APR 2 3 2019 Mr. Chad Payne Owner Payne Ready Mix LLC 20444 State Hwy. 51 Puxico, MO 63960

Michael L. Parson, Governor

RE: New Source Review Permit - Project Number: 2019-02-032

Dear Mr. Payne:

Carol S. Comer, Director

Enclosed with this letter is your permit to construct. Please study it carefully and refer to Appendix A for a list of common abbreviations and acronyms used in the permit. Also, note the special conditions on the accompanying pages. The document entitled, "Review of Application for Authority to Construct," is part of the permit and should be kept with this permit in your files. Operation in accordance with these conditions and your new source review permit application is necessary for continued compliance. The reverse side of your permit certificate has important information concerning standard permit conditions and your rights and obligations under the laws and regulations of the State of Missouri.

This permit may include requirements with which you may not be familiar. If you would like the department to meet with you to discuss how to understand and satisfy the requirements contained in this permit, an appointment referred to as a Compliance Assistance Visit (CA V) can be set up with you. To request a CAV, please contact your local regional office or fill out an online request. The regional office contact information can be found at the following website: http://dm.mo.gov/regions/. The online CAV request can be found at http://dm.mo. gov/ cav / compliance.htm.

If you were adversely affected by this permit decision, you may be entitled to pursue an appeal before the administrative hearing commission pursuant to Sections 621.250 and 643.075.6 RSMo. To appeal, you must file a petition with the administrative hearing commission within thirty days after the date this decision was mailed or the date it was delivered, whichever date was earlier. If any such petition is sent by registered mail or certified mail, it will be deemed filed on the date it is mailed; if it is sent by any method other than registered mail or certified mail, it will be deemed filed on the date it is received by the administrative hearing commission, whose contact information is: Administrative Hearing Commission, United States Post Office Building, 131 West High Street, Third Floor, P.O. Box 1557, Jefferson City, Missouri 65102, phone: 573-751-2422, fax: 573-751-5018, website: www.oa.mo.gov/ahc.

Recycled paper

Mr. Chad Payne Page Two

If you have any questions regarding this permit, please do not hesitate to contact Dakota Fox at the department's Air Pollution Control Program, P.O. Box 176, Jefferson City, MO 65102 or at (573) 751-4817. Thank you for your attention to this matter.

Sincerely,

AIR POLLUTION CONTROL PROGRAM

Susan Heckenkamp New Source Review Unit Chief

SH:dfj

Enclosures

c: Southeast Regional Office PAMS File: 2019-02-032

Permit Number: 042019-01

~[§]MISSOURI ~11 & I DEPARTMENT OF l_gJ ~ NATURAL RESOURCES

MISSOURI AIR CONSERVATION COMMISSION

PERMIT TO CONSTRUCT

Under the authority of RSMo 643 and the Federal Clean Air Act the applicant is authorized to construct the air contaminant source(s) described below, in accordance with the laws, rules and conditions as set forth herein.

Permit Number: 0 4 2 0 1 9 _ O 1 Project Number: 2019-02-032 Installation ID: 023-0078

Parent Company: Payne Ready Mix LLC

Parent Company Address: 20444 State Hwy. 51, Puxico, MO 63960

Installation Name:

Installation Address:

Location Information:

Payne Ready Mix LLC

1250 E. Outer Road, Poplar Bluff, MO 63901

Butler County, S24 T24N R5E

Application for Authority to Construct was made for: Payne Ready Mix LLC's installation of a St. Marc Materials Advantage Series 200 ready mix concrete plant. This review was conducted in accordance with Section (5), Missouri State Rule 10 CSR 10-6.060, Construction Permits Required.

• ~

Standard Conditions (on reverse) are applicable to this permit.

Standard Conditions (on reverse) and pecial Conditions are applicable to this permit.

Effective Date

STANDARD CONDITIONS:

Permission to construct may be revoked if you fail to begin construction or modification within two years from the effective date of this permit. Permittee should notify the Enforcement and Compliance Section of the Air Pollution Control Program if construction or modification is not started within two years after the effective date of this permit, or if construction or modification is suspended for one year or more.

You will be in violation of 10 CSR 10-6. 060 if you fail to adhere to the specifications and conditions listed in your application, this permit and the project review. In the event that there is a discrepancy between the permit application and this permit, the conditions of this permit shall take precedence. Specifically, all air contaminant control devices shall be operated and maintained as specified in the application, associated plans and specifications.

You must notify the Enforcement and Compliance Section of the Department's Air Pollution Control Program of the anticipated date of start up of this (these) air contaminant sources(s). The information must be made available within 30 days of actual startup. Also, you must notify the Department's regional office responsible for the area within which you are located within 15 days after the actual start up of this (these) air contaminant source(s).

A copy of the permit application and this permit and permit review shall be kept at the installation address and shall be made available to Department's personnel upon request.

You may appeal this permit or any of the listed special conditions to the Administrative Hearing Commission (AHC), P.O. Box 1557, Jefferson City, MO 65102, as provided in RSMo 643.075.6 and 621.250.3. If you choose to appeal, you must file a petition with the AHC within 30 days after the date this decision was mailed or the date it was delivered, whichever date was earlier. If any such petition is sent by registered mail or certified mail, it will be deemed filed on the date it is mailed. If it is sent by any method other than registered mail or certified mail, it will be deemed filed on the date it is received by the AHC.

If you choose not to appeal, this certificate, the project review and your application and associated correspondence constitutes your permit to construct. The permit allows you to construct and operate your air contaminant sources(s), but in no way relieves you of your obligation to comply with all applicable provisions of the Missouri Air Conservation Law, regulations of the Missouri Department of Natural Resources and other applicable federal, state and local laws and ordinances.

The Air Pollution Control Program invites your questions regarding this air pollution permit. Please contact the Construction Permit Unit using the contact information below.

Contact Information: Missouri Department of Natural Resources

Air Pollution Control Program P.O. Box 176

Jefferson City, MO 65102-0176 (573) 751-4817

The regional office information can be found at the following website: http://dnr.mo.gov/regions/

SITE SPECIFIC SPECIAL CONDITIONS:

Project No. 2019-02-032 Permit No.

042019-01

The permittee is authorized to construct and operate subject to the following special conditions:

The special conditions listed in this permit were included based on the authority granted the Missouri Air Pollution Control Program by the Missouri Air Conservation Law (specifically 643.075) and by the Missouri Rules listed in Title 10, Division 10 of the Code of State Regulations (specifically 10 CSR 10-6.060). For specific details regarding conditions, see 10 CSR 10-6.060 paragraph (3)(E). "Conditions required by permitting authority."

1. Best Management Practices Requirement Payne Ready Mix LLC shall control fugitive emissions from all of the haul roads and vehicular activity areas at this site by performing BMPs as defined in Attachment AA.

2. Annual Emission Limit A Payne Ready Mix LLC shall emit less than 10.0 tons of PM2.5 in any 12-month

period from the entire installation which consists of the equipment listed in Table 1. The SSM emissions as reported to the Air Pollution Control Program's Compliance/Enforcement Section in accordance with the requirements of 10 CSR 10-6.050 Start-Up, Shutdown, and Ma/function Conditions shall be included in the limit.

B. Payne Ready Mix LLC shall demonstrate compliance with Special Condition 2.A using Attachment A or another equivalent form that has been approved by the Air Pollution Control Program, including an electronic form.

3. Moisture Content Testing Requirement A Payne Ready Mix LLC shall verify that the moisture content of the processed

rock is greater than or equal to 1.5 percent by weight.

B. Testing shall be conducted according to the method prescribed by the American Society for Testing Materials (ASTM) D-2216, C-566, or another method approved by the Director.

C. The initial test shall be conducted no later than 45 days after the start of operation. A second test shall be performed the calendar year following the initial test during the months of July or August.

D. The test samples shall be taken from rock that has been processed by the plant or from each source of aggregate (e.g. quarry).

E. The written analytical report shall include the raw data and moisture content of each sample, the test date and the original signature of the individual performing the test. The report shall be filed on-site or at the Payne Ready Mix LLC main office within 30 days of completion of the required test.

Project No. 2019-02-032

Permit No. 0 4 2 0 1 9 - 0 1

SITE SPECIFIC SPECIAL CONDITIONS: The permittee is authorized to construct and operate subject to the following special conditions:

F. If the moisture content of either of the two tests is less than the moisture content in Special Condition 3.A, another test may be performed within 15 days of the noncompliant test. If the results of that test is less than the moisture content in Special Condition 3.A, Payne Ready Mix LLC shall either: 1) Apply for a new permit to account for the revised information, or 2) Submit a plan for the installation of wet spray devices to the

Compliance/Enforcement Section of the Air Pollution Control Program within 10 days of the second noncom pliant test. Plans may be sent by mail to P.O. Box 176, Jefferson City, MO 65102 or by email at aircompliancereporting@dnr.mo.gov. The wet spray devices shall be installed and operational within 40 days of the second noncompliant test.

G. In lieu of testing, Payne Ready Mix LLC may obtain test results that demonstrate compliance with the moisture content in Special Condition 3.A from the supplier of the aggregate.

4. Control Device Requirement - Cartridge Filter on Pneumatic Loading A Payne Ready Mix LLC shall control emissions from the equipment listed below:

1) Cement Silo 2) Fly Ash Silo

B. The cartridge filters shall be operated and maintained in accordance with the manufacturer's specifications.

C. Replacement filters for the cartridge filters shall be kept on hand at all times. The filters shall be made of fibers appropriate for operating conditions expected to occur (i.e. temperature limits, acidic and alkali resistance, and abrasion resistance).

D. Payne Ready Mix LLC shall maintain a copy of the cartridge filters' manufacturers' performance warranty on site.

E. Payne Ready Mix LLC shall maintain an operating and maintenance log for the cartridge filters which shall include the following: 1) Incidents of malfunction, with impact on emissions, duration of event,

probable cause, and corrective actions; and 2) Maintenance activities, with inspection schedule, repair actions, and

replacements, etc.

Project No. 2019-02-032 Permit No. 0 4 2 O 1 9 _ 0 14

SITE SPECIFIC SPECIAL CONDITIONS: The permittee is authorized to construct and operate subject to the following special conditions:

5. Record Keeping Requirement Payne Ready Mix LLC shall maintain all records required by this permit for not less than five years and make them available to any Missouri Department of Natural Resources' personnel upon request.

6. Reporting Requirement Payne Ready Mix LLC shall report to the Air Pollution Control Program, Compliance / Enforcement Section by mail to P.O. Box 176, Jefferson City, MO 65102 or by email at AirComplianceReporting@dnr.mo.gov, no later than 10 days after any exceedances of the limitations imposed by this permit.

REVIEW OF APPLICATION FOR AUTHORITY TO CONSTRUCT AND OPERATE SECTION (5) REVIEW

Payne Ready Mix LLC: 1250 E. Outer Road Poplar Bluff, MO 63901

Parent Company: Payne Ready Mix LLC 20444 State Hwy. 51 Puxico, MO 63960

Project Number: 2019-02-032 Installation ID Number: 023-0078

Permit Number: 0 4 2 0 1 9 - 0 1

Complete: March 17, 2019

Butler County, S24 T24N R5E

PROJECT DESCRIPTION

Payne Ready Mix LLC has applied for the authority to install a St. Marc Materials Advantage Series 200 ready mix concrete plant rated at 200 cubic yards/hr (385.7 tph) and manufactured in 2019. One Sioux M Series propane-fired water heater, rated at 1.0 MMBtu/hr, manufactured in 2019, will also be installed with the ready mix plant. The 200-ton cement silo and 100-ton fly ash silo are both controlled with a dust collector which uses a filter cartridge. The plant is designed with the weigh hopper for the cement and supplement being controlled by the cartridge filter, but the sand and aggregate weigh hopper remains uncontrolled. Power will be supplied by the local utilities.

The applicant is using one of the methods described in Attachment AA, "Best Management Practices," to control emissions from haul roads and vehicular activity areas.

This installation is located in Butler County, an unclassified/attainment area for all criteria pollutants.

This installation is not on the List of Named Installations found in 10 CSR 10-6.020(3)(8), Table 2. The installation's major source level is 250 tons per year and fugitive emissions are not counted toward major source applicability.

No Operating Permit is required for this installation.

No permits have been issued to Payne Ready Mix LLC from the Air Pollution Control Program at this site.

Page 6

TABLES Table 1: Emission Point List*

Emission Point Description MHDR EP-01 Aggregate Transfer to Bins 178.76 tph EP-02 Sand Transfer to Bins 136.87 tph EP-03 Cement Silo Loading 47.06 tph EP-04 Fly Ash/Supplement Silo Loading 7.00 tph EP-05 Aggregate/Sand and Cement/Fly Ash Weigh Hoppers 315.63 tph EP-06 Truck Loading 54.06 tph EP-07 Boiler/Hot Water Heater 1 MMBtu/hr EP-08a Aqqregate Load In 178.76 tph EP-08b Aggregate Load Out 178.76 tph EP-08c Aggregate Vehicular Activity 1.50 VMT EP-08d Aggregate Stockpile Wind Erosion 0.02 acres EP-09a Sand Load In 136.87 tph EP-09b Sand Load Out 136.87 tph EP-09c Sand Vehicular Activity 1.15 VMT EP-09d Sand Stockpile Wind Erosion 0.01 acres EP-10 Haul Road - Raw Materials (400 ft) 1.60 VMT EP-11 Customer Haul Road (438 ft) 2.85 VMT

*Note the concrete plant has a maximum design capacity of 385. 70 tons per hour

Page 7

Table 2 summarizes the emissions of this project. The potential emissions of the process equipment excludes emissions from haul roads and wind erosion. There are no existing actual emissions, as this is a new plant. The potential emissions of the application represent the emissions of all equipment and activities assuming continuous operation (8760 hours per year). The conditioned potential emissions include emissions from sources that will limit their production to ensure compliance with the 10 tons per year voluntary annual emission limit of PM2.s to avoid modeling requirements.

T able 2: Emissions Summary (tov) · ap9te11tic1l

f.><isting . ,' ' ' ', -:'<'''. ,\'/

Regulatory : Emissions of

bP9tential New lnstaHation Pollutant De Minimis .·;•Actual Emissions of Conditioned ·

Levels B r.9.pe~s. · ;. Emissions ·. ·· tt}e Pr9ject Potential>\ · . '. . Eauioment ··· . . .. '.; -i- .• • • •. PM 25.0 245.68 NIA 292.49 45.76

PM10 15.0 71.85 N/A 88.45 13.84

PM2s 10.0 60.44 N/A 63.92 <10.00

SOx 40.0 1.32 X 1Q-7 N/A 1.32 X 10-7 0.00 NOx 40.0 0.63 N/A 0.63 0.10

voe 40.0 0.05 N/A 0.05 0.01 co 100.0 0.36 N/A 0.36 0.06

GHG (CO2e) N/A 6.55 N/A 6.55 1.02

GHG (mass) N/A 6.52 N/A 6.52 1.02

HAPs 10.0/25.0 0.00 N/A 0.00 0.00 N/A = Not Applicable; N/D = Not Determined 8 Potential emissions of process equipment excluding haul roads, wind erosion, and vehicular activity blncludes haul roads, wind erosion, and vehicular activity emissions

EMISSIONS CALCULATIONS

Emissions for the project were calculated as described below and using emission factors found in the United States EPA document AP-42 Compilation of Air Pollutant Emission Factors, Volume 1: Stationary Point and Area Sources, Fifth Edition (AP-42).

Emissions from the concrete batch plant: • Calculated using emission factors from AP-42 Section 11.12 "Concrete

Batching," June 2006. • This section cites Equation (1) in Section 13.2.4 "Aggregate Handling and

Storage Piles," November 2006 for calculating the emissions from aggregate and sand transfer.

• The cement and supplement silos are controlled with cartridge filters, so the controlled emission factors were used.

Page 8

Emissions from the aggregate weigh hopper and truck loading: • Calculated using AP-42 Section 13.2.4, Equation (1 ). • Emissions from the aggregate weigh hopper mix truck loading are uncontrolled,

so the uncontrolled emission factor was used.

Emissions from aggregate handling: • Calculated using emission factors from AP-42 Section 11.19.2 "Crushed Stone

Processing and Pulverized Mineral Processing," August 2004. • The controlled emission factors were used because the inherent moisture

content of the crushed rock is greater than 1.5% by weight.

Emissions from the propane fired water heater: • Calculated using emission factors from AP-42 Section 1.5 "Liquefied Petroleum

Gas Combustion," July 2008.

Emissions from haul roads and vehicular activity areas: • Calculated using the predictive equation from AP-42 Section 13.2.2 "Unpaved

Roads," November 2006. • A 90% control efficiency for PM and PM10 and a 74% control efficiency for PM2.s

were applied to the emission calculations for the use of BMPs.

Emissions from storage piles: • Load-in and load-out of storage piles were calculated using the predictive

equation from AP-42 Section 13.2.4. • The moisture content of the aggregate is 1.5% by weight. • Emissions from wind erosion of storage piles were calculated using an equation

found in the Air Pollution Control Program's Emissions Inventory Questionnaire Form 2.8 "Storage Pile Worksheet."

PERMIT RULE APPLICABILITY

This review was conducted in accordance with Section (5) of Missouri State Rule 10 CSR 10-6.060, Construction Permits Required. Potential emissions of PM2.s are conditioned below de minimis levels.

APPLICABLE REQUIREMENTS

Payne Ready Mix LLC shall comply with the following applicable requirements. The Missouri Air Conservation Laws and Regulations should be consulted for specific record keeping, monitoring, and reporting requirements. Compliance with these emission standards, based on information submitted in the application, has been verified at the time this application was approved.

Page 9

GENERAL REQUIREMENTS

• Submission of Emission Data, Emission Fees and Process Information, 1 O CSR 10-6.110.

• No Operating Permit is required for this installation.

• Restriction of Particulate Matter to the Ambient Air Beyond the Premises of Origin, 10 CSR 10-6.170

• Restriction of Emission of Visible Air Contaminants, 10 CSR 10-6.220

• Restriction of Emission of Odors, 10 CSR 10-6.165

SPECIFIC REQUIREMENTS

• Restriction of Emission of Particulate Matter From Industrial Processes, 10 CSR 10-6.400 The aggregate weigh hopper's potential emission rate of 1.52 pounds per hour of PM and the truck loading potential emission rate of 52.6 pounds per hour of PM are individually below their process weights of 63.89 and 65.89 pounds per hour, respectively, and comply with this regulation.

• None of the New Source Performance Standards (NSPS) apply to the installation.

• None of the National Emission Standards for Hazardous Air Pollutants (NESHAPS) or National Emission Standards for Hazardous Air Pollutants for Source Categories (MACTS) apply to the proposed equipment.

• Control of Sulfur Dioxide Emissions, 10 CSR 10-6.261 does not apply because propane is used as fuel for the water heater EP-07

STAFF RECOMMENDATION

On the basis of this review conducted in accordance with Section (5), Missouri State Rule 10 CSR 10-6.060, Construction Permits Required, it is recommended that this permit be granted with special conditions.

Page 10

PERMIT DOCUMENTS

The following documents are incorporated by reference into this permit:

• The Application for Authority to Construct form, dated February 8, 2019, received February 15, 2019, designating Payne Ready Mix LLC as the owner and operator of the installation.

Page 11

Attachment A: PM2.5 Daily Production Tracking Sheet Payne Ready Mix LLC 023-0078

Project Number: 2019-02-032 Permit Number:

042019-01

Site Name: Payne Ready Mix LLC Site Address: 1250 E. Outer Road, Poplar Bluff, MO 63901 Site County: Butler This sheet covers the period from ________ to ________ (Copy as needed)

(Month, Day Year) (Month, Day Year)

PM2.s Monthly ..

Monthly Emission PM2.s Startup, Shutdown and

Monthly Pr.oduction Factor Emissions1 Malfunction PM25 Emissions3

Date (Month/Year) (tons) (lb/ton) (lbs) Emissions2 (lbs)

(tons)

Example 30,000 0.0378 756 0.0 .38

0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378 0.0378

1Multiply the monthly production by the emission factor.

12-Month Rolling Total PM2.s Emissions4

(tons) 0.38 + I I previous

months tonnaRe

2As reported to the Air Pollution Control Program's Compliance/Enforcement Section according to the provisions of 10 CSR 10-6.050 for the month 3Divide the monthly emissions (lbs) by 2000. 4Add the monthly emissions (tons) to the sum of the monthly emissions from the previous eleven months. A total ofless than 10.0 tons of PM2.s is necessary for compliance.

Page 12

Attachment AA: Best Management Practices

Haul roads and vehicular activity areas shall be maintained in accordance with at least one of the following options when the plant is operating.

1. Pavement A. The operator shall pave the area with materials such as asphalt, concrete or other

materials approved by the Air Pollution Control Program. The pavement will be applied in accordance with industry standards to achieve control of fugitive emissions while the plant is operating.

B. Maintenance and repair of the road surface will be conducted as necessary to ensure that the physical integrity of the pavement is adequate to achieve control of fugitive emissions from these areas while the plant is operating.

C. The operator shall periodically wash or otherwise clean all of the paved portions of the haul roads as necessary to achieve control of fugitive emissions from these areas while the plant is operating.

2. Application of Chemical Dust Suppressants A. The operator shall apply a chemical dust suppressant (such as magnesium chloride,

calcium chloride, lignosulfonates, etc.) to unpaved areas. B. The quantities of the chemical dust suppressant shall be applied and maintained in

accordance with the manufacturer's recommendation (if available) and in sufficient quantities to achieve control of fugitive emissions from these areas while the plant is operating.

C. The operator shall record the time, date and the amount of material applied for each application of the chemical dust suppressant agent on the above areas. The operator shall keep these records with the plant for not less than five (5) years and make these records available to Department of Natural Resources' personnel upon request.

3. Application of Water-Documented Daily A. The operator shall apply water to unpaved areas. Water shall be applied at a rate of I 00

gallons per day per 1,000 square feet of unpaved or untreated surface area while the plant is operating.

B. Precipitation may be substituted for watering if the precipitation is greater than one quarter of one inch and is sufficient to control fugitive emissions.

C. Watering may also be suspended when the ground is frozen, during periods of freezing conditions when watering would be inadvisable for traffic safety reasons, or when there will be no traffic on the roads.

D. The operator shall record the date, volume of water application and total surface area of active haul roads or the amount of precipitation that day. The operators shall also record the rational for not watering ( e.g. freezing conditions or not operating).

E. The operator shall keep these records with the plant for not less than five (5) years, and the operator shall make these records available to Department of Natural Resources' personnel upon request.

APPENDIX A Abbreviations and Acronyms

% .............. percent

~F .............. degrees Fahrenheit

acfm .......... actual cubic feet per minute

BACT ....... Best Available Control Technology

BMPs ........ Best Management Practices

Btu ............ British thermal unit

CAM ........ Compliance Assurance Monitoring

CAS .......... Chemical Abstracts Service

CEMS ...... Continuous Emission Monitor System

CFR. ......... Code of Federal Regulations

CO ............ carbon monoxide

CO2 ........... carbon dioxide

C02e ... ...... carbon dioxide equivalent

COMS ...... Continuous Opacity Monitoring System

CSR .......... Code of State Regulations

dscf.. ......... dry standard cubic feet

EIQ ........... Emission Inventory Questionnaire

EP ............. Emission Point

EPA .......... Environmental Protection Agency

EU ............ Emission Unit

fps ............. feet per second

ft ............... feet

GACT ...... Generally Available Control Technology

GHG ......... Greenhouse Gas

gpm .......... gallons per minute

gr .............. grains

GWP ........ Global Warming Potential

HAP .......... Hazardous Air Pollutant

hr .............. hour

hp ............. horsepower

lb ............... pound

lbs/hr ........ pounds per hour

MACT ...... Maximum Achievable Control Technology

µg/m3 .•...... micrograms per cubic meter

mis ............ meters per second

Mgal.. ....... 1,000 gallons

MW .......... megawatt

MHDR ..... maximum hourly design rate

MMBtu .... Million British thermal units

MMCF ..... million cubic feet

MSDS ....... Material Safety Data Sheet

NAAQS .... National Ambient Air Quality Standards

NESHAPs .. National Emissions Standards for Hazardous Air Pollutants

NOx ........... nitrogen oxides

NSPS ........ New Source Performance Standards

NSR .......... New Source Review

PM ............ particulate matter

PM2.5 •••..•..• particulate matter less than 2.5 microns in aerodynamic diameter

PM10 .•....... particulate matter less than 10 microns in aerodynamic diameter

ppm .......... parts per million

PSD Prevention of Significant Deterioration

PTE .......... potential to emit

RACT .. ..... Reasonable Available Control Technology

RAL .......... Risk Assessment Level

SCC .......... Source Classification Code

scfm .......... standard cubic feet per minute

SDS ........... Safety Data Sheet

SIC ............ Standard Industrial Classification

SIP ............ State Implementation Plan

SMAL ....... Screening Model Action Levels

SOx ............ sulfur oxides

S02 ••••••••..•• sulfur dioxide

SSM .......... startup, shutdown, & malfunction

tph ........... .tons per hour

tpy ............. tons per year

VMT ......... vehicle miles traveled

VOC ......... Volatile Organic Compound

Project Summary Concrete Calculations.xlsm

NOTICE: This spreadsheet is for your use only and should be used with caution. MoDNR does not guarantee the accuracy of the information it contains. This spreadsheet is

subject to continual revision and updating. It is your responsibility to be aware of the most current, accurate and complete information available. MoDNR is not responsible for

errors or omissions in this spreadsheet Submittal of the information contained in this spreadsheet (workbook) does not relieve the responsible official of the certification

statement signed on the first page of the application.

PM10 71.85 88.45

PM2s 60.44 63.92

SO2 0.00 0.00

NO2 0.63 0.63 voe 0.05 0.05 co 0.36 0.36

CH2O 0.00 0.00

C11H10 0.00 0.00 Pb 0.00 0.00

HAPs 0.00 0.00

CO2 6.52 6.52

N2O 0.00 0.00

CH4 0.00 0.00

GHGmass 6.52 6.52

CO2eq 6.55 6.55

,< 1v1JxrrniJm··,hour1y;de$,l.·· !i'ri'.t~'(tonsm'r>•

E = 55. 0 * P0 11 - 40

385.7

9,256.8 528,576.5

Limit Hours per Year

Limit Hours per Year w/ 24 hr day

15 0.0524

10 0.0378

40 0.0000

40 0.0004

40 0.0000 100 0.0002

2 0.0000

0.0000 0.01 0.0000 10 0.0000 100 0.0039

100 0.0000

100 0.0000

100 0.0039

100,000 0.0039

771400 65.89

63.58

1 of 1

Data Entry Concrete Ca!culatlons.xlsm

NOTICE: This spreadsheet is for your use only and should be used wilh caution MoDNR does not guarantee the accuracy of the information it contains. This spreadsheet is subject to continual revision and updating It is your responsibility to be aware of the most current, accurate and complete information available MoDNR is not responsible for errors or omissions in this spreadsheet. Submittal of the information contained in Lhis spreadsheet

(workbook) does not relieve 1he responsible official of the certification statement signed on the first page of the application

Truck mix

3857

Yes

Cement 12.20% 1220% 0.12

~upplement .!_o Cement 181% 1.81% 0 12

Water 415% 415%

100% 100%

Yes

Yes

No

No

1 of 9

Data Entry 2 of 9 Concrete Calculations xlsm

Storage Pile Jnformatum

Storave Pile ID No Auureuate Sand Pile#3 Pile#4

Maximum Area of Storage Pile (Acres) 0.024 0.013

Type of Material Stored: Crushed limestone Sand

Moisture Conlent %· ll 4 17

Silt Content% 1 6 26

Method of Load ln to Storage Pile Truck Truck

Method ofLoad Out from Storage Pile Loader Loader

Distance Loader Travels (feet) 100 100

Unloaded Loader Weight (tons) BOO 1J 00

Loaded Loader Weight (tons) 17 50 17.50

Rate (tons/hour) 178 76 136 87

max VMT per hour l 5047 1 1521

Surfu.cc Treatment Unpaved Unpaved

Vehicular Area Control Documenled Watering/Chemical Documented Watering/Chemical

Application Application

Hau.I Road Information

flaul Road 10 No. Raw Material (l) Customer (lO) Road #3 Road #4 Road #5 Road #6

la1rtbnt'Hollui..t(tut)

Enter the length of each roadway in feet The plant layout

diagram (drawn to scale) should document and support the 400 224 438 24

value entered. Note: Twice this distance is used, one trip in and one out.

Unloaded Truck Weight (tons) 10 125

Loaded Truck Weight (tons) 40 35

Rate Hauled (tons/hour) 315.6337227 385 7

max VMT per hour 1.5950 2.8456

Surface Treatment Unpaved Unpaved

Haul Road Control Jocumented Watering/Chemical Applicatio Jocumented Watering/Chemical Application

Tvoe of Fuel Brake Horseoower ibho)

Enoine kilowatt ratlnn ,1:vv1

oallons oer hour Enaine MHDR (mmBtu oer hour, input)

Is this a oenerator-set enaine? Model Year ,vvvv1

Fuel Sulfur Content(% weioht sulfur)

Comhu.tticn Sources

I CombusLion ID - Descriotion Combunion #1 IDesc#l Combustion#2 1Desc#2 Comhllflion #3 IDesc#3 Heat Rate l mmBtu/hour mmBtu/hour mmBtu/hour

0 0 l meal/hour mgaJ/hour m2.al/hour mmscf/hour rnmscf/hour mmscf/hour

In regards to I In regards to 1n regards to I In regards lo In regards to I In regards to AP-42 Chanter I 40 CFR Part 98 AP-42 Cha ter I 40 CFR Part 98 AP-42 Ch:mter 1 40 CFRPart 98

Fuel Tvoe Prooane (>=O 3 <10 mmBtu/hour) I Prooane I I

Fuel Sulfur Content (% weight sulfur, for oil; grains of sulrur/100 cuff gas vapor ror Butane and Propane; not o 00012 grains of sutrur/100 ft3 gas vapor % weight sulfur % weight sulfur used ror Natural gas}

Emission Calculations Concrete Ca!culations.xlsm

Emission Em1ss1on Unit Point Number Number

Description

1 1 Aggregate transfer

Moisture Content(% wt.)= 1 5

2 2 Sand transfer Moisture Content(% wt)= 4.17

3 3 Cement unloading to s!lo

4 4 Supplement unloading (pneumatic)

5 5 Weigh hopper loading

6 6 Truck loading (truck mix)

Moisture Content{% wt)= 0.12

,,.,,A, 7A Generator

Model Year

'""•~ 78 Generator

Model Year

sec

3-05-011-04

3-05-011-05

3-05-011-07

3-05-011-17

3-05-011-08

3-05-011-10

Control Capture MHDR Units Device Control Type Efficiency

Number (%)

178 76 tons per hour NIA N/A N/A

136.87 tons per hour N/A NIA NIA

47 06 tons per hour Fabric filter 100%

100%

100%

7.00 tons per hour Fabric filter 100% 100%

100%

315.63 tons per hour Uncontrolled NIA N/A NIA

54.06 tons per hour Uncontrolled N/A N/A N/A

bhp N/A gallons per hour NIA mm Btu/hour NIA

NIA NIA N/A NIA N/A NIA NIA NIA NIA N/A

bhp N/A gallons per hour NIA mm Btu/hour NIA

NIA NIA NIA NIA NIA NIA NIA N/A NIA N/A

1 of 4

Control Emission Units

Emission Potential Allowable

Efficiency Pollutant Factor (pounds per)

Rate Emissions Emissions (%) (lb/hr) (tons/yr) (tons/yr)

N/A PM 0.0087 ton 1.56E+00 6 83 1.07

NIA PM 10 0.0041 ton 7.37E-01 3.23 0 51

N/A PM2s 0 0006 Ion 112E-01 0 49 0.08

NIA PM 0 0021 ton 2 85E-01 1.25 0.20

N/A PM 10 0.0010 ton 1 35E-01 0.59 0 09

NIA PM2s 0.0001 ton 2.04E-02 0.09 0 01

NIA PM 0 0010 Ion 4.66E-02 0.20 0.03

NIA PM10 0.0003 Ion 1 60E-02 0 07 0 01

NIA PM2s 0.0003 ton 1 60E-02 0 07 0 01

NIA PM 0.0089 ton 6.23E-02 0.27 0.04

NIA PM 10 0.0049 Ion 3.43E-02 0.15 0 02

NIA PM25 0.0049 Ion 3A3E:02 0.15 0.02

N/A PM 0.0048 ton "t~~~_g1l "§&1., 1 04

N/A PM10 0 0028 ton 8.84E-01 3.87 0.61

N/A PM2s 0.0014 ton 4.55E-01 1.99 0 31

NIA PM 1 118 Ion csi$£'-oi: ·t~-~,.:~) 36.05

N/A PM 10 0 31 ton 1.46E+01 63 90 10.00

N/A PM2s 0 2795 ton 1 32E+01 57.61 9 01

NIA PM MMBtu

NIA PM 10 MMBtu

NIA PM2s MMBtu

N/A so, Gallon

NIA NO, MMBtu

N/A co MMBtu NIA voe MMBtu

NIA CH20 MMB!u

NIA HAPs MMBlu

NIA co, MMB!u

N/A N,O MMBtu

NIA GHGma,,s MMBtu

NIA CH, MMBtu

N/A PM MMBtu

N/A PM 10 MMBtu

NIA PM2s MMBtu

NIA so, Gallon

NIA NO, MMBtu

N/A co MMBlu NIA voe MMBtu

NIA CH20 MMBtu

N/A HAPs MMBtu

N/A co, MMBtu

NIA N,O MMBtu

NIA GHGmM, MMBtu

NIA CH, MMBtu

Emission Calculations Concrete Calcu!ations.xlsm

7G,, 7C Generator

Mode! Year

Equipment Unit ID Description of Unit

~1 Combustion #1

Combustion #2

Combustion #3

Eqwpment Oescription/SCC

Propane (>=0.3, <10 mmE

bhp NIA NIA

gallons per hour NIA NIA

mm Btu/hour NIA NIA

NIA NIA

NIA NIA NIA NIA NIA NIA

NIA NIA NIA NIA

NIA NIA

NIA NIA

NIA NIA

NIA NIA

Heat Rate UoM per hour

1 mmBtu 100% NIA O.Q1 moal 100% NIA

mmscf 100% NIA 100% NIA

100% NIA 100% NIA 100% NIA 100% N/A 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA

mmBtu 100% N/A mgal 100% NIA

mmscf 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA

mmBtu 100% NIA maal 100% NIA

mmscf 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA 100% NIA

100% NIA 100% NIA

100% NIA 100% NIA

PM PM10

PM2s so, NO,

co voe CH 20

HAPs co, N,O

GHGmass CH,

PM 0,70 PM10 0.70

PM2.5 0.70 so, 0.00 NO, 13.00 voe 100 co 7.50 CH20 Pb HAPs COi 135.50 N,O 0.00 GHG_ 135.50 CH, 0.01

PM PM,o

PMu so, NO2

voe co CH20

Pb HAPS co2·

N,O GHGma111

CH,

PM PM10 PM2.5 so, NO, voe co CH20 Pb HAPs co, N,O GHGrnau CH,

MMBtu MMBtu

MMBtu

Gallon

MMBtu MMBtu MMBtu MMBlu MMBtu MMBtu

MMBtu

MMBtu MMBtu -Emission Factor lbs/UoM\

mgal mgal

mgal mgat

mgal mgal mgal mgal mgal mgal mgal mgal mgal

mgal

mgal mgal

mgal mgal

mgal mgal mgal mgal

mga1 mgal

mgal mgal mgal

mga!

mgal mgal

mgal

mgal

mgal mgal mgal mgal mgal mga! mgal mgal mgal mgal

2 of 4

7.69E-03 0.03 0.01 7.69E-03 0 03 0.01

7.69E-03 0.03 0.01 1.32E-07 0.00 0.00 1.43E-01 0.63 0.10 1.10E-02 0.05 0.01 8.24E-02 0.36 0.06 O.OOE+OO 0.00 0.00 O.OOE+OO 0.00 0.00 0.00E+OO 0.00 0.00 1.49E+O0 6.52 1.02 1.45E-05 0.00 0.00 1.49E+00 6.52 1.02 7.27E-05 0.00 000

Emission Calculations Concrete Calculations xlsm

IISB"'l@_t~ Load in ---+-

178.76 -I tonsperhour

f---­Load out --- -----[------ -~--1--- 178.76

tons per hour

Vehicular Activity

Willd "Erosioii ·-

Sand Load ill-

Load out

VEl-hicu-lai Activity

Wind Erosion

Pile#3 Loa;T1n

Load-Out

·vehiCUla'i.ACuv1ty-- , --------··. ~

Wfrid EroslOO-

Pile #4 L0a-lii,-

Load oUI

Vehicular Activity

Wmd ErO-sion

--I----

---!-··----- ------··

1----------------

1.50 - VMT per hour

- - iJ.iJ:f acres

136.87 tons per hOUr

136:8i - -- -- -- I

tons per hour

-1.1s 1-Vtlfi>er hOUr~

-- - 0.01 acres

tons per hour

tons per hour

VP:if -per hour- -

acres

tons per hour

tons per hour

VMTper hollr

>--- ~---·-·· acres

Unpaved: OoCumented -Watenng!ChSl'Tlicf"

--1- - ·- "-·-· --- ------- -I

Unpaved, Documented Watering/Chemlec

--

NIA NIA NIA NIA ---

NIA

NIA NIA NIA

NIA NIA-

NIA NIA

NIA­

N/A

NIA t-iif.. NIA

NIA NIA

NIA wf.. NIA

NIA --- 9-0%""

90% 74%

--NIA N/A NIA

NIA NIA NIA NIA WA

::_- -r ;:;~-NIA 90%

NIA 74% ·- N,A-- -- -N/A

NIA NIA NIA

NIA NIA NIA

NIA

--N7A--

NIA NIA NIA NIA NIA NIA NIA NIA

NiA NIA NIA NIA

-+

PM ____ PM10 PM2s

-PM-PM10 PM2.!__

PM PM10 PM2s PM

PM10 PM2,~

-PM

PM10 PM2.s - PM··-

PMrn

PM2~_ PM

PM10 PM2.5

PM PM,o PM2s

PM PM10 PM2s PM-

PM10 PM25 _

1----p-M-

PM,o

0.0087 t011 ___ - ·-- ·--- -- ----\-------

1.56E+OO

0.0041 ton

0 0006 ton -0:0051 ton

0.0041 too

0.0006 ton

i8s85 VMT-

2.2375 VMT 0 2238 VMT

----0.1783 acre-hr 0.0892 acre-hr 0.0134 acre-hr

.

0 .. 0. 021!"" -0 0010 ton 0.0001 ton o'.0021 ion--0.0010 ton

7.37E-01

7 37E-01

1.12E-01 1.18E+OO

3.37E-01

:;::~~•--2.14E-03

3.21E-04

2.85E-01 1.35E-01

2.04E-02 :iasE-01 1.35E-01

~ ~~~~:T -. -+- ~ ::~{'-----2.2375!1VMT 0.2238 VMT 0~2898 aCre:hr 0.1449 acre-hr 0.0217 acre-hr

ton

ton

!On _ -··•--"---+-­ton ton

2.58E-01 8.70E-02 3.77E-03 1-88E-03 2.83E-04

3of4

68i -----107 3.23 0.51 0.49 0 08

-- 6.83 ---107 3.23 0.49 519 1.47 0.38 0.02 0 01 0.00

- ,_ 1.25 0 59 0.09 1 25 0.59

0.51

0_08 0~81 0.23 0 06 o.66 0 00 0.00

0.20

0.09 0.01 a:20 0.09

0.091 0 01 3.97 - - --0.62

, "I 0.18

0,2s 0,05 0 02 0 00 0.01 0.00 0.00 0 00

... !~~,.-~-+---- -+------- -VMT

---- --- I :: I :: - t--~~+-- --,~~hr --1----------·· 1·

-1-----

NIA NIA

NIA NIA NIA NIA NIA NIA

-NIA-NIA NIA NI-_,,;--

NIA NIA

NIA NIA

NIA NIA WA NIA NIA NIA NIA NIA NIA NIA NIA NIA

PM10

PM2.1

---t- PM

PM,o PM2.s PM--

PM10 PM2s PM

PM10 PM2.s .. PM-PM10

~

-I

acre-hr acre-hr

ton too

ton ton

ton

ton

VMT

acre-hr

1-- -----

Emission Calculations Concrete Ca!culations.xtsm

I\

Road #1

Road #2

Road#3

Road #4

Road#5

Road #6

1,60 VMTperhour

2.85 VMT per hour

VMTperhour

VMT per hour

VMT per hour

VMT per hour

Unpaved, Documented NIA 90% Watering/Chemical Application NIA 90% N/A 74%

Unpaved, Documented NIA 90%

Watermg/Chem1cal Apphcation NIA 90% NIA 74%

N/A NIA NIA NIA

NIA NIA NIA NIA NIA NIA NIA NIA NIA N/A NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA

4 of 4

PM 11,1979 VMT U9E+o0 7,82 1,22

PM 10 3,3052 VMT 5 27E-01 2.31 0,36 PMu; 0.3305 VMT 1-37E-01 0,60 0.09

PM 10 9424 VMT 3.11E+00 13.64 2.13

PM10 3,2298 VMT 9,19E•01 4,03 0,63 PM25 0 3230 VMT 2.39E-01 1 05 0 16 PM VMT

PM10 VMT PMu VMT PM VMT

PM10 VMT PM25 VMT PM VMT

PM10 VMT PM2.s VMT

PM VMT PM10 VMT PM2s VMT