ML16053A211

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Northwest Medical Isotopes, LLC - NWMI-2016-RAI-001, Revision 0, Engineering Design File, Appendix F, EDF-3124-0014, Emission Modeling for Construction Activities Using Aerscreen
ML16053A211
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Site: Northwest Medical Isotopes
Issue date: 07/30/2015
From: McManus G
Northwest Medical Isotopes, Portage
To:
Office of Nuclear Reactor Regulation
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ML16053A221 List:
References
NWMI-LTR-2016-002 EDF-3124-0014, NWMI-2016-RAI-001, Rev. 0
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NWMINWMI-201 6-RAI-00!Rev. 0Appendix F-EDF-3124-0014, Emission Modeling for Construction Activities Using AERSCREENF-i Document ID: EDF-3124-0014Revision ID: 1Effective Date: July 30, 2015Engineering Design FileEmission Modeling for Construction Activities Using AERSCREENPortage Project No.: 3124Project Title: NWMI EnvironmentalReportPortageTEM-900209/29/09Rev. 0 TEM-900209/29109Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 1 of 231. Portage Project No.:31242. Project/Task: NWIVI Environmental Report3. DCN#4. Title: Emission Modeling for Construction Activities Using AERSCREEN5. NPH PC or SDC: N/A6. SSC Safety Category: N/A7 Summary: This EDF documents the expected off-site emission concentration from the construction phase of theNorthwest Medical Isotopes, LLC (NWMI) Radioisotope Production Facility project for PM-10, PM-2.5, NOR,CO, and SOx~. The assumptions used and the results are presented in this document.8 Distribution: (Portage, Inc.)9. Review (R) and Approval,(A) Signatures: :; ... '.. '(Identify minimum reviews and approvals. Additional reviews/approvals may be added.): = "; ' I. Printed Name! ...* R/ Organizationi :"". .*':Signature ' DateAuthor/Design Agent A Gary McManus I 7/30/15,Independent Review R Dave Thorne _f .,7/30/15Independent Review RProject Manager R/A John Belier !fS.- ..7/30/15Registered Professional Engineer's Stamp (if required) E]N/A TEM-900209/29109Rev. 0'ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 2 of 23IntroductionAs described in EDF-3 124-0004, Calculation for the Determination of Fugitive Dust DuringConstruction Activities, EDiF-3 124-0006, Determination of Wind-Blown Dust DuringConstruction Activities, and EDF-3 124-0009, Off-Road Emissions During Construction, therewill be numerous emissions sources during the construction phase of the Northwest MedicalIsotopes, LLC (NWML) Radioisotope Production Facility. The three sources considered for thiscalculation include fugitive dust, windblown dust, and emissions for off-road constructionequipment. The totals from all three of these activities are summarized in Table 1.Table 1. Anticipated Gaseous Effluents andTheir Associated Air Quality Parameters for ConstructionPM-2.5 iW, C, OR -304 ' 674CO OR i ...91.5 .... i .. ..202 .. .,i ..* ..;-,-, ' , ..O R, " ,- i " 107 7,; -, ,23.6 , ,.,a W -Wind-blown dust (EDF-3 124-0006), C -Construction activities (EDF-3124-0004), OR -Off-road constructionequipment emissions (EDF-3 124-0009).CO = carbon monoxide. PM-10 =particulate matter 10 jim or less diameter.NOx = nitrogen oxides. SOx = sulfur dioxide.PM-2.5 = particulate matter 2.5 jtm or less diameter.Assumptions (AERSCREEN)The input assumptions used for the AERSCREEN model are summarized in Table 2 and Table 3.Table 2. AERSCREEN InputStack ParametersISource rate Area emission rate 18.8Area source long sideiArea source short side ;:Initial vertical dimension!Rural or urbain. Flagpole receptor heightiInitial probe distance !: ii5E-06 g/s-m2' 7.02E-05 lb/hr-rn2189.89 623.000.00m OO000ft2 m 6.56 ft5,0 m1,44fSTable 3. MAKEMET Meteorologyi ParametersiMinimum wind speed 0 05 in/sheight :.' ' :::10,m , ..:!Surface characteristics -User defined!Bowen ratio 1.50The closest residential receptor was assumed to be a single family home located approximately430 meters (in) south-southeast from the facility location. Using these assumptions, theAERSCREEN model was run and the results were obtained. A complete listing of the model isincluded in Attachment 1.

TEM-9002 ENGINEERING DESIGN FILE EDF-3124-001409/29/09 Rev. 1Rev. 0 Page 3 of 23Results (AERSCREEN)The final run results for the maximum concentration downwind of the facility are summarized inTable 4.Table 4. AERSCREEN Results112 ma 1,103 1,103 1,103 1,103 N/A.......30 .... mb" ... ,- : " ....., 391..... .... 391 '.. "...... ,'.... 391' "7 ..... ..; ,"-- 391 ,...... .N/Am6 , ,< 9 .. 3 1 , ,! ; 3 1 .: ..9I... : /a Distance from the source to the location of the maximum concentration is 112 m.b Distance from the source to the nearest receptor.N/A = not applicable.Using the AERSCREEN results from Table 4, the concentrations at 112 and 430 m for each ofthe effluents in Table 1 were calculated as follows.The calculations were conducted using the attached Excel spreadsheet (Attachment 2). Thefollowing example for PM-10 shows the approach.Total release is 1,463 kilograms (kg) (3,226 pounds [lb]) over 17 months (Table 1).Average 1 -hr PM- 10 release is:3,226 lb/17 months x 1 monthl30 days x 1 day/24 hr2.64E-01 lb/hours (hr) average over 17 monthsFrom AERSCREEN, the maximum concentration is at 112 m and is 1,103 micrograms(pgg)/cubic meter (m3)/(1 .00 lb/hr release).* PM-10 = 2.64E-01 lb/hr average over 3 years x 1,103 igg/m3/(1.00 lb/hr release)* PM-10 =291pgg/m3Similarly, from AERSCREEN, the concentration at 430 m (closest receptor) is 391 pgg/m3/(1.00 lb/hr release) (Attachment 2).PM-10 103 jgg/m3Similar calculations were completed for each of the other constituents in Table 1. The results areshown in Table 5.

TEM-900209/29109Rev. 0TbeNGINEERIsinG MdeSiGng FIesutEDF-3124--0014Rev. 1Page 4 of 23Table 5. Emission Modeling ResultsS -~ 0 .~ 0 -'S

  • 0 -.0 -~ I0 0 0PM-10NOx2.64E-011. 16E-0 11 .93E-0229112821103i~221!4516.4!17.5CONOxPM-2.5= carbon monoxide.= mitrogen oxides.= particulate matter 2.5 ptm or less diameter.PM-10 particulate matter 10 p.m or less diameter.SOX = sulfur dioxide.The values in Table 5 were then compared to the National Ambient Air Quality Standards(NAAQS) in Table 6.Table 6. Release Concentration Comparison to National Ambient Air Quality StandardsPM-10NO.SOx29112821103457.50.150.040.1035.00.0751.88E+o21.97E+02194%68%10.7%69%24%3.8 1%a Maximutm concentration from AERSCREEN was at 112 m.b Shaded cells represent actual NAAQS units without conversion.CO =carbon monoxide. PM-2.5NAAQS =National Ambient Air Quality Standards. PM-10NOx nitrogen oxides. SCIx= particulate matter 2.5 jim or less diameter.= particulate matter 10 pxm or less diameter.= sulfur dioxide.Based on Table 6, the modeled release concentrations are below the applicable NAAQSstandards except for PM-10 and PM-2.5. The PM-10 and PM-2.5 releases are assumed to not bemitigated for this analysis. However, the PM-10 and PM-2.5 would be mitigated to ensure thatthe air concentrations are less than the NAAQ standards by use of water application duringexcavation operations and limiting excavation during periods of high winds. Therefore, noadditional modeling is required at this time.

TEM-9002 ENGINEE09/29/09Rev. 0A similar evaluation of the model emissionconcentrations was performed to determineif the emissions exceed the regionalambient concentrations of the listedpollutants. Regional values of the fiveregulated pollutants for Missouri wereobtained from the Missouri Division ofEnvironmental Quality website fordifferent monitoring stations in the statethe closest to the RPF site (MDNR, 2015).Table 7 summarizes the data inAttachment 3 used to determine theaverage values.N1G DESIGN FILE EDF-3124-0014Rev. 1Page 5 of 23Table 7. Ambient Air of Rural/Urban Missouri-' 6~

  • S -S. SPM-10SO217.220.86.97CONOxPM-2.5PM-10SO,'=carbon monoxide.= nitrogen oxides.= particulate matter 2.5 jIm or less diameter.=particulate matter 10 jim or less diameter.= sulfur dioxide,Table 8 presents the results of the comparison of the air concentrations at the closest receptor(430 m) to the ambient air concentrations.Table 8. Comparison of Modeled Concentrations to Average Ambient LevelsAround the State of MissouriPM-10NOx'SOx103457.517.220.87.0Yes8Yes6Noo PM values do not include control measuresCONO,'PM-2. 5=carbon monoxide.= nitrogen oxides.=particulate matter 2.5 jim or less diameter.PM-10 particulate matter 101im or less diameter.SOx' = sulfur dioxide.From Table 8, control measures for particulate matter should be considered during construction.In addition, engine emission controls for the construction equipment should be evaluated for theindividual units. The emissions factors used were based on average equipment and associatedhorsepower. Emissions information based on the specific manufacturer's data should result inactual emissions being lower.ReferencesEDF-3 124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities,Rev. 1, Portage, Inc., Idaho Falls, Idaho, February 3, 2015.EDF-3 124-0006, Determination of Wind-Blown Dust During Construction Activities, Rev. 1, Portage,Inc., Idaho Falls, Idaho, July 21, 2015.EDF-3224-0009, Off-Road Emissions During Construction, Rev. 1, Portage, Inc., Idaho Falls, Idaho,July 31, 2015.MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources,http://dnr.mo.gov/env/esp/aqm/index.html, accessed July 2015.

TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. IPage 6 of 23Attachment 1AERSCREEN FlilesAERSCREEN 11126 /AERMOD 123406/18/1413 :04:48TIThE: AREA RELEASE FOR CONSTRUCTION ACTIVITIES************AREA****- PARAMETERS *************SOURCE EMISSION RATE:0. 1260 g/sAREA EMISSION RATE: 0.885E-O:AREA HiEIGHT: 0.30 metersAREA SOURCE LONG SID)E: 189.1AREA SOURCE SHORT SIDE: 74.5INITIAL VERTICAL DIMENSION: CRURAL OR URBAN: RURAL5 gI(s-m2)0.89 meters98 meters).00 meters1.000 lb/hr0. 702E-04 lbI(hr-m2)98 feet623.00 feet246.00 feet0.00 feetFLAGPOLE RECEPTOR HEIGHT:INITIAL PROBE DISTANCE =2.00 meters5000. meters6.56 feet16404. feet************BUILDIING DOWNWASH PARAMETERS **********BUILDING DOWNWASH NOT USED FOR NON-POJINIT SOURCES************ FLOW SECTOR ANALYSIS *************************25 meter receptor spacing: 1. meters -5000. metersMAX[MUM IMPACT RECEPTORZo SURFACE 1 -HR CONC RADIAL DIST TEMPORALSECTOR ROUGHNESS (ug/m3) (deg)(in) PERIOD TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-3124--0014Rev. 1Page 7of 231" 0.500 1079.*= worst case diagonal0 125.0 ANN*****************MVAKE]V[ET METEOROLOGY *ARAETER*****************MIN/MAX TEMIPERATURE: 249.8 /310.9 (K)MINIMUM WiINID SPEED:0.5 m/sANEMOMETER HEIGHT: 10.000 metersSURFACE CHARACTERISTICS JINPUT: USER ENTEREDALBEDO: 0.60BOWEN RATIO: 1.50ROUGHNESS LENGTH: 0.500 (meters)METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAX[MUMIMPACTYR MO DY JDY HR10 01 01 1 01HO U* W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO REF WS-0.78 0.033 -9.000 0.020 -999. 14. 3.6 0.500 1.50 0.60 0.50HIT REF TA HIT10.0 249.8 2.0METEOROLOGY CONDITIONS USED TO PREDICT AMBIENT BOUNDARYIMPACTYR MO DY JDY HR TEM-900209/29/,09Rev. 0SENGINEERING DESIGN FILEEDF-3124-0014Rev. IPage 8 of 2310 0104 1 01HO U*~ W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO REF WS-0.72 0.033 -9.000 0.020 -999. 14.4.0 0.500 1.50 0.60 0.50HT REF TA HT10.0 249.8 2.0*************AERSCREEN AUTOMATED DISTANCES *********OVERALL MAXIMUM CONCENTRATIONS BY DISTANCEMAXIMUM51vDIST 1-HR CONC(in) (ug/m3)0.99 557.325.00 698.450.00 833.075.00 954.4100.00 1064.125.00 1079.150.00 983.7175.00 888.5200.00 805.4225.00 733.5250.00 670.7275.00 615.7300.00 567.5325.00 524.7350.00 487.0375.00 453.2400.00 423.2425.00 396.1450.00 371.9475.00 350.0500.00 330.2525.00 312.1550.00 295.7575.00 280.7MAXIMUJMDIST 1-HR CONC(in) (ug/m3)2525.00 42.822550.00 42.252575.00 41.692600.00 41.142625.00 40.612650.00 40.092675.00 39.582700.00 39.082725.00 38.592750.00 38.112775.00 37.652800.00 37.192825.00 36.742850.00 36.302875.00 35.872900.00 35.452925.00 35.042950.00 34.632975.00 34.243000.00 33.853025.00 33.473050.00 33.093075.00 32.733100.00 32.37 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. IPage 9 of 23600.00625.00650.00675.00700.00725.00750.00775.00800.00825.00850.00875.00900.00925.00950.00975.001000.001025.001050.001075.001100.001125.001150.001175.001200.001225.001250.001275.001300.001325.001350.001375.001400.001425.001450.001475.001500.001525.001550.001575.001600.001625.001650.001675.001700.001725.00266.8254.1242.5231.7221.5212.2203.6195.6188.0180.9174.2168.0162.2156.7151.5146.5141.9137.5133.4129.4125.6122.1118.7115.4112.3109.3106.5103.8101.298.7396.3894.0991.9089.8087.7985.8483.9682.1480.4078.7277.1075.5474.0372.5871.1869.823125.003150.003174.993199.993225.003250.003275.003300.003325.003350.003375.003400.003425.003450.003475.003500.003525.003550.003575.003600.003625.003650.003675.003700.003725.003750.003775.003800.003825.O003849.993875.003900.003925.003950.003975.004000.004025.004050.004075.004100.004125.004150.004175.004200.004225.004250.0032.0131.6731.3331.0030.6730.3530.0329.7229.4229.1228.8228.5428.2527.9727.7027.4327.1626.9026.6526.3926.1525.9025.6625.4325.1924.9624.7424.5224.3024.0823.8723.6623.4623.2623.0622.8622.6722.4822.2922.1021.9221.7421.5621.3921.2221.05 TEM-900209/29109Rev. 0,ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 10 of 231750.001775.001800.001825.001850.001875.001900.001925.001950.001975.002000.002025.002050.002075.002100.002125.002150.002175.002200.002225.002250.002275.002300.002325.002350.002375.002400.002425.002450.002475.002500.0068.5167.2566.0264.8363.6862.5761.4860.4359.4058.4157.4456.4955.5654.6753.8052.9552.1351.3351.6650.8750.1049.3648.6347.9247.2246.5545.8945.2444.6144.0043.404275.004300.004325.004350.004375.004400.004425.004450.004475.004500.004525.004550.004575.004600.004625.004650.004675.004700.004725.004750.004775.004800.004825.004850.004875.004900.004924.994950.004975.005000.0020.8820.7120.5520.3920.2320.0719.9219.7619.6119.4719.3219.1719.0318.8918.7518.6118.4818.3418.2118.0817.9517.8217.7017.5717.4517.2117.0916.9716.86 TEM-900209/29109Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 11 of 23***********AERSCREEN MAIXIMUMV IMPACT SUMvIMARY ********3-hour, 8-hour, and 24-hour scaledconcentrations are equal to the 1-hour concentration as referenced inSCREEN]NG PROCEDURES FOR ESTIMATING THlE AIR QUALITYIMP~ACT OF STATIONARY SOURCES, REVISED (Section 4.5.4)Report number EPA-454/R-92-019http://www.epa.gov/scram00 1/guidance~permit.htmunder Screening GuidanceMAXIMUrM1 -HOURSC!3-HOIALED SCALED SCALEDJ-R 8-HOUR 24-HOUR AINJNUALCONC CONC CONC CONC(ug/m3) (ug/m3) (ug/m3) (ug/m3)CALCULATIONPROCEDURECONC(ug/m3)FLAT TERRAIN 1103. 1103. 1103. 1103. N/ADISTANCE FROM SOURCE 112.00 metersIMPACT AT THEAMBIENT BOUNDARY 557.3 557.3 557.3 557.3 N/ADISTANCE FROM SOURCE 0.9mtr0.99 meters TEM-900209/29/09Rev. 0SENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 12 of 23NWMI Process Boilers ARESCREEN Run 6-13start date and time 06/13/14 10:00:24AERSCREEN 11126NWMI Process boiler run#1NWMI Process boiler run#1DATA ENTRY VALIDATIONMETRIC ENGLISH** STACKDATA ** ----- ---Emission Rate: 0.1260 g/s 1.000 lb/hrstack Height: 18.59 meters 61.00 feetstack Diameter: 0.305 meters 12.00 inchesstack Temperature: 310.9 K 100.0 Deg FExit Velocity: 17.929 m/s 58.82 ft/sStack Flow Rate: 2772 ACFMModel Mode: RURALDist to Ambient Air: 1.0 meters 3. feet** BUILDING DATA **No Building Downwash Parameters** TERRAIN DATA NO Terrain ElevationsSource Base Elevation: 0.0 meters 0.0 feetProbe distance: 5000. meters 16404. feetFlagpole Receptor Height: 1.8 metersNo discrete receptors used6. feet** METEOROLOGY DATA **Min/Max Temperature: 255.4 / 302.6 K 0.0 / 85.0 Deg FMinimum wind speed: 0.5 in/sAnemometer Height: 10.000 metersDominant surface Profile: GrasslandDominant climate Type: Average MoistureAERSCREEN output file:NWMI Process Boilers ARESCREEN Run 6-13.out** AERSCREEN Run is Ready to Begin.No terrain used, AERMAP will, not be runchanging units flag from English to metricPage 1 TEM-900209129109Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 13 of 23NWMI Process Boilers ARESCREEN Run 6-13SURFACE CHARACTERISTICS & MAKEMETobtaining surface characteri sti Cs...using AERMET seasonal surface characteristics for Grassland with Average MoistureSeason Albedo Bo zoWinter 0.60 1.50 0.001spring 0.18 0.40 0.050summer 0.18 0.80 0.100Autumn 0.20 1.00 0.010Creating met files aerscreenOLl0.sfc & aerscreen0LO1_O.pflCreating met files aerscreenO2_.01.sfc & aerscreen_02_0.pflCreating met files aerscreenO3_l.sfc & aerscreen_03_Ol.pflCreating met files aerscreen_04_01.sfc & aerscreen_&04_O.pflPROBE started 06/13/14 10:05:11Running probe for winter sector 1AERMOD Finishes Successfully for PROBE stage 1 Winter sector 1****r**** WARNING MESSAGES ******** NONE **Running probe for spring sector 1AERMOD Finishes Successfully for PROBE stage*e******* WARNING MESSAGES ******* NONE **Running probe for summer sector 1AERMOD Finishes Successfully for PROBE stage*****~** WARNING MESSAGES ******** NONE **Running probe for Autumn sector 1AERMOO Finishes successfullyfor PROBE stage********* WARNING MESSAGES ******* NONE **1 Spring sector11 Summer sector11 Autumn sector 1PROBEREFINEAERMODended 06/13/14 10:05:17started 06/13/14 10:05:17Finishes Successfully for REFINE stage 3 spring sector1Page 2 TEM-9002 ENGINEERING DESIGN FILE EDF-3124-001 409/29/09 Rev. IRev. 0 Page 14 of 23NWMI Process Boilers ARESCREEN Run 6-13WARNING MESSAGES ** NONE **REFINE ended 06/13/14 10:05:17* e* *** * *** *** **Y*Ye* * ** * *** *** * ** e* **Y* ***e* *******AERSCREEN Finished successfullywith no errors or warningsunits switched from EngVIsh to metriccheck log file for detailsEnding date and time 06/13/14 10:05:19 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 15 of 23OUTPUT FILE:NWMI Process Boilers ARESCREEN Run 6-13AERSCREEN 11126 / AERMOD 123406/13/1410:05:17TITLE: NWMI Process boiler run#1**********~***,*******1i******* STACK PARAMETERS *******(*1*Y~*********f*(*******SOURCE EMISSION RATE:*STACK HEIGHT:STACK INNER DIAMETER:PLUME EXIT TEMPERATURE:PLUME EXIT VELOCITY:STACK AIR FLOW RATE:RURAL OR URBAN:FLAGPOLE RECEPTOR HEIGHT:INITIAL PROBE DISTANCE =0.126018.590.305310.917.9292772RURALg/smetersmetersKmn/sACFM1.00061.0012.00100.058.82lb/hrfeetinchesDeg Fft/s1.83 meters5000. meters6.00 feet16404. feet**************~ ~ BUILDING DOWNWASH PARAMETERS *************NO BUILDING DOWNWASH HAS BEEN REQUESTED FOR THIS ANALYSIS**********************e**** PROBE ANALYSIS **************25 meter receptor spacing: 1. meters -5000. metersZo ROUGHNESS 1-HR CONC DIST TEMPORALSECTOR LENGTH (ug/m3) Cm) PERIOD1"0.050 19.15- 125.0 SPR* = worst case flow sector************ MAKEMET METEOROLOGY PARAMETERS ***********MIN/MAX TEMPERATURE:MINIMUM WIND SPEED:ANEMOMETER HEIGHT:255.4 / 302.6 (K)0.5 mn/s10.000 metersSURFACE CHARACTERISTICS INPUT: AERMET SEASONAL TABLESDOMINANT SURFACE PROFILE: GrasslandDOMINANT CLIMATE TYPE: Average MoistureDOMINANT SEASON: SpringALB EDO:BOWEN RATIO:ROUGHNESS' LENGTH:0.180.400.050 (meters)Page 1 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 16 of 23NWMI Process Boilers ARESCREEN Run 6-13METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAXIMUM IMPACTYR MO DY JDY HR10 0105 5 12HO21.62HT10.00.066W*' DT/DZ ZICNV ZIMCH M-O LEN0.300 0.020 46. 39. -1.2Z0 BOWEN ALBEDO REF WS0.050 0.40 0.18 0.50REF TA HT302.6 2.0ESTIMATED FINAL PLUME HEIGHT Cnon-downwash):33.3 metersMETEOROLOGY CONDITIONS USED TO PREDICT AMBIENT BOUNDARY IMPACTYR MO DY JDY HR10 0101 5 12HO-1.63U* W* DT/DZ ZICNV ZIMCH0.0o39- 0.100 0.0o20- -19.- -18.-M-O LEN-2-_.9zo BOWEN ALBEDO REF WS0.010- 1.00 0.20 0.50HT REF TA HT10.0 255.4 2.0ESTIMATED FINAL PLUME HEIGHT (non-downwash):53.7 meters******************1******* AERSCREEN AUTOMATED DISTANCES ************OVERALL MAXIMUM CONCENTRATIONS BY DISTANCEMAXIMUMDIST 1-HR CONC(m) (ug/m3)1.00 0.4366E-0325.00 7.11950.00 9.92475.00 14.25100.00 18.40125.00 19.15150.00 18.65175.00 17.82200.00 16.90225.00 15.99250.00 15.14275.00 14.36300.00 13.65325.00 13.00MAXIMUMDIST 1-HR CONCCm) (ug/m3)2525.00 5.0972550.00 5.0612575.00 5.0242600.00 4.9892625.00 4.9532650.00 4.9192675.00 4.8842700.00 4.8502725.00 4.8172750.00 4.7842775.00 4.7522800.00 4.7202825.00 4.6882850.00 4.657Page 2 TEM-900209129/09Rev. 0ENGINEERING DESIGN FILEEDF-3124--0014Rev. 1Page 17 of 23*350.00375.00400.00425.00450.00475.00500.00525.00550.00575.00600.00625.00650.00675.00700 .00725.00750.00775.00800.00825.00850.00875.00900.00925.00950.00975.001000.001025.001050.001075.001100.O001125.O001150.O001175.001200.O001225.O001250.001275.001300.001325.001350.001375.001400.O001425.O001450.001475.001500.001525.001550.001575.001600.001625.001650.001675.001700.001725.001750.001775.001800.001825.001850.001875.001900.00NWMiI Process Boilers12.4111.8711.3810.9310. 5210.3910.2910.159.9759.7829.5759.3579.13 58.9108.6858.4618.2418.0297.9387.8427.7427.8878.0238.1328.2 188.2828.3278.3008.2588.2128.1628.1108.0557.9987.9387.8787.8167.7537.6897.6257.5607.4957.4307.3657.3007.23 57.1717.1077.0436.9806.9186.8566.7946.7346.6746.6146.5566.4986.4416.3856.3296.2746.220ARESCREEN Run2875.002900.002925.002950.002975.003000.003025.003050.003075.003100.003125.003150.003175.003200.003225 .003250.003275.003300.003325.003350.003375.003400.003425.003450.003475.003500.003525.003550.003575.003600.003625.003650.003675.003700.003725.003750.003775.003800.003825.003850.003875.003900.003925.003950.003975.004000.004025.004050.004075.004100.004125.004150.004175.004200.004225.004250.004275.004300.004325.004350.004375.004400.004425.006-134,6274.5974.5674.5374.5084.4804.4514.4234.3964.3694.34243 3154.2894.2634.2384.2124.1874.1634.1394.1154.0914.0674.0444.0213.9993.9763.9543.9333.9113.8903.8693.8483.8273.8073.7873.767.3.7473.727.3.7083.6893.6703.6513.6333,6153,5973.5793,561.3.5433.5263.5093.4923,4753.4583.4423 .4253.4093,3933.3773.3623.3463.3313.3153.300Page 3 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 18 of 231925.001950.001975.002000.002025.002050.002075.002100.002125.002150.002175.002200.002225.0022 50.002275.002300.002325.002350.002375.002400.002425.002450.002475.002500.00NWMI Process Boilers6.1676.1146.0626.0115.9615.9115.8635.8155.7675.7205.6745.6295.5845.5405.4975.4545.4125.3715.3305.2905.2505.2115.1735.135ARESCREEN Run4450.004475.004500.004525.004550.004575.004600.004625.004650.004675.004700.004725.004750.004775.004800.004825.004850.004875.004900.004925.004950.004975.005000.006-133.2853.2703.2563.2413.2273.2123.1983.1843.1703.1573.1433.1293.1163.1033.0893.0763.0633.0513.0383.0253.0133.0002.988************(*** AERSCREEN MAXIMUM IMPACT SUMMARY ***********MAXIMUM SCALED SCALED SCALED SCALED1-HOUR 3-HOUR 8-HOUR 24-HOUR ANNUALCALCULATION CONC CONC CONC CONC CONCPROCEDURE (ug/m3) (ug/m3) (ug/m3) (ug/mi3) (ug/m3)FLAT TERRAIN 19.15 19.15 17.24 11.49 1.915DISTANCE FROM SOURCE123.00 metersIMPACT AT THEAMBIENT BOUNDARY 0.4366E-03 0.4366E-03 0.3929E-03 0.2619E-03 0.4366E-04DISTANCE FROM SOURCE1.0mtr1. O0 meters TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-001409/29/09 Rev. 1Rev. 0 Page 19 of 23Attachment 2Excel Spreadsheet of Emission Rate CalculationsTotal PM EmissionsSource (Hbs) Total AmountEffluent ________Winda [ onstuctin b Off-Road Construction_____________Equlpment (isPM-10 160 [ 3000 66 3226PM-2.5 24 [ 600 50 674a. FromEDF-3 124-0006b. From EDF-3124-0004c. From EDF-3 124-0009 ________[PM-10 Calculation !Total relase is 3226 lbs over 17 months!lAveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> release isf ]3322-17bs.....mo---s x ont3 days

  • 1lday/24 hoursi 2.64E-01 ___ lb/hr average over 17 months ___ ____i [1.4lb1 /hraverage over 3-years....From AESCREEN Maxmum concentration is at 112 meters and is 1103 ug/m3 / lb/hr release...The; .... ...aveag cnnetration at 112 meters is,- 2.64E-02 [2.64E-02 lb/hr
  • 1103 ug/m3 ____, 17 months , 2.91E+02 !ug/m3 __~PM-2.5 Calculation }Total relase is 674 lbs over 17 months.... ................ Aveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> release isI 64ls1 months x 1 month/S0 days_* Iday/24 hours __S...... ...... .. ... .. .. ... .551 -0 .J l/hr average over 17 months _ _ _.!...2.60E-02 Ilb/hr average over 3-yearsFrom AESCREEN Maxmum concentration is at 112 meters and is 1103 ug/m3 / lb/hr release-- The average concnetration at 112_meters is_____SPM2.5 6.07E+i01 3-- From AESCREEN Maxmum concentration is at 430 meters and is 391 ug/m3 / lb/hr release'At 430 meters ; .___+ PM- 10 = 1.0305E+02 iug/m3IPM-2.5_____ 2,1531E+Oljug/m3 -__ _i .....-- -.. .... ....---.... .. .... ....................... U .............."_ _ _._. ...... .. ... ... _ ....... ..... ........ ....... ..... ... ........ ... ...i .... .......... .... ... .

lTM-9002 ENGINEERING DESIGN FILE EDF-3124-001409/29/09 Rev. 1Rev. 0 Page 20 of 23Tablc 20Off-Road Vehiele Emissions (During 17 Months of Construction)_________________Pollutant(s)Equipment Number Hours NOx CO ____CO2 SOx(kg (Ibs)

  • kg) (Ibs) (kg) (Ibs) (Ibs)Bulldozer 1.00E+00O 1.00E÷02 1.39E+f02 3.07E+i02 1.90E+-01 4.10E+-01 1.30E+04 2.87E+04 2.30E+01 5.l0E+01Compactor 1.00E+00 1.20E+02 1.55E+-I02 3.42E+I02 2.10E+I01 4.60E+01l 1.45E+'04 3.20E+04 2.60E+~01 5.70E+I01Excavators 1.00E+00 6.00E+01 4.90E-i01 1.08E+02 8.00E+00 1.70E+f01 4.53E1+03 9.99E1+03 8.00E1+00 1.80E+01Front Loaders 1.00E+400 1.20E1+02 6.80E+f01 1.50E1+02 1.00E-t01 2.30E+01 6.25E+03 1.38E+04 1.10E1+01 2.50E-I01Grfaders 1.0OE+t00 8.00E+01 6.60E+01 1.45E-+02 1.00E+01 2.20E1+01 6.04E+03 1.33E1+04 1.10E1+01 2.40E+01Paver 1.OOE-l-00 8.00E1+01 6.40E+01 1.4211+02 1.00E+01 2.20E+i01 5.921-+03 1.30E+04 1.10E+01 2.30E1+01Asphalt Roller 1.00E+i00 8.00E1+01 1.04E+-102 2.28E+02 1.40E+01 3.10E1+01 9.6711+03 2.13E+04 1.70E+01 3.80E+01Total 6.46E+02 1.42E+03 9.10E+01 2.01E+02 6.01E+04 1.32E+05 1.07E+02 2.36E+02[N~x CalculaUon I Totalirehase is 1,4221lbs over 17 months T-i________Aveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> releas is _______2_--2 -_-5'iee l ]14221b s/17 m onth saxl1m onth/30 days
  • 1 d a y /24 hou s_._! ... ....._1-hr,98thpercntileavoa__o____e____ .1_ -0 ______ _______-______________________aged ver aerhreeover1'7 monthsa .. .years. t _____-F !__5.4911-02 Ylb/hr average over 3-years _________-U-_ _ _FmAESCREEN Maxmsnnconcentrallon is at 112 meters and is 1103 uglm3 /lblhr release I ____[From AESCREEN concentratlon Is at 430 meters, and is 391 sng/n3 / lb/hr release J____[eaverage oonenetration at 121 meters is ] _ The average conenetration at 430 meters is r i---------------6.2 1 0 p b _ _ __ _ _ .4 +0__gm__.. .. ... ...... ... ..__...... .__ , Aveag......releasci I --.----S ___x193C-02 Tbhrlvergeove 17 montha I _________ 91.91E-03 lb/hr average over 3-yar months________.0E-3 l__raveage__e 3-ea__-it ~From AESCREEN Maxmum concentration is at112 meters andlis 1103 uglm3!/lb/hr release ____ .[The average eonenetr-ation at 112 meters IThe average oonenelration at 430 metersT[ I ]~2.31-1i --gm3 .....F......i........ 7.54E+00 lu/m3 j~.~___K_____ 1.121o-3 ----iF-- _ L_ -i -- e_____

TEM-9002 ENGINEERING DESIGN FILE EDF-31 24--001409/29/09 Rev. 1Rev. 0 Page 21 of 23ICO Calculation Total relase is 201 lbs over 17 months ________________ Aveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> release is -I __________ 201 lbs/17 months x 1 month/30_days

  • day/24 hours _____Il.1 7.75E-03 7ijlbhr average over 3-ye ars _________;- -..f. ... .....r average ..ver 1........s.... f .. .. ---.- ---iiFrom AESCREEN Maxmmnmconcentratlon is at 112 meters and is 1103 ug/nm3 /Ilblhr release_ _ i "-.......... EE.N_ *once ntraten. Isa 4430 un.e ters_.and is 391 .g/m3/lb/h rleas ......I..............S The average conenetration at 112 meters is The average oonenetration at 430 meters is1 ..... ...J64E-02 lb/h-r*l113 ugm3-t { [ 16.42E-+00 iug/m3 S1.58E-02 !ppm i 56E0 pm .-- .... ..i -iI I ' -_____ -___ _____________ _______ _________________ I _____ 1I- I]For Concentrations at 430 meters multiply 112 concentration times 391/1103NOx 2.42E+01 ppbCO 5.61E-03 ppmSOx '2. 88E=03 ppmAegeconcentration at 112 metersNx6.82E+01 ppbCO1.58E-02 ppmSx8.12E-03 ppmr O1p=18~gm TEM-900209/29/09Rev. 0:'ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 22 of 23Attachment 3Average Ambient Pollutant Concentrations for MissouriTable A3-1. Levels of Carbon Monoxide in Springfield Missouri1993199519971999>).]: );f 20012003200520072009Second Quarter 2013--Average {((g/m3)-i 5.459~4.1, 2.84i 2.6' 1.5.1.114957-'-', 645441.92.32.32.35.73E+006.56E+03Source: MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http://dur.mo.govfenv/esp/aqm-index.htm1, accessed July 2015.Table A3-2. Nitrogen Dioxide -Hillcrest Hligh School Springfield199319951996, " -i'. 998:,',.199920010.0110.0130.0120.0110.013200220042006~20087!Through Third QuarterAveraze (u2/m3)0.01070.0120.01040.00890.00791.1OE-02!2.08E+012). 'A"? 5"::' !, 'YSource: MDNR 2014, "Air Quality Monitoring," Missouri Departmnent of Natural Resources, http://dnr.mo.gov/env/esp/aqrm/index.html, accessed July 2015.

TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 23 of 23Table A3-3. Inhalable PM10 -Missouri State University Springfield19931995199719992001S 1817S 15:7 18: 20£{l +::" 1 d + :i 38, 445145572003S 2005200720092011Average (utg/m3")1719.317.91416.517.16S 4045 ,3843.2Source: MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http:lldnr.mo.gov/env/esplaqmn/mndex html, accessed July 2015.Table A3-4. Inhalable PM-2.5 -Missouri State University Springfield1999200120032005, 12.24<12*2' 12.2, 11.7: 13.01200620082010201210.82~10.7~9.89i 10.09Source: MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http://dnr.mo.gov/ envlesplaqm/mndcxhtml, accessed July 2015.Table A3-$. Sulfur Dioxide -Missouri State University SpringfieldI1994219951"! :{: "59.96: ,{19971998>)i~19992001; 0.0053 -* 0.0022 ~ 2 0.002~0.002, a...0.0042002200420062008,Average (ppm)0.003" ! : :,:'¢ 0.002 .>:0.0014-, .,0.0017, 7 ,:; ,0.00190.0022, 2.66E-03Source: MvDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http://dnr.mo.gov/env/esp/aqmlindex.html, accessed July 2015.

NWMINWMI-201 6-RAI-00!Rev. 0Appendix F-EDF-3124-0014, Emission Modeling for Construction Activities Using AERSCREENF-i Document ID: EDF-3124-0014Revision ID: 1Effective Date: July 30, 2015Engineering Design FileEmission Modeling for Construction Activities Using AERSCREENPortage Project No.: 3124Project Title: NWMI EnvironmentalReportPortageTEM-900209/29/09Rev. 0 TEM-900209/29109Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 1 of 231. Portage Project No.:31242. Project/Task: NWIVI Environmental Report3. DCN#4. Title: Emission Modeling for Construction Activities Using AERSCREEN5. NPH PC or SDC: N/A6. SSC Safety Category: N/A7 Summary: This EDF documents the expected off-site emission concentration from the construction phase of theNorthwest Medical Isotopes, LLC (NWMI) Radioisotope Production Facility project for PM-10, PM-2.5, NOR,CO, and SOx~. The assumptions used and the results are presented in this document.8 Distribution: (Portage, Inc.)9. Review (R) and Approval,(A) Signatures: :; ... '.. '(Identify minimum reviews and approvals. Additional reviews/approvals may be added.): = "; ' I. Printed Name! ...* R/ Organizationi :"". .*':Signature ' DateAuthor/Design Agent A Gary McManus I 7/30/15,Independent Review R Dave Thorne _f .,7/30/15Independent Review RProject Manager R/A John Belier !fS.- ..7/30/15Registered Professional Engineer's Stamp (if required) E]N/A TEM-900209/29109Rev. 0'ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 2 of 23IntroductionAs described in EDF-3 124-0004, Calculation for the Determination of Fugitive Dust DuringConstruction Activities, EDiF-3 124-0006, Determination of Wind-Blown Dust DuringConstruction Activities, and EDF-3 124-0009, Off-Road Emissions During Construction, therewill be numerous emissions sources during the construction phase of the Northwest MedicalIsotopes, LLC (NWML) Radioisotope Production Facility. The three sources considered for thiscalculation include fugitive dust, windblown dust, and emissions for off-road constructionequipment. The totals from all three of these activities are summarized in Table 1.Table 1. Anticipated Gaseous Effluents andTheir Associated Air Quality Parameters for ConstructionPM-2.5 iW, C, OR -304 ' 674CO OR i ...91.5 .... i .. ..202 .. .,i ..* ..;-,-, ' , ..O R, " ,- i " 107 7,; -, ,23.6 , ,.,a W -Wind-blown dust (EDF-3 124-0006), C -Construction activities (EDF-3124-0004), OR -Off-road constructionequipment emissions (EDF-3 124-0009).CO = carbon monoxide. PM-10 =particulate matter 10 jim or less diameter.NOx = nitrogen oxides. SOx = sulfur dioxide.PM-2.5 = particulate matter 2.5 jtm or less diameter.Assumptions (AERSCREEN)The input assumptions used for the AERSCREEN model are summarized in Table 2 and Table 3.Table 2. AERSCREEN InputStack ParametersISource rate Area emission rate 18.8Area source long sideiArea source short side ;:Initial vertical dimension!Rural or urbain. Flagpole receptor heightiInitial probe distance !: ii5E-06 g/s-m2' 7.02E-05 lb/hr-rn2189.89 623.000.00m OO000ft2 m 6.56 ft5,0 m1,44fSTable 3. MAKEMET Meteorologyi ParametersiMinimum wind speed 0 05 in/sheight :.' ' :::10,m , ..:!Surface characteristics -User defined!Bowen ratio 1.50The closest residential receptor was assumed to be a single family home located approximately430 meters (in) south-southeast from the facility location. Using these assumptions, theAERSCREEN model was run and the results were obtained. A complete listing of the model isincluded in Attachment 1.

TEM-9002 ENGINEERING DESIGN FILE EDF-3124-001409/29/09 Rev. 1Rev. 0 Page 3 of 23Results (AERSCREEN)The final run results for the maximum concentration downwind of the facility are summarized inTable 4.Table 4. AERSCREEN Results112 ma 1,103 1,103 1,103 1,103 N/A.......30 .... mb" ... ,- : " ....., 391..... .... 391 '.. "...... ,'.... 391' "7 ..... ..; ,"-- 391 ,...... .N/Am6 , ,< 9 .. 3 1 , ,! ; 3 1 .: ..9I... : /a Distance from the source to the location of the maximum concentration is 112 m.b Distance from the source to the nearest receptor.N/A = not applicable.Using the AERSCREEN results from Table 4, the concentrations at 112 and 430 m for each ofthe effluents in Table 1 were calculated as follows.The calculations were conducted using the attached Excel spreadsheet (Attachment 2). Thefollowing example for PM-10 shows the approach.Total release is 1,463 kilograms (kg) (3,226 pounds [lb]) over 17 months (Table 1).Average 1 -hr PM- 10 release is:3,226 lb/17 months x 1 monthl30 days x 1 day/24 hr2.64E-01 lb/hours (hr) average over 17 monthsFrom AERSCREEN, the maximum concentration is at 112 m and is 1,103 micrograms(pgg)/cubic meter (m3)/(1 .00 lb/hr release).* PM-10 = 2.64E-01 lb/hr average over 3 years x 1,103 igg/m3/(1.00 lb/hr release)* PM-10 =291pgg/m3Similarly, from AERSCREEN, the concentration at 430 m (closest receptor) is 391 pgg/m3/(1.00 lb/hr release) (Attachment 2).PM-10 103 jgg/m3Similar calculations were completed for each of the other constituents in Table 1. The results areshown in Table 5.

TEM-900209/29109Rev. 0TbeNGINEERIsinG MdeSiGng FIesutEDF-3124--0014Rev. 1Page 4 of 23Table 5. Emission Modeling ResultsS -~ 0 .~ 0 -'S

  • 0 -.0 -~ I0 0 0PM-10NOx2.64E-011. 16E-0 11 .93E-0229112821103i~221!4516.4!17.5CONOxPM-2.5= carbon monoxide.= mitrogen oxides.= particulate matter 2.5 ptm or less diameter.PM-10 particulate matter 10 p.m or less diameter.SOX = sulfur dioxide.The values in Table 5 were then compared to the National Ambient Air Quality Standards(NAAQS) in Table 6.Table 6. Release Concentration Comparison to National Ambient Air Quality StandardsPM-10NO.SOx29112821103457.50.150.040.1035.00.0751.88E+o21.97E+02194%68%10.7%69%24%3.8 1%a Maximutm concentration from AERSCREEN was at 112 m.b Shaded cells represent actual NAAQS units without conversion.CO =carbon monoxide. PM-2.5NAAQS =National Ambient Air Quality Standards. PM-10NOx nitrogen oxides. SCIx= particulate matter 2.5 jim or less diameter.= particulate matter 10 pxm or less diameter.= sulfur dioxide.Based on Table 6, the modeled release concentrations are below the applicable NAAQSstandards except for PM-10 and PM-2.5. The PM-10 and PM-2.5 releases are assumed to not bemitigated for this analysis. However, the PM-10 and PM-2.5 would be mitigated to ensure thatthe air concentrations are less than the NAAQ standards by use of water application duringexcavation operations and limiting excavation during periods of high winds. Therefore, noadditional modeling is required at this time.

TEM-9002 ENGINEE09/29/09Rev. 0A similar evaluation of the model emissionconcentrations was performed to determineif the emissions exceed the regionalambient concentrations of the listedpollutants. Regional values of the fiveregulated pollutants for Missouri wereobtained from the Missouri Division ofEnvironmental Quality website fordifferent monitoring stations in the statethe closest to the RPF site (MDNR, 2015).Table 7 summarizes the data inAttachment 3 used to determine theaverage values.N1G DESIGN FILE EDF-3124-0014Rev. 1Page 5 of 23Table 7. Ambient Air of Rural/Urban Missouri-' 6~

  • S -S. SPM-10SO217.220.86.97CONOxPM-2.5PM-10SO,'=carbon monoxide.= nitrogen oxides.= particulate matter 2.5 jIm or less diameter.=particulate matter 10 jim or less diameter.= sulfur dioxide,Table 8 presents the results of the comparison of the air concentrations at the closest receptor(430 m) to the ambient air concentrations.Table 8. Comparison of Modeled Concentrations to Average Ambient LevelsAround the State of MissouriPM-10NOx'SOx103457.517.220.87.0Yes8Yes6Noo PM values do not include control measuresCONO,'PM-2. 5=carbon monoxide.= nitrogen oxides.=particulate matter 2.5 jim or less diameter.PM-10 particulate matter 101im or less diameter.SOx' = sulfur dioxide.From Table 8, control measures for particulate matter should be considered during construction.In addition, engine emission controls for the construction equipment should be evaluated for theindividual units. The emissions factors used were based on average equipment and associatedhorsepower. Emissions information based on the specific manufacturer's data should result inactual emissions being lower.ReferencesEDF-3 124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities,Rev. 1, Portage, Inc., Idaho Falls, Idaho, February 3, 2015.EDF-3 124-0006, Determination of Wind-Blown Dust During Construction Activities, Rev. 1, Portage,Inc., Idaho Falls, Idaho, July 21, 2015.EDF-3224-0009, Off-Road Emissions During Construction, Rev. 1, Portage, Inc., Idaho Falls, Idaho,July 31, 2015.MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources,http://dnr.mo.gov/env/esp/aqm/index.html, accessed July 2015.

TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. IPage 6 of 23Attachment 1AERSCREEN FlilesAERSCREEN 11126 /AERMOD 123406/18/1413 :04:48TIThE: AREA RELEASE FOR CONSTRUCTION ACTIVITIES************AREA****- PARAMETERS *************SOURCE EMISSION RATE:0. 1260 g/sAREA EMISSION RATE: 0.885E-O:AREA HiEIGHT: 0.30 metersAREA SOURCE LONG SID)E: 189.1AREA SOURCE SHORT SIDE: 74.5INITIAL VERTICAL DIMENSION: CRURAL OR URBAN: RURAL5 gI(s-m2)0.89 meters98 meters).00 meters1.000 lb/hr0. 702E-04 lbI(hr-m2)98 feet623.00 feet246.00 feet0.00 feetFLAGPOLE RECEPTOR HEIGHT:INITIAL PROBE DISTANCE =2.00 meters5000. meters6.56 feet16404. feet************BUILDIING DOWNWASH PARAMETERS **********BUILDING DOWNWASH NOT USED FOR NON-POJINIT SOURCES************ FLOW SECTOR ANALYSIS *************************25 meter receptor spacing: 1. meters -5000. metersMAX[MUM IMPACT RECEPTORZo SURFACE 1 -HR CONC RADIAL DIST TEMPORALSECTOR ROUGHNESS (ug/m3) (deg)(in) PERIOD TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-3124--0014Rev. 1Page 7of 231" 0.500 1079.*= worst case diagonal0 125.0 ANN*****************MVAKE]V[ET METEOROLOGY *ARAETER*****************MIN/MAX TEMIPERATURE: 249.8 /310.9 (K)MINIMUM WiINID SPEED:0.5 m/sANEMOMETER HEIGHT: 10.000 metersSURFACE CHARACTERISTICS JINPUT: USER ENTEREDALBEDO: 0.60BOWEN RATIO: 1.50ROUGHNESS LENGTH: 0.500 (meters)METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAX[MUMIMPACTYR MO DY JDY HR10 01 01 1 01HO U* W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO REF WS-0.78 0.033 -9.000 0.020 -999. 14. 3.6 0.500 1.50 0.60 0.50HIT REF TA HIT10.0 249.8 2.0METEOROLOGY CONDITIONS USED TO PREDICT AMBIENT BOUNDARYIMPACTYR MO DY JDY HR TEM-900209/29/,09Rev. 0SENGINEERING DESIGN FILEEDF-3124-0014Rev. IPage 8 of 2310 0104 1 01HO U*~ W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO REF WS-0.72 0.033 -9.000 0.020 -999. 14.4.0 0.500 1.50 0.60 0.50HT REF TA HT10.0 249.8 2.0*************AERSCREEN AUTOMATED DISTANCES *********OVERALL MAXIMUM CONCENTRATIONS BY DISTANCEMAXIMUM51vDIST 1-HR CONC(in) (ug/m3)0.99 557.325.00 698.450.00 833.075.00 954.4100.00 1064.125.00 1079.150.00 983.7175.00 888.5200.00 805.4225.00 733.5250.00 670.7275.00 615.7300.00 567.5325.00 524.7350.00 487.0375.00 453.2400.00 423.2425.00 396.1450.00 371.9475.00 350.0500.00 330.2525.00 312.1550.00 295.7575.00 280.7MAXIMUJMDIST 1-HR CONC(in) (ug/m3)2525.00 42.822550.00 42.252575.00 41.692600.00 41.142625.00 40.612650.00 40.092675.00 39.582700.00 39.082725.00 38.592750.00 38.112775.00 37.652800.00 37.192825.00 36.742850.00 36.302875.00 35.872900.00 35.452925.00 35.042950.00 34.632975.00 34.243000.00 33.853025.00 33.473050.00 33.093075.00 32.733100.00 32.37 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. IPage 9 of 23600.00625.00650.00675.00700.00725.00750.00775.00800.00825.00850.00875.00900.00925.00950.00975.001000.001025.001050.001075.001100.001125.001150.001175.001200.001225.001250.001275.001300.001325.001350.001375.001400.001425.001450.001475.001500.001525.001550.001575.001600.001625.001650.001675.001700.001725.00266.8254.1242.5231.7221.5212.2203.6195.6188.0180.9174.2168.0162.2156.7151.5146.5141.9137.5133.4129.4125.6122.1118.7115.4112.3109.3106.5103.8101.298.7396.3894.0991.9089.8087.7985.8483.9682.1480.4078.7277.1075.5474.0372.5871.1869.823125.003150.003174.993199.993225.003250.003275.003300.003325.003350.003375.003400.003425.003450.003475.003500.003525.003550.003575.003600.003625.003650.003675.003700.003725.003750.003775.003800.003825.O003849.993875.003900.003925.003950.003975.004000.004025.004050.004075.004100.004125.004150.004175.004200.004225.004250.0032.0131.6731.3331.0030.6730.3530.0329.7229.4229.1228.8228.5428.2527.9727.7027.4327.1626.9026.6526.3926.1525.9025.6625.4325.1924.9624.7424.5224.3024.0823.8723.6623.4623.2623.0622.8622.6722.4822.2922.1021.9221.7421.5621.3921.2221.05 TEM-900209/29109Rev. 0,ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 10 of 231750.001775.001800.001825.001850.001875.001900.001925.001950.001975.002000.002025.002050.002075.002100.002125.002150.002175.002200.002225.002250.002275.002300.002325.002350.002375.002400.002425.002450.002475.002500.0068.5167.2566.0264.8363.6862.5761.4860.4359.4058.4157.4456.4955.5654.6753.8052.9552.1351.3351.6650.8750.1049.3648.6347.9247.2246.5545.8945.2444.6144.0043.404275.004300.004325.004350.004375.004400.004425.004450.004475.004500.004525.004550.004575.004600.004625.004650.004675.004700.004725.004750.004775.004800.004825.004850.004875.004900.004924.994950.004975.005000.0020.8820.7120.5520.3920.2320.0719.9219.7619.6119.4719.3219.1719.0318.8918.7518.6118.4818.3418.2118.0817.9517.8217.7017.5717.4517.2117.0916.9716.86 TEM-900209/29109Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 11 of 23***********AERSCREEN MAIXIMUMV IMPACT SUMvIMARY ********3-hour, 8-hour, and 24-hour scaledconcentrations are equal to the 1-hour concentration as referenced inSCREEN]NG PROCEDURES FOR ESTIMATING THlE AIR QUALITYIMP~ACT OF STATIONARY SOURCES, REVISED (Section 4.5.4)Report number EPA-454/R-92-019http://www.epa.gov/scram00 1/guidance~permit.htmunder Screening GuidanceMAXIMUrM1 -HOURSC!3-HOIALED SCALED SCALEDJ-R 8-HOUR 24-HOUR AINJNUALCONC CONC CONC CONC(ug/m3) (ug/m3) (ug/m3) (ug/m3)CALCULATIONPROCEDURECONC(ug/m3)FLAT TERRAIN 1103. 1103. 1103. 1103. N/ADISTANCE FROM SOURCE 112.00 metersIMPACT AT THEAMBIENT BOUNDARY 557.3 557.3 557.3 557.3 N/ADISTANCE FROM SOURCE 0.9mtr0.99 meters TEM-900209/29/09Rev. 0SENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 12 of 23NWMI Process Boilers ARESCREEN Run 6-13start date and time 06/13/14 10:00:24AERSCREEN 11126NWMI Process boiler run#1NWMI Process boiler run#1DATA ENTRY VALIDATIONMETRIC ENGLISH** STACKDATA ** ----- ---Emission Rate: 0.1260 g/s 1.000 lb/hrstack Height: 18.59 meters 61.00 feetstack Diameter: 0.305 meters 12.00 inchesstack Temperature: 310.9 K 100.0 Deg FExit Velocity: 17.929 m/s 58.82 ft/sStack Flow Rate: 2772 ACFMModel Mode: RURALDist to Ambient Air: 1.0 meters 3. feet** BUILDING DATA **No Building Downwash Parameters** TERRAIN DATA NO Terrain ElevationsSource Base Elevation: 0.0 meters 0.0 feetProbe distance: 5000. meters 16404. feetFlagpole Receptor Height: 1.8 metersNo discrete receptors used6. feet** METEOROLOGY DATA **Min/Max Temperature: 255.4 / 302.6 K 0.0 / 85.0 Deg FMinimum wind speed: 0.5 in/sAnemometer Height: 10.000 metersDominant surface Profile: GrasslandDominant climate Type: Average MoistureAERSCREEN output file:NWMI Process Boilers ARESCREEN Run 6-13.out** AERSCREEN Run is Ready to Begin.No terrain used, AERMAP will, not be runchanging units flag from English to metricPage 1 TEM-900209129109Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 13 of 23NWMI Process Boilers ARESCREEN Run 6-13SURFACE CHARACTERISTICS & MAKEMETobtaining surface characteri sti Cs...using AERMET seasonal surface characteristics for Grassland with Average MoistureSeason Albedo Bo zoWinter 0.60 1.50 0.001spring 0.18 0.40 0.050summer 0.18 0.80 0.100Autumn 0.20 1.00 0.010Creating met files aerscreenOLl0.sfc & aerscreen0LO1_O.pflCreating met files aerscreenO2_.01.sfc & aerscreen_02_0.pflCreating met files aerscreenO3_l.sfc & aerscreen_03_Ol.pflCreating met files aerscreen_04_01.sfc & aerscreen_&04_O.pflPROBE started 06/13/14 10:05:11Running probe for winter sector 1AERMOD Finishes Successfully for PROBE stage 1 Winter sector 1****r**** WARNING MESSAGES ******** NONE **Running probe for spring sector 1AERMOD Finishes Successfully for PROBE stage*e******* WARNING MESSAGES ******* NONE **Running probe for summer sector 1AERMOD Finishes Successfully for PROBE stage*****~** WARNING MESSAGES ******** NONE **Running probe for Autumn sector 1AERMOO Finishes successfullyfor PROBE stage********* WARNING MESSAGES ******* NONE **1 Spring sector11 Summer sector11 Autumn sector 1PROBEREFINEAERMODended 06/13/14 10:05:17started 06/13/14 10:05:17Finishes Successfully for REFINE stage 3 spring sector1Page 2 TEM-9002 ENGINEERING DESIGN FILE EDF-3124-001 409/29/09 Rev. IRev. 0 Page 14 of 23NWMI Process Boilers ARESCREEN Run 6-13WARNING MESSAGES ** NONE **REFINE ended 06/13/14 10:05:17* e* *** * *** *** **Y*Ye* * ** * *** *** * ** e* **Y* ***e* *******AERSCREEN Finished successfullywith no errors or warningsunits switched from EngVIsh to metriccheck log file for detailsEnding date and time 06/13/14 10:05:19 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 15 of 23OUTPUT FILE:NWMI Process Boilers ARESCREEN Run 6-13AERSCREEN 11126 / AERMOD 123406/13/1410:05:17TITLE: NWMI Process boiler run#1**********~***,*******1i******* STACK PARAMETERS *******(*1*Y~*********f*(*******SOURCE EMISSION RATE:*STACK HEIGHT:STACK INNER DIAMETER:PLUME EXIT TEMPERATURE:PLUME EXIT VELOCITY:STACK AIR FLOW RATE:RURAL OR URBAN:FLAGPOLE RECEPTOR HEIGHT:INITIAL PROBE DISTANCE =0.126018.590.305310.917.9292772RURALg/smetersmetersKmn/sACFM1.00061.0012.00100.058.82lb/hrfeetinchesDeg Fft/s1.83 meters5000. meters6.00 feet16404. feet**************~ ~ BUILDING DOWNWASH PARAMETERS *************NO BUILDING DOWNWASH HAS BEEN REQUESTED FOR THIS ANALYSIS**********************e**** PROBE ANALYSIS **************25 meter receptor spacing: 1. meters -5000. metersZo ROUGHNESS 1-HR CONC DIST TEMPORALSECTOR LENGTH (ug/m3) Cm) PERIOD1"0.050 19.15- 125.0 SPR* = worst case flow sector************ MAKEMET METEOROLOGY PARAMETERS ***********MIN/MAX TEMPERATURE:MINIMUM WIND SPEED:ANEMOMETER HEIGHT:255.4 / 302.6 (K)0.5 mn/s10.000 metersSURFACE CHARACTERISTICS INPUT: AERMET SEASONAL TABLESDOMINANT SURFACE PROFILE: GrasslandDOMINANT CLIMATE TYPE: Average MoistureDOMINANT SEASON: SpringALB EDO:BOWEN RATIO:ROUGHNESS' LENGTH:0.180.400.050 (meters)Page 1 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 16 of 23NWMI Process Boilers ARESCREEN Run 6-13METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAXIMUM IMPACTYR MO DY JDY HR10 0105 5 12HO21.62HT10.00.066W*' DT/DZ ZICNV ZIMCH M-O LEN0.300 0.020 46. 39. -1.2Z0 BOWEN ALBEDO REF WS0.050 0.40 0.18 0.50REF TA HT302.6 2.0ESTIMATED FINAL PLUME HEIGHT Cnon-downwash):33.3 metersMETEOROLOGY CONDITIONS USED TO PREDICT AMBIENT BOUNDARY IMPACTYR MO DY JDY HR10 0101 5 12HO-1.63U* W* DT/DZ ZICNV ZIMCH0.0o39- 0.100 0.0o20- -19.- -18.-M-O LEN-2-_.9zo BOWEN ALBEDO REF WS0.010- 1.00 0.20 0.50HT REF TA HT10.0 255.4 2.0ESTIMATED FINAL PLUME HEIGHT (non-downwash):53.7 meters******************1******* AERSCREEN AUTOMATED DISTANCES ************OVERALL MAXIMUM CONCENTRATIONS BY DISTANCEMAXIMUMDIST 1-HR CONC(m) (ug/m3)1.00 0.4366E-0325.00 7.11950.00 9.92475.00 14.25100.00 18.40125.00 19.15150.00 18.65175.00 17.82200.00 16.90225.00 15.99250.00 15.14275.00 14.36300.00 13.65325.00 13.00MAXIMUMDIST 1-HR CONCCm) (ug/m3)2525.00 5.0972550.00 5.0612575.00 5.0242600.00 4.9892625.00 4.9532650.00 4.9192675.00 4.8842700.00 4.8502725.00 4.8172750.00 4.7842775.00 4.7522800.00 4.7202825.00 4.6882850.00 4.657Page 2 TEM-900209129/09Rev. 0ENGINEERING DESIGN FILEEDF-3124--0014Rev. 1Page 17 of 23*350.00375.00400.00425.00450.00475.00500.00525.00550.00575.00600.00625.00650.00675.00700 .00725.00750.00775.00800.00825.00850.00875.00900.00925.00950.00975.001000.001025.001050.001075.001100.O001125.O001150.O001175.001200.O001225.O001250.001275.001300.001325.001350.001375.001400.O001425.O001450.001475.001500.001525.001550.001575.001600.001625.001650.001675.001700.001725.001750.001775.001800.001825.001850.001875.001900.00NWMiI Process Boilers12.4111.8711.3810.9310. 5210.3910.2910.159.9759.7829.5759.3579.13 58.9108.6858.4618.2418.0297.9387.8427.7427.8878.0238.1328.2 188.2828.3278.3008.2588.2128.1628.1108.0557.9987.9387.8787.8167.7537.6897.6257.5607.4957.4307.3657.3007.23 57.1717.1077.0436.9806.9186.8566.7946.7346.6746.6146.5566.4986.4416.3856.3296.2746.220ARESCREEN Run2875.002900.002925.002950.002975.003000.003025.003050.003075.003100.003125.003150.003175.003200.003225 .003250.003275.003300.003325.003350.003375.003400.003425.003450.003475.003500.003525.003550.003575.003600.003625.003650.003675.003700.003725.003750.003775.003800.003825.003850.003875.003900.003925.003950.003975.004000.004025.004050.004075.004100.004125.004150.004175.004200.004225.004250.004275.004300.004325.004350.004375.004400.004425.006-134,6274.5974.5674.5374.5084.4804.4514.4234.3964.3694.34243 3154.2894.2634.2384.2124.1874.1634.1394.1154.0914.0674.0444.0213.9993.9763.9543.9333.9113.8903.8693.8483.8273.8073.7873.767.3.7473.727.3.7083.6893.6703.6513.6333,6153,5973.5793,561.3.5433.5263.5093.4923,4753.4583.4423 .4253.4093,3933.3773.3623.3463.3313.3153.300Page 3 TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-3124-0014Rev. 1Page 18 of 231925.001950.001975.002000.002025.002050.002075.002100.002125.002150.002175.002200.002225.0022 50.002275.002300.002325.002350.002375.002400.002425.002450.002475.002500.00NWMI Process Boilers6.1676.1146.0626.0115.9615.9115.8635.8155.7675.7205.6745.6295.5845.5405.4975.4545.4125.3715.3305.2905.2505.2115.1735.135ARESCREEN Run4450.004475.004500.004525.004550.004575.004600.004625.004650.004675.004700.004725.004750.004775.004800.004825.004850.004875.004900.004925.004950.004975.005000.006-133.2853.2703.2563.2413.2273.2123.1983.1843.1703.1573.1433.1293.1163.1033.0893.0763.0633.0513.0383.0253.0133.0002.988************(*** AERSCREEN MAXIMUM IMPACT SUMMARY ***********MAXIMUM SCALED SCALED SCALED SCALED1-HOUR 3-HOUR 8-HOUR 24-HOUR ANNUALCALCULATION CONC CONC CONC CONC CONCPROCEDURE (ug/m3) (ug/m3) (ug/m3) (ug/mi3) (ug/m3)FLAT TERRAIN 19.15 19.15 17.24 11.49 1.915DISTANCE FROM SOURCE123.00 metersIMPACT AT THEAMBIENT BOUNDARY 0.4366E-03 0.4366E-03 0.3929E-03 0.2619E-03 0.4366E-04DISTANCE FROM SOURCE1.0mtr1. O0 meters TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-001409/29/09 Rev. 1Rev. 0 Page 19 of 23Attachment 2Excel Spreadsheet of Emission Rate CalculationsTotal PM EmissionsSource (Hbs) Total AmountEffluent ________Winda [ onstuctin b Off-Road Construction_____________Equlpment (isPM-10 160 [ 3000 66 3226PM-2.5 24 [ 600 50 674a. FromEDF-3 124-0006b. From EDF-3124-0004c. From EDF-3 124-0009 ________[PM-10 Calculation !Total relase is 3226 lbs over 17 months!lAveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> release isf ]3322-17bs.....mo---s x ont3 days

  • 1lday/24 hoursi 2.64E-01 ___ lb/hr average over 17 months ___ ____i [1.4lb1 /hraverage over 3-years....From AESCREEN Maxmum concentration is at 112 meters and is 1103 ug/m3 / lb/hr release...The; .... ...aveag cnnetration at 112 meters is,- 2.64E-02 [2.64E-02 lb/hr
  • 1103 ug/m3 ____, 17 months , 2.91E+02 !ug/m3 __~PM-2.5 Calculation }Total relase is 674 lbs over 17 months.... ................ Aveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> release isI 64ls1 months x 1 month/S0 days_* Iday/24 hours __S...... ...... .. ... .. .. ... .551 -0 .J l/hr average over 17 months _ _ _.!...2.60E-02 Ilb/hr average over 3-yearsFrom AESCREEN Maxmum concentration is at 112 meters and is 1103 ug/m3 / lb/hr release-- The average concnetration at 112_meters is_____SPM2.5 6.07E+i01 3-- From AESCREEN Maxmum concentration is at 430 meters and is 391 ug/m3 / lb/hr release'At 430 meters ; .___+ PM- 10 = 1.0305E+02 iug/m3IPM-2.5_____ 2,1531E+Oljug/m3 -__ _i .....-- -.. .... ....---.... .. .... ....................... U .............."_ _ _._. ...... .. ... ... _ ....... ..... ........ ....... ..... ... ........ ... ...i .... .......... .... ... .

lTM-9002 ENGINEERING DESIGN FILE EDF-3124-001409/29/09 Rev. 1Rev. 0 Page 20 of 23Tablc 20Off-Road Vehiele Emissions (During 17 Months of Construction)_________________Pollutant(s)Equipment Number Hours NOx CO ____CO2 SOx(kg (Ibs)

  • kg) (Ibs) (kg) (Ibs) (Ibs)Bulldozer 1.00E+00O 1.00E÷02 1.39E+f02 3.07E+i02 1.90E+-01 4.10E+-01 1.30E+04 2.87E+04 2.30E+01 5.l0E+01Compactor 1.00E+00 1.20E+02 1.55E+-I02 3.42E+I02 2.10E+I01 4.60E+01l 1.45E+'04 3.20E+04 2.60E+~01 5.70E+I01Excavators 1.00E+00 6.00E+01 4.90E-i01 1.08E+02 8.00E+00 1.70E+f01 4.53E1+03 9.99E1+03 8.00E1+00 1.80E+01Front Loaders 1.00E+400 1.20E1+02 6.80E+f01 1.50E1+02 1.00E-t01 2.30E+01 6.25E+03 1.38E+04 1.10E1+01 2.50E-I01Grfaders 1.0OE+t00 8.00E+01 6.60E+01 1.45E-+02 1.00E+01 2.20E1+01 6.04E+03 1.33E1+04 1.10E1+01 2.40E+01Paver 1.OOE-l-00 8.00E1+01 6.40E+01 1.4211+02 1.00E+01 2.20E+i01 5.921-+03 1.30E+04 1.10E+01 2.30E1+01Asphalt Roller 1.00E+i00 8.00E1+01 1.04E+-102 2.28E+02 1.40E+01 3.10E1+01 9.6711+03 2.13E+04 1.70E+01 3.80E+01Total 6.46E+02 1.42E+03 9.10E+01 2.01E+02 6.01E+04 1.32E+05 1.07E+02 2.36E+02[N~x CalculaUon I Totalirehase is 1,4221lbs over 17 months T-i________Aveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> releas is _______2_--2 -_-5'iee l ]14221b s/17 m onth saxl1m onth/30 days
  • 1 d a y /24 hou s_._! ... ....._1-hr,98thpercntileavoa__o____e____ .1_ -0 ______ _______-______________________aged ver aerhreeover1'7 monthsa .. .years. t _____-F !__5.4911-02 Ylb/hr average over 3-years _________-U-_ _ _FmAESCREEN Maxmsnnconcentrallon is at 112 meters and is 1103 uglm3 /lblhr release I ____[From AESCREEN concentratlon Is at 430 meters, and is 391 sng/n3 / lb/hr release J____[eaverage oonenetration at 121 meters is ] _ The average conenetration at 430 meters is r i---------------6.2 1 0 p b _ _ __ _ _ .4 +0__gm__.. .. ... ...... ... ..__...... .__ , Aveag......releasci I --.----S ___x193C-02 Tbhrlvergeove 17 montha I _________ 91.91E-03 lb/hr average over 3-yar months________.0E-3 l__raveage__e 3-ea__-it ~From AESCREEN Maxmum concentration is at112 meters andlis 1103 uglm3!/lb/hr release ____ .[The average eonenetr-ation at 112 meters IThe average oonenelration at 430 metersT[ I ]~2.31-1i --gm3 .....F......i........ 7.54E+00 lu/m3 j~.~___K_____ 1.121o-3 ----iF-- _ L_ -i -- e_____

TEM-9002 ENGINEERING DESIGN FILE EDF-31 24--001409/29/09 Rev. 1Rev. 0 Page 21 of 23ICO Calculation Total relase is 201 lbs over 17 months ________________ Aveage 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> release is -I __________ 201 lbs/17 months x 1 month/30_days

  • day/24 hours _____Il.1 7.75E-03 7ijlbhr average over 3-ye ars _________;- -..f. ... .....r average ..ver 1........s.... f .. .. ---.- ---iiFrom AESCREEN Maxmmnmconcentratlon is at 112 meters and is 1103 ug/nm3 /Ilblhr release_ _ i "-.......... EE.N_ *once ntraten. Isa 4430 un.e ters_.and is 391 .g/m3/lb/h rleas ......I..............S The average conenetration at 112 meters is The average oonenetration at 430 meters is1 ..... ...J64E-02 lb/h-r*l113 ugm3-t { [ 16.42E-+00 iug/m3 S1.58E-02 !ppm i 56E0 pm .-- .... ..i -iI I ' -_____ -___ _____________ _______ _________________ I _____ 1I- I]For Concentrations at 430 meters multiply 112 concentration times 391/1103NOx 2.42E+01 ppbCO 5.61E-03 ppmSOx '2. 88E=03 ppmAegeconcentration at 112 metersNx6.82E+01 ppbCO1.58E-02 ppmSx8.12E-03 ppmr O1p=18~gm TEM-900209/29/09Rev. 0:'ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 22 of 23Attachment 3Average Ambient Pollutant Concentrations for MissouriTable A3-1. Levels of Carbon Monoxide in Springfield Missouri1993199519971999>).]: );f 20012003200520072009Second Quarter 2013--Average {((g/m3)-i 5.459~4.1, 2.84i 2.6' 1.5.1.114957-'-', 645441.92.32.32.35.73E+006.56E+03Source: MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http://dur.mo.govfenv/esp/aqm-index.htm1, accessed July 2015.Table A3-2. Nitrogen Dioxide -Hillcrest Hligh School Springfield199319951996, " -i'. 998:,',.199920010.0110.0130.0120.0110.013200220042006~20087!Through Third QuarterAveraze (u2/m3)0.01070.0120.01040.00890.00791.1OE-02!2.08E+012). 'A"? 5"::' !, 'YSource: MDNR 2014, "Air Quality Monitoring," Missouri Departmnent of Natural Resources, http://dnr.mo.gov/env/esp/aqrm/index.html, accessed July 2015.

TEM-900209/29/09Rev. 0ENGINEERING DESIGN FILEEDF-31 24-0014Rev. 1Page 23 of 23Table A3-3. Inhalable PM10 -Missouri State University Springfield19931995199719992001S 1817S 15:7 18: 20£{l +::" 1 d + :i 38, 445145572003S 2005200720092011Average (utg/m3")1719.317.91416.517.16S 4045 ,3843.2Source: MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http:lldnr.mo.gov/env/esplaqmn/mndex html, accessed July 2015.Table A3-4. Inhalable PM-2.5 -Missouri State University Springfield1999200120032005, 12.24<12*2' 12.2, 11.7: 13.01200620082010201210.82~10.7~9.89i 10.09Source: MDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http://dnr.mo.gov/ envlesplaqm/mndcxhtml, accessed July 2015.Table A3-$. Sulfur Dioxide -Missouri State University SpringfieldI1994219951"! :{: "59.96: ,{19971998>)i~19992001; 0.0053 -* 0.0022 ~ 2 0.002~0.002, a...0.0042002200420062008,Average (ppm)0.003" ! : :,:'¢ 0.002 .>:0.0014-, .,0.0017, 7 ,:; ,0.00190.0022, 2.66E-03Source: MvDNR 2014, "Air Quality Monitoring," Missouri Department of Natural Resources, http://dnr.mo.gov/env/esp/aqmlindex.html, accessed July 2015.

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