/A N/A 1.27E+00 1.58E+00
Formaldehyde N/A N/A 1.27E+00 1.58E+00
Manganese N/A N/A 8.01E-03 7.50E-03
Mercury N/A N/A 1.26E-04 1.27E-04
Methyl chloroform N/A N/A 1.92E-02 2.40E-02
Methylene chloride N/A N/A 6.58E-06 8.23E-06
m-Xylenes N/A N/A 4.26E-02 9.72E-03
Napthalene N/A N/A 1.67E-06 3.80E-07
n-Hexane N/A N/A 5.83E-01 5.14E-01
Nickel N/A N/A 2.64E-02 3.23E-02
o-Xylenes N/A N/A 2.72E-03 3.40E-03
Phenol N/A N/A 9.45E-08 2.16E-08
Phosphorus N/A N/A 1.28E-02 1.52E-02
p-Xylenes N/A N/A 1.17E-02 1.46E-02
Selenium N/A N/A 1.63E-04 1.91E-04
Styrene N/A N/A 2.53E-04 3.16E-04
Toluene N/A N/A 1.20E-01 9.85E-02
Total Chromium N/A N/A 5.05E-04 3.76E-04
Potential to Emit Criteria Pollutants and GHGs
Proposed
Emissions
(lb/hr)
Utah Division of Air Quality
New Source Review Section Company _______________________
Site/Source _____________________
Form 10 Date __________________________
Fabric Filters (Baghouses)
Baghouse Description
1. Briefly describe the process controlled by this baghouse:

Gas Stream Characteristics
2. Flow Rate (acfm): 4. Particulate Loading (grain/scf)
Design Max Average
Expected
3. Water Vapor Content of Effluent
Stream (lb. water/lb. dry air)
Inlet Outlet
5. Pressure Drop (inches H2O)
High __________ Low _________
6. Gas Stream Temperature (°F):7. Fan Requirements (hp) (ft
3/min)
Equipment Information and Filter Characteristics
8. Manufacturer and Model Number:
10. Bag Diameter
(in.)
11. Bag Length (ft.)12. Number of Bags:13. Stack Height
___________ feet
Stack Inside Diameter
___________ inches
9. Bag Material:
□Nomex nylon
□Polyester
□Acrylics
□Fiber glass
□Cotton
□Teflon
□___________
14. Filtering
Efficiency
Rating:
_________%
15. Air to Cloth
Ratio:
______: 1
16. Hours of Operation:
Max Per day ________
Max Per year _______
17. Cleaning Mechanism:
□Reverse Air □ Shaker
□Pulse Jet □ Other:
______________________
Emissions Calculations (PTE)
18. Calculated emissions for this device
PM10 ___________Lbs/hr___________ Tons/yr PM2.5 ___________Lbs/hr___________ Tons/yr
NOx ____________Lbs/hr___________ Tons/yr SOx ____________Lbs/hr___________ Tons/yr
CO ____________Lbs/hr___________ Tons/yr VOC ___________Lbs/hr___________ Tons/yr
HAPs___________Lbs/hr (speciate)____________Tons/yr (speciate)
Submit calculations as an appendix.
Page 1 of 2
Staker Parson
Point of the Mountain (POTM)
05/2/2023
99.984
0.52 0.120.41 0.10
6.15 4.92
35.0 28.0
1.70 1.36
12.816.0
2.15
As part of the HMA Plant replacement, a new baghouse will be installed to control particulate emissions from
the drum mix process.
4.92
1,302
110,629 CFM
Two, 150 HP electric motors
2.69 Total Combined HAP
24
8760
23.13%0.01558.047
275
30.5
68
TBD TBD
TBD TBD
85,470
Page 2 of 2
Instructions - Form 10 Fabric Filters (Baghouses)
NOTE: 1. Submit this form in conjunction with Form 1 and Form 2.
2.Call the Division of Air Quality (DAQ) at [phone] if you have problems or questions in
filling out this form. Ask to speak with a New Source Review engineer. We will be glad to
help!
1.Describe the process equipment that the filter controls, what product is being controlled, particle size
data (if available), i.e., cement silo, grain silo, nuisance dust in work place, process control with high
dust potential, etc.
2.The maximum and design exhaust gas flow rates through the filter control device in actual cubic feet
per minute (ACFM). Check literature or call the sales agent.
3. The water/moisture content of the gas stream going through the filter.
4.The amount of particulate in the gas stream going into the filter and the amount coming out if available.
Outlet default value = 0.016 grains PM10/dscf.
5.The pressure drop range across the system. Usually given in the literature in inches of water.
6. The temperature of the gas stream entering the filter system in degrees Fahrenheit.
7.The horse power of the fan used to move the gas stream and/or the flow rate of the fan in ft3/min.
8. Name of the manufacturer of the filter equipment and the model number if available.
9.Check the type of filter bag material or fill in the blank. Check literature or call the sales agent.
10. The diameter of the bags in the system. Check literature or call the sales agent.
11. The length of the bags in the system. Check literature or call the sales agent.
12. The number of bags. Check literature or call the sales agent.
13. The height to the top of the stack from ground level and the stack inside diameter.
14. The filtering efficiency rating that the manufacturer quotes. Check literature or call the sales agent.
15. The ratio of the flow rate of air to the cloth area (A/C).
16. The number of hours that the process equipment is in operation, maximum per day and per year.
17. The way in which the filters bags are cleaned. Check the appropriate box.
18.Supply calculations for all criteria pollutants and HAPs. Use AP42 or Manufacturers data to complete
your calculations.
U:\aq\ENGINEER\GENERIC\Forms 2010\Form10 Baghouses.doc
Revised 12/20/10
Utah Division of Air Quality
New Source Review Section Company ______________
Site/Source ________________
Form 18 Date ______________________
Hot Mix Drum Asphalt Plants
General Information
1. Manufacturer ________________________2. Model _______________________________
3. Rated maximum capacity:
______________________ tons/hr
4. Fuel Type to be Used
____________________________________
5. Type of Emission Control:
□Scrubber (submit DAQ Form 9)
□Baghouse (submit DAQ Form 10)
6. Type of Material Processed:
□Virgin _______%
□RAP _______%
7. Power Source
□Line Power
□Portable Generator (submit DAQ Form 11)
Emission Calculations (PTE)
8. Calculated emissions for this device
PM10 ___________Lbs/hr___________ Tons/yr PM2.5 ___________Lbs/hr___________ Tons/yr
NOx ____________Lbs/hr___________ Tons/yr SOx ____________Lbs/hr___________ Tons/yr
CO ____________Lbs/hr ___________ Tons/yr VOC ___________Lbs/hr___________ Tons/yr
CO2 ____________Tons/yr CH4 ___________Tons/yr
N2O ____________Tons/yr
HAPs___________ Lbs/hr (speciate)__________Tons/yr (speciate)
Submit calculations as an appendix. If other pollutants are emitted, include the emissions in the appendix.
Instructions
NOTE: 1. Submit this form in conjunction with Form 1 and Form 2.
2. To relocate a permitted Portable Hot Mix Plant submit Form 15b.
3.Call the Division of Air Quality (DAQ) at [phone] if you have problems or questions
in filling out this form. Ask to speak with a New Source Review engineer. We will be glad to help!
1. Indicate the manufacturer of the plant.
2. Indicate the model of the plant.
3. Indicate the maximum capacity of the plant in tons/hour.
4.Indicate the type of fuel used in the plant such as diesel, natural gas or other.
5. Indicate the type of emission control and submit the proper form.
6.Indicate the type of material to be processed through the plant. Either virgin or RAP and the percentage of
each.
7.Indicate the type of power to be used by the plant either line power or portable generator.
8.Supply calculations for all criteria pollutants, greenhouse gases and HAPs. Use AP-42 or manufacturers’
data to complete your calculations
U:\aq\ENGINEER\GENERIC\Forms 2010\Form18 Hot Mix Drum Asphalt Plants.doc Revised 12/20/10
Page 1 of 1
Staker Parson
Point of the Mountain (POTM)
05/2/2023
SKIDDED 500 ULTRADRUM
500
Gencor
4.926.15
35.0 28.0
0.12 0.10
1.70
16.0 12.8
13,200
0.52 0.41
160
1.36
2.15
Natural Gas
2.69 Total Combined HAP
75
25
Page 1 of 2
New Source Review Section
Date: _____________________________
Utah Division of Air Quality
Company: _________________________
Site/Source:________________________
Form 20
rganic Liquid Storage Tank O
Equipment
1. Tank manufacturer: ___________________________2. Identification number: _____________________
3. Installation date: ______________________________4. Volume: __________________________ gallons
5. Inside tank diameter: ______________________ feet 6. Tank height: ________________________ feet
7. True vapor pressure of liquid: _______________ psia 8. Reid vapor pressure of liquid: ____________ psi
9. Outside color of tank: __________________________10. Maximum storage temperature: __________ FO
11. Average throughput: ____________ gallons per year 12. Turnovers/yearly ____ Monthly ____ Weekly ___
13. Average liquid height (feet): _____________________ Yes No Number ______14. Access hatch: □ □
15.T
a. P
r
b. S
Type: ________________________________
16. D
ll Yes No Number_____
ll
ak
ype of Seals:
rimary seals:
□Mechanical shoe
□Resilient filled
□Liquid filled
□Vapor mounted
□Liquid mounted
□ Flexible wipe
econdary seal:
eck Fittings:
□Gauge float we □
Gauge hatch/
sample we □ Yes □ No Number_____
Roof drains □ Yes □ No Number_____
Rim vents □ Yes □ No Number_____
Vacuum bre □ Yes □ No Number_____
Roof leg □ Yes □ No Number_____
Ladder well □ Yes □ No Number_____
Column well □ Yes □ No Number_____
Other:_________________________________
17. S
Deck Fitting Category: ________________________
18. T
______________________________________
hell Characteristics:
Condition: _________________________________
Breather Vent Settings: ________________________
Tank Construction: ___________________________
Roof Type: __________________________________
Deck Construction: ___________________________
ype of Construction:
□Vertical Fixed Roof
□Horizontal Fixed Roof
□Internal Floating Roof
□External Floating Roof
□Other (please specify)
19. Additional Controls:
Gas Blanket Venting Carbon Adsorption Thermal Oxidation Other:_______________□□ □□□
20.Single Liquid Information
Liquid Name: __________________________________
CAS Number: __________________________________
Avg. Temperature: ______________________________
Vapor Pressure: ________________________________
Liquid Molecular Weight: ________________________ Liquid Molecular Weight: ________________________
Liquid Name: __________________________________
CAS Number: __________________________________
Avg. Temperature: ______________________________
Vapor Pressure: ________________________________
Staker Parson
Point of the Mountain (POTM)
05/2/2023
30,000
Asphalt Cement Tank #6
12 30
13.5
Aluminum/Specular 320
Average
Welded
Fixed
Liquid Asphalt Cement
Ambient
N/A
N/A
TBD
N/A - Vertical Fixed Roof N/A - Vertical Fixed Roof
Gencor
3,532,097
0.0961
13676 3
N/A
NA - Fuel Oil #6 properties were used
680.7 (degree R)
387
0.0961
Page 2 of 2
Form 20 - Organic Liquid Storage Tank
(Continued)
21.Chemical Components Information
Chemical Name: ________________________________
Percent of Total Liquid Weight: _____________________
Molecular Weight: _______________________________
Avg. Liquid Temperature: _________________________
Vapor Pressure: ________________________________ Vapor Pressure: ________________________________
Chemical Name: ________________________________
Percent of Total Liquid Weight: _____________________
Molecular Weight: _______________________________
Avg. Liquid Temperature: _________________________
Emissions Calculations (PTE)
22. C
Submit calculations as an appendix. Provide Material Safety Data Sheets for products being stored.
alculated emissions for this device:
VOC _________Lbs/hr_____ Tons/yr
HAPs_________Lbs/hr (speciate)______Tons/yr (speciate)
Instructions
Note: 1. Submit this form in conjunction with Form 1 and Form 2.
2. or questions in filling out this form.
Ask to speak with a New Source Review engineer. We will be glad to help!
on number that will appear on the tank.
s or barrels.
r in feet.
liquid (psi).
ach during storage (degrees Fahrenheit).
emptied and refilled per year, month or week.
ss hatches and the number.
17. Specify condition of the tank, also include the following:
d roof tanks
el construction sizes and seam length
olled, or detail
22.ations for all criteria pollutants and HAPs. Use AP-42 or manufacturers’ data to complete your
calculations.
ENERIC\Forms 2010\Form20 Organic Liquid Storage Tanks.doc
Revised 12/20/10
Call the Division of Air Quality (DAQ) at [phone] if you have problems
1. Indicate the tank manufacturer's name.
2.Supply the equipment identificati
3. Indicate the date of installation.
4.Indicate the capacity of the tank in gallon
5.Specify the inside tank diamete
6. Specify the tank height in feet.
7. Indicate the true vapor pressure of the liquid (psia).
8.Indicate the Reid vapor pressure of the
9. Indicate the outside color of the tank.
10.Supply the highest temperature the liquid will re
11. Indicate average annual throughput (gallons).
12.Specify how many times the tank will be
13. Specify the average liquid height (feet).
14.Indicate whether or not the tank has acce
15. Indicate what type of seals the tank has.
16. Indicate what types of deck fittings are installed.
Breather vent settings in (psig) for fixe
Tank construction, welded or riveted
Roof type; pontoon, double deck, or self-supporting roof
Deck construction; bolted or welded, sheet or pan
Deck fitting category; typical, contr
18. Indicate the type of tank construction.
19.Indicate other types of additional controls which will be used.
20.Provide information on liquid being stored, add additional sheets as necessary.
21.Provide information on chemicals being stored, add additional sheets as necessary.
Supply calcul
f:\aq\ENGINEER\G
0.3257
0.02
0.07436
5.35 E-03 Total Combined HAP