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| issue date = 02/03/2015
| issue date = 02/03/2015
| title = Northwest Medical Isotopes, LLC - NWMI-2016-RAI-001, Revision 0, Appendix B, EDF-3124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities from Construction Equipment
| title = Northwest Medical Isotopes, LLC - NWMI-2016-RAI-001, Revision 0, Appendix B, EDF-3124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities from Construction Equipment
| author name = McManus G
| author name = Mcmanus G
| author affiliation = Northwest Medical Isotopes, LLC, Portage, Inc
| author affiliation = Northwest Medical Isotopes, LLC, Portage, Inc
| addressee name =  
| addressee name =  
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=Text=
=Text=
{{#Wiki_filter:NWMI-201 6-RAI-001 Rev. 0 Appendix B -EDF-3124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities from Construction Equipment B-i Document ID: EDF-3124-0004 Revision ID: 1 Effective Date: February 3, 2015 Engineering Design File Calculation for the Determination of Fugitive Dust during Construction Activities From Construction Equipment Portage Project No.: 3124 Title: NWMI Environmental Report Project 4Portage TEM-9002 09/29/09 Rev. 0 TEM-9(X02 09I29/09 Rev. 0 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Page 1 of 5 2. ProjectfTask:
{{#Wiki_filter:NWMI-201 6-RAI-001 No*WMI*ac. s~,*                                                                        Rev. 0 Appendix B -
NWMI Environmental Report 1. Portage Project No.: 3124 3. DCN #4. Title: Calculation for the Determination of Fugitive Dust during Constnuction Activities
EDF-3124-0004, Calculationfor the Determination of FugitiveDust DuringConstructionActivities from ConstructionEquipment B-i
: 5. NPH PCor SDC:N/A *1 6. SSC Safety Category:
 
N/A 7 Summary: To determine particulate emissions during construction, the types and number of equipment, time operated, and material moved was estimated.
Document ID: EDF-3124-0004 Revision ID: 1 Effective Date: February 3, 2015 Engineering Design File Calculation for the Determination of Fugitive Dust during Construction Activities From Construction Equipment Portage Project No.: 3124
Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors, the amount of PM-10 and PM-2.5 was estimated for the project. The results are presented in this document.8 Distribution: (Portage, Inc.)9. Review (R) and Approval (A) Signaures aPrinte Naniel: Author/Design Agent A Gary MeManus 2/3/15,__Independent Review R Project Manager R/A John Belier /////2/3/15 Registered Professional Engineer's Stamp (if required) N/A TEM-9002 ENGINEERING DESIGN FILE EDF-3124-0004 09/29109 Rev. 1 Rev. 0 Page 2 of 5 Introduction and Purpose To determine particulate emissions during construction of the Northwest Medical Isotopes, LLC (NWMI)Radioisotope Production Facility, the types and number of equipment, time operated, and material moved was estimated.
 
Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors, the amount of PM-i10 and PM-2.5 was estimated for the RPF project. The results are presented in this document.Methodology Earthmoving activities involve operation of heavy construction equipment on exposed soil. The methods for calculating fugitive dust emissions for earthmoving activities are outlined in AP-42, Section 13.2.5 (updated 2006). Emissions were calculated based on the following equation.E = Ax EF x (1-ER/100) where: E = Emissions (pound [lb])A = Activity (lb, tons, vehicle, miles traveled)EF = Emission factor (lb/hour [hr], tons, vehicle miles traveled)ER = Overall emission reduction efficiency, percentage (0 unless control factors are used)Assumptions Table I provides assumptions used in the fugitive dust calculations.
==Title:==
The assumptions include the type of activities performed, the number of units performing the activities, the number of hours of the activities, and the amount of material moved.Table 1. Construct Activities for Fugitive Dust Calculations Bulldozing 1 100 N/IA' N/IA'Laigerhalesfoexaaos1 120: 1 o, 8...Loading earth haulers from front loaders 1 60 10,886 b 12,000 b Compacting 1 80 N/A' N/A'Moto grading 1 80N/Ac /A a Fugitive dust calculations are based on hours of operation.
NWMI Environmental               Report Project 4Portage                               TEM-9002 09/29/09 Rev. 0
b Tonnage based on excavation of 9,000 cubic yards (yd 3) (EDF-3124-000l, Estimate of Excavation for the NWMI Radioisotope Production Facility) and a swell factor of 25 percent and density of 1.27 grams (g)/cubic centimeter (cm 3).SFugitive dust calculation based on vehicle miles traveled.N/A = not applicable.
 
TEM-9(X02 09I29/09                                 ENGINEERING DESIGN FILE                             EDF-31 24-0004 Rev. 1 Rev. 0                                                                                        Page 1 of 5
: 2. ProjectfTask:     NWMI Environmental Report
: 1. Portage Project No.:     3124
: 3. DCN #
4.
 
==Title:==
Calculation for the Determination of Fugitive Dust during Constnuction Activities
: 5. NPH PCor SDC:N/A                                                                                             *1
: 6. SSC Safety Category: N/A 7 Summary: To determine particulate emissions during construction, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air PollutantEmission Factors, the amount of PM-10 and PM-2.5 was estimated for the project. The results are presented in this document.
8 Distribution: (Portage, Inc.)
: 9. Review (R) and Approval (A) Signaures aPrinte           Naniel:
Author/Design Agent             A   Gary MeManus                                                       2/3/15,__
Independent Review             R Project Manager               R/A John Belier                         /////2/3/15 Registered Professional Engineer's Stamp (if required)                     *[]                N/A
 
TEM-9002 09/29109                                      ENGINEERING DESIGN FILE                                   EDF-3124-0004 Rev. 1 Rev. 0                                                                                                 Page 2 of 5 Introduction and Purpose To determine particulate emissions during construction of the Northwest Medical Isotopes, LLC (NWMI)
Radioisotope Production Facility, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors,the amount of PM-i10 and PM-2.5 was estimated for the RPF project. The results are presented in this document.
Methodology Earthmoving activities involve operation of heavy construction equipment on exposed soil. The methods for calculating fugitive dust emissions for earthmoving activities are outlined in AP-42, Section 13.2.5 (updated 2006). Emissions were calculated based on the following equation.
E = Ax EF x (1-ER/100) where:
E         =     Emissions (pound [lb])
A         =   Activity (lb, tons, vehicle, miles traveled)
EF       =     Emission factor (lb/hour [hr], tons, vehicle miles traveled)
ER       =     Overall emission reduction efficiency, percentage (0 unless control factors are used)
Assumptions Table I provides assumptions used in the fugitive dust calculations. The assumptions include the type of activities performed, the number of units performing the activities, the number of hours of the activities, and the amount of material moved.
Table 1. Construct Activities for Fugitive Dust Calculations Bulldozing                                                     1             100               N/IA'             N/IA' Laigerhalesfoexaaos1                                                         120:           1o, 8...
Loading earth haulers from front loaders                       1             60             10,886 b           12,000 b Compacting                                                     1             80               N/A'               N/A' Moto grading                                                   1             80N/Ac                                 /A a Fugitive dust calculations are based on hours of operation.
b Tonnage based on excavation of 9,000 cubic yards (yd3 ) (EDF-3124-000l, Estimate of Excavationfor the NWMI Radioisotope ProductionFacility) and a swell factor of 25 percent and density of 1.27 grams (g)/cubic centimeter (cm 3 ).
SFugitive dust calculation based on vehicle miles traveled.
N/A         =   not applicable.
Other assumptions include the following.
Other assumptions include the following.
* Silt content: 25 percent* Scaling factor (k) for particle size from AP-42* Mean wind speed (miles [mi]/hour  
* Silt content: 25 percent
[hr]): 8.86 mi/hr* Material moisture content: 20 percent* Mean vehicle speed: 2.5 mi/hr Vehicle miles traveled is assumed to be = 2.5 mi/hr x 80 hr =200 miles TEM-9002 09/29/09 Rev. 0 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Page 3 of 5 Emission factors: Emission factors equations were obtained from AP-42, Section 13.2.5 and Section 11.9 (updated 1998). The specific equation used is noted for each operation as a footnote.
* Scaling factor (k) for particle size from AP-42
The equations used for each activity are shown in Table 2. The emission fa~ctor is obtained by multiplying the results of the emission factor equation by the appropriate scaling factor.Table 2. Emission Factors Equations-.9 9 ---S. -9. -.* -S ~* S -S 0.- * -- S Bulldozing 8 c2ompacting 8: Motor grading8 excavatorsb' Loading earth haulers from front loadersb Ulanglf tralfrom 0i.3 (Mj)1.4 0.040 (s)2 5 0.051 (s)2°k(0.0032).*(U/5)l.
* Mean wind speed (miles [mi]/hour [hr]): 8.86 mi/hr
3/(M/2)1.4 (0 0032Y'(U/5) 10.75
* Material moisture content: 20 percent
* EF<_IS 0.75 EF 5 , 0.6
* Mean vehicle speed: 2.5 mi/hr Vehicle miles traveled is assumed to be           = 2.5 mi/hr x 80 hr =200 miles
* E<0.35 0.105* EFTsp 0.031
 
* EFTn, 0.053 Ib/lir lb/VMT lb/ton i!03!5,:0.053 lb/ton i i r .....i I'i *n ............
TEM-9002                                             ENGINEERING DESIGN FILE                                                 EDF-31 24-0004 09/29/09                                                                                                                    Rev. 1 Rev. 0                                                                                                                      Page 3 of 5 Emission factors: Emission factors equations were obtained from AP-42, Section 13.2.5 and Section 11.9 (updated 1998). The specific equation used is noted for each operation as a footnote. The equations used for each activity are shown in Table 2. The emission fa~ctor is obtained by multiplying the results of the emission factor equation by the appropriate scaling factor.
EF k M s a AP-42, Section 11.9, Table 11.9-I for bulldozing overburd~en.
Table 2. Emission Factors Equations
b AP-42, Section 13.2.4.3, Equation #1.cAP-42, Section 11.9, Table 11.9-1 for grading.= emission factor. S =mean vehicle speed (mi/br).= scaling factor for particle size. TSP = total suspended particulate.
                                                              -   . 9   9       -   -   -   S.     -             9.     -.
=material moisture content (%) U = mean wind spe (mi/br).= silt content (%). VMT =vehicle miles traveled.Using the above equations, the following releases for each operation were calculated and are shown in Table 3 through Table 8.Table 3. Bulldozing (100 hours)EF_<i0um = 1.0 (0.25)' 5 (0.75)(0.20)'4 8.92E-_ l/h Total =EF<zi0um
                                                      *   -   S   ~*       S                             - S Bulldozing8 0.-         *               --                                               0.75
* 100 hr EFTotemission factor.9.19E-01 lb/hr 9.19E+01 lb EF = emission factor.
* EF<_IS S
TEM-9002 09129109 Rev. 0 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Page 4 of 5 Table 4. Compacting (80 hours)EF_<ioum = 1.0 (0.25)l's (0.75)(0.20)' " 9.19E-01 lb/hr: Tolal 1b05~ = EFi7~ *80'/1V~ hr ff.35E+0l lb EF = emission factor.Table 5. Motor Grading (80 hours at 2.5 miles/hour)
0.105* EFTsp        Ib/lir 0i.3                (Mj)1.4 0.75 EF 5, c2ompacting 8 &#xb8;-*                  :
I~b i EF<ioum = 0.0 15(0.25)2(0.6)
Motor grading8                                0.040 (s) 2 5           0.051 (s)2&deg;           0.6
Total Ib_<1 o 0= EF<1oum(2.5)(80) 1E.01 lb/V-MT:3.8E a ~1031(0~,O5lXO,259~(0.031)
* E<                0.031
Total lb<z~u EF~2 s(2~5)(80) 1 .23E-02 2.45E+00 Ib/VMT lb EF = emission factor. VMT = vehicle miles traveled.Table 6. Loading of Earth Haulers from Excavators (12,000 tons)F_1m= 0.35"(0.0032)*(U/5)I 3 s lb/ton (M/2)' 4 5.2-2l/ton Total lb<l~n = *I EF = emission factor.8.96E-03 lb/ton Total ...... E~25~m 1 .08E+02 lb EF emission factor.
* EFTn,      lb/VMT excavatorsb'                                                                                                            0.053 3          4 Loading earth haulers from                    k(0.0032).*(U/5)l. /(M/2)1.                           0.35                                lb/ton front loadersb Ulanglf                tralfrom                  (0 0032Y'(U/5) 1*(/2'                                                                  lb/ton i!03!5,             :0.053 i i r .....                       i I'i                                    *n  ............
TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-0004 09I/29/9 Rev. 1 Rev. 0 Page 5 of 5 Table 7. Loading of Earth Haulers from Front Loaders (12,000tons)
ab AP-42, AP-42, Section Section 11.9,   Table 13.2.4.3,    11.9-I for Equation  #1. bulldozing overburd~en.
EF<O=m- 0.35"(0.0032)*(O15)1I I b/ton (M/2)1 4~5.92E,02 lb/ton Total lb.1= EF_<iopx *12,000 I II I= 0.53 '0. O 2)(I3). l ..... ...8.96E-03 lb/ton Total EF~2.=
cAP-42, Section 11.9, Table 11.9-1 for grading.
* 12,0000 1.08E+02 lb EF =emission factor.Table 8. Unloading of Fill Material from Earth Haulers (24,00 tons) (2 pages)0.35"(0.0032)*(U/5)l 3 lb/ton (M/2)'.4 Total = EF_<io
EF
* 24,000 8.96E-03 lb/ton 2.15E+02 lb EF = emission factor.The total particulate emissions are listed in Table 9.Table 9. Total Particulate Releases from Construction Activities Bulldozing 8.9E+01 9.2E+01ea...h haulers 11m exca-vators  
              =     emission factor.                                           S           =mean vehicle speed (mi/br).
: 7. lE+02 l.IE-+02 Loading of earth haulers from front loaders 7.1lE+02 1.1lE+02 Unladn of fill material 11m eat haulers 1.4E+03 2.E0 Compacting 7.1E+01 7.4E-t01 otrgaig3E+l2.5E+00)
k            =     scaling factor for particle size.                           TSP         =     total suspended particulate.
Total release (Ib) 3.0E+03 6.0E+02 a Final numbers have been adjusted to significant figures.References EDF-3 124-0001l, Estimate of Excavation for the NWMIlRadioisotope Production Facility, Rev. 3, Portage, Inc., Idaho Falls, Idaho, February 2, 2015.EPA AP-42, Compilation of Air Pollutant Emission Factors, Volume 1, Stationary Point and Area Sources, Fifth Edition, U.S. Environmental Protection Agency, Washington, D.C., January 1995.
M              =material moisture content (%)                                 U           =     mean wind spe (mi/br).
NWMI-201 6-RAI-001 Rev. 0 Appendix B -EDF-3124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities from Construction Equipment B-i Document ID: EDF-3124-0004 Revision ID: 1 Effective Date: February 3, 2015 Engineering Design File Calculation for the Determination of Fugitive Dust during Construction Activities From Construction Equipment Portage Project No.: 3124 Title: NWMI Environmental Report Project 4Portage TEM-9002 09/29/09 Rev. 0 TEM-9(X02 09I29/09 Rev. 0 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Page 1 of 5 2. ProjectfTask:
s            = silt content (%).                                               VMT         =vehicle miles traveled.
NWMI Environmental Report 1. Portage Project No.: 3124 3. DCN #4. Title: Calculation for the Determination of Fugitive Dust during Constnuction Activities
Using the above equations, the following releases for each operation were calculated and are shown in Table 3 through Table 8.
: 5. NPH PCor SDC:N/A *1 6. SSC Safety Category:
Table 3. Bulldozing (100 hours)
N/A 7 Summary: To determine particulate emissions during construction, the types and number of equipment, time operated, and material moved was estimated.
EF_<i0um = 1.0 (0.25)' 5 (0.75)
Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors, the amount of PM-10 and PM-2.5 was estimated for the project. The results are presented in this document.8 Distribution: (Portage, Inc.)9. Review (R) and Approval (A) Signaures aPrinte Naniel: Author/Design Agent A Gary MeManus 2/3/15,__Independent Review R Project Manager R/A John Belier /////2/3/15 Registered Professional Engineer's Stamp (if required) N/A TEM-9002 ENGINEERING DESIGN FILE EDF-3124-0004 09/29109 Rev. 1 Rev. 0 Page 2 of 5 Introduction and Purpose To determine particulate emissions during construction of the Northwest Medical Isotopes, LLC (NWMI)Radioisotope Production Facility, the types and number of equipment, time operated, and material moved was estimated.
(0.20)'4 8.92E-_     l/h Total lb_<i0* =EF<zi0um
Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors, the amount of PM-i10 and PM-2.5 was estimated for the RPF project. The results are presented in this document.Methodology Earthmoving activities involve operation of heavy construction equipment on exposed soil. The methods for calculating fugitive dust emissions for earthmoving activities are outlined in AP-42, Section 13.2.5 (updated 2006). Emissions were calculated based on the following equation.E = Ax EF x (1-ER/100) where: E = Emissions (pound [lb])A = Activity (lb, tons, vehicle, miles traveled)EF = Emission factor (lb/hour [hr], tons, vehicle miles traveled)ER = Overall emission reduction efficiency, percentage (0 unless control factors are used)Assumptions Table I provides assumptions used in the fugitive dust calculations.
* 100 hr 9.19E-01 lb/hr EFTotemission factor.                                                    9.19E+01 lb EF           =     emission factor.
The assumptions include the type of activities performed, the number of units performing the activities, the number of hours of the activities, and the amount of material moved.Table 1. Construct Activities for Fugitive Dust Calculations Bulldozing 1 100 N/IA' N/IA'Laigerhalesfoexaaos1 120: 1 o, 8...Loading earth haulers from front loaders 1 60 10,886 b 12,000 b Compacting 1 80 N/A' N/A'Moto grading 1 80N/Ac /A a Fugitive dust calculations are based on hours of operation.
 
b Tonnage based on excavation of 9,000 cubic yards (yd 3) (EDF-3124-000l, Estimate of Excavation for the NWMI Radioisotope Production Facility) and a swell factor of 25 percent and density of 1.27 grams (g)/cubic centimeter (cm 3).SFugitive dust calculation based on vehicle miles traveled.N/A = not applicable.
TEM-9002                                 ENGINEERING DESIGN FILE                                 EDF-31 24-0004 09129109                                                                                        Rev. 1 Rev. 0 Page 4 of 5 Table 4. Compacting (80 hours)
EF_<ioum = 1.0 (0.25)l's (0.75)
(0.20)' "
9.19E-01 lb/hr
:     factor.
Tolal   *      *Tota 1b05~= EFi7~ *80'/1V~   hr *..
ff.35E+0l lb EF       = emission factor.
Table 5. Motor Grading (80 hours at 2.5 miles/hour)
I~b   i EF<ioum =   0.0 15(0.25)2(0.6) 1E.01 lb/V-MT Total Ib_<1o0    = EF<1oum(2.5)(80) emission                                                                  :3.8E a ~1031(0~,O5lXO,259~(0.031) 1.23E-02 Ib/VMT Total lb<z~u         EF~2 s(2~5)(80) 2.45E+00 lb
          =
EF       = emission factor.                                 VMT   = vehicle miles traveled.
Table 6. Loading of Earth Haulers from Excavators (12,000 tons)
F_1m= 0.35"(0.0032)*(U/5)I3s                                    lb/ton (M/2)' 4 5.2-2l/ton Total lb<l~n     = EF<ic*w.
* I 8.96E-03 lb/ton Total             E~25~m                          ......
1.08E+02 lb EF EF        emission factor.
 
TEM-9002 09I/29/9                                    ENGINEERING DESIGN FILE                     EDF-31 Rev. 1 24-0004 Rev. 0                                                                                  Page 5 of 5 Table 7. Loading of Earth Haulers from Front Loaders (12,000tons)
EF<O=m- 0.35"(0.0032)*(O15)1I                       Ib/ton (M/2) 14
                        ~5.92E,02                                                       lb/ton Total lb.1 co*  = EF_<iopx *12,000 I II                             I= '0. O2)(I3).l 0.53                                    .       .   . .. ...
8.96E-03 lb/ton Total lb*:sm      EF~2 .= *12,0000 1.08E+02 lb EF         =emission     factor.
Table 8. Unloading of Fill Material from Earth Haulers (24,00 tons) (2 pages)
EF1*= 0.35"(0.0032)*(U/5)l 3                         lb/ton (M/2)'.4 Total lb_<io*  = EF_<io
* 24,000 8.96E-03 lb/ton 2.15E+02 lb EF         =   emission factor.
The total particulate emissions are listed in Table 9.
Table 9. Total Particulate Releases from Construction Activities Bulldozing                                                           8.9E+01           9.2E+01 Lodigof* ea...h haulers 11m exca-vators                               7. lE+02         l.IE-+02 Loading of earth haulers from front loaders                           7.1lE+02         1.1lE+02 Unladn of fill material 11m eat haulers                               1.4E+03           2.E0 Compacting                                                           7.1E+01           7.4E-t01 otrgaig3E+l2.5E+00)
Total release (Ib)                                                   3.0E+03           6.0E+02 a Final numbers have been adjusted to significant figures.
References EDF-3 124-0001l, Estimate of Excavationfor the NWMIlRadioisotope ProductionFacility, Rev. 3, Portage, Inc., Idaho Falls, Idaho, February 2, 2015.
EPA AP-42, Compilation of Air Pollutant Emission Factors, Volume 1, StationaryPoint andArea Sources, Fifth Edition, U.S. Environmental Protection Agency, Washington, D.C., January 1995.
 
NWMI-201 6-RAI-001 No*WMI*ac. s~,*                                                                        Rev. 0 Appendix B -
EDF-3124-0004, Calculationfor the Determination of FugitiveDust DuringConstructionActivities from ConstructionEquipment B-i
 
Document ID: EDF-3124-0004 Revision ID: 1 Effective Date: February 3, 2015 Engineering Design File Calculation for the Determination of Fugitive Dust during Construction Activities From Construction Equipment Portage Project No.: 3124
 
==Title:==
NWMI Environmental               Report Project 4Portage                               TEM-9002 09/29/09 Rev. 0
 
TEM-9(X02 09I29/09                                 ENGINEERING DESIGN FILE                             EDF-31 24-0004 Rev. 1 Rev. 0                                                                                        Page 1 of 5
: 2. ProjectfTask:     NWMI Environmental Report
: 1. Portage Project No.:     3124
: 3. DCN #
4.
 
==Title:==
Calculation for the Determination of Fugitive Dust during Constnuction Activities
: 5. NPH PCor SDC:N/A                                                                                             *1
: 6. SSC Safety Category: N/A 7 Summary: To determine particulate emissions during construction, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air PollutantEmission Factors, the amount of PM-10 and PM-2.5 was estimated for the project. The results are presented in this document.
8 Distribution: (Portage, Inc.)
: 9. Review (R) and Approval (A) Signaures aPrinte           Naniel:
Author/Design Agent             A   Gary MeManus                                                       2/3/15,__
Independent Review             R Project Manager               R/A John Belier                         /////2/3/15 Registered Professional Engineer's Stamp (if required)                     *[]                N/A
 
TEM-9002 09/29109                                      ENGINEERING DESIGN FILE                                   EDF-3124-0004 Rev. 1 Rev. 0                                                                                                 Page 2 of 5 Introduction and Purpose To determine particulate emissions during construction of the Northwest Medical Isotopes, LLC (NWMI)
Radioisotope Production Facility, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors,the amount of PM-i10 and PM-2.5 was estimated for the RPF project. The results are presented in this document.
Methodology Earthmoving activities involve operation of heavy construction equipment on exposed soil. The methods for calculating fugitive dust emissions for earthmoving activities are outlined in AP-42, Section 13.2.5 (updated 2006). Emissions were calculated based on the following equation.
E = Ax EF x (1-ER/100) where:
E         =     Emissions (pound [lb])
A         =   Activity (lb, tons, vehicle, miles traveled)
EF       =     Emission factor (lb/hour [hr], tons, vehicle miles traveled)
ER       =     Overall emission reduction efficiency, percentage (0 unless control factors are used)
Assumptions Table I provides assumptions used in the fugitive dust calculations. The assumptions include the type of activities performed, the number of units performing the activities, the number of hours of the activities, and the amount of material moved.
Table 1. Construct Activities for Fugitive Dust Calculations Bulldozing                                                     1             100               N/IA'             N/IA' Laigerhalesfoexaaos1                                                         120:           1o, 8...
Loading earth haulers from front loaders                       1             60             10,886 b           12,000 b Compacting                                                     1             80               N/A'               N/A' Moto grading                                                   1             80N/Ac                                 /A a Fugitive dust calculations are based on hours of operation.
b Tonnage based on excavation of 9,000 cubic yards (yd3 ) (EDF-3124-000l, Estimate of Excavationfor the NWMI Radioisotope ProductionFacility) and a swell factor of 25 percent and density of 1.27 grams (g)/cubic centimeter (cm 3 ).
SFugitive dust calculation based on vehicle miles traveled.
N/A         =   not applicable.
Other assumptions include the following.
Other assumptions include the following.
* Silt content: 25 percent* Scaling factor (k) for particle size from AP-42* Mean wind speed (miles [mi]/hour  
* Silt content: 25 percent
[hr]): 8.86 mi/hr* Material moisture content: 20 percent* Mean vehicle speed: 2.5 mi/hr Vehicle miles traveled is assumed to be = 2.5 mi/hr x 80 hr =200 miles TEM-9002 09/29/09 Rev. 0 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Page 3 of 5 Emission factors: Emission factors equations were obtained from AP-42, Section 13.2.5 and Section 11.9 (updated 1998). The specific equation used is noted for each operation as a footnote.
* Scaling factor (k) for particle size from AP-42
The equations used for each activity are shown in Table 2. The emission fa~ctor is obtained by multiplying the results of the emission factor equation by the appropriate scaling factor.Table 2. Emission Factors Equations-.9 9 ---S. -9. -.* -S ~* S -S 0.- * -- S Bulldozing 8 c2ompacting 8: Motor grading8 excavatorsb' Loading earth haulers from front loadersb Ulanglf tralfrom 0i.3 (Mj)1.4 0.040 (s)2 5 0.051 (s)2&deg;k(0.0032).*(U/5)l.
* Mean wind speed (miles [mi]/hour [hr]): 8.86 mi/hr
3/(M/2)1.4 (0 0032Y'(U/5) 10.75
* Material moisture content: 20 percent
* EF<_IS 0.75 EF 5 , 0.6
* Mean vehicle speed: 2.5 mi/hr Vehicle miles traveled is assumed to be           = 2.5 mi/hr x 80 hr =200 miles
* E<0.35 0.105* EFTsp 0.031
 
* EFTn, 0.053 Ib/lir lb/VMT lb/ton i!03!5,:0.053 lb/ton i i r .....i I'i *n ............
TEM-9002                                             ENGINEERING DESIGN FILE                                                 EDF-31 24-0004 09/29/09                                                                                                                    Rev. 1 Rev. 0                                                                                                                      Page 3 of 5 Emission factors: Emission factors equations were obtained from AP-42, Section 13.2.5 and Section 11.9 (updated 1998). The specific equation used is noted for each operation as a footnote. The equations used for each activity are shown in Table 2. The emission fa~ctor is obtained by multiplying the results of the emission factor equation by the appropriate scaling factor.
EF k M s a AP-42, Section 11.9, Table 11.9-I for bulldozing overburd~en.
Table 2. Emission Factors Equations
b AP-42, Section 13.2.4.3, Equation #1.cAP-42, Section 11.9, Table 11.9-1 for grading.= emission factor. S =mean vehicle speed (mi/br).= scaling factor for particle size. TSP = total suspended particulate.
                                                              -   . 9   9       -   -   -   S.     -             9.     -.
=material moisture content (%) U = mean wind spe (mi/br).= silt content (%). VMT =vehicle miles traveled.Using the above equations, the following releases for each operation were calculated and are shown in Table 3 through Table 8.Table 3. Bulldozing (100 hours)EF_<i0um = 1.0 (0.25)' 5 (0.75)(0.20)'4 8.92E-_ l/h Total =EF<zi0um
                                                      *   -   S   ~*       S                             - S Bulldozing8 0.-         *               --                                               0.75
* 100 hr EFTotemission factor.9.19E-01 lb/hr 9.19E+01 lb EF = emission factor.
* EF<_IS S
TEM-9002 09129109 Rev. 0 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Page 4 of 5 Table 4. Compacting (80 hours)EF_<ioum = 1.0 (0.25)l's (0.75)(0.20)' " 9.19E-01 lb/hr: Tolal 1b05~ = EFi7~ *80'/1V~ hr ff.35E+0l lb EF = emission factor.Table 5. Motor Grading (80 hours at 2.5 miles/hour)
0.105* EFTsp        Ib/lir 0i.3                 (Mj)1.4 0.75 EF 5, c2ompacting 8 &#xb8;-*                  :
I~b i EF<ioum = 0.0 15(0.25)2(0.6)
Motor grading8                                0.040 (s) 2 5           0.051 (s)2&deg;           0.6
Total Ib_<1 o 0= EF<1oum(2.5)(80) 1E.01 lb/V-MT:3.8E a ~1031(0~,O5lXO,259~(0.031)
* E<                0.031
Total lb<z~u EF~2 s(2~5)(80) 1 .23E-02 2.45E+00 Ib/VMT lb EF = emission factor. VMT = vehicle miles traveled.Table 6. Loading of Earth Haulers from Excavators (12,000 tons)F_1m= 0.35"(0.0032)*(U/5)I 3 s lb/ton (M/2)' 4 5.2-2l/ton Total lb<l~n = *I EF = emission factor.8.96E-03 lb/ton Total ...... E~25~m 1 .08E+02 lb EF emission factor.
* EFTn,      lb/VMT excavatorsb'                                                                                                            0.053 3          4 Loading earth haulers from                    k(0.0032).*(U/5)l. /(M/2)1.                           0.35                                lb/ton front loadersb Ulanglf                tralfrom                  (0 0032Y'(U/5) 1*(/2'                                                                  lb/ton i!03!5,             :0.053 i i r .....                       i I'i                                     *n   ............
TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-0004 09I/29/9 Rev. 1 Rev. 0 Page 5 of 5 Table 7. Loading of Earth Haulers from Front Loaders (12,000tons)
ab AP-42, AP-42, Section Section 11.9,   Table 13.2.4.3,    11.9-I for Equation  #1. bulldozing overburd~en.
EF<O=m- 0.35"(0.0032)*(O15)1I I b/ton (M/2)1 4~5.92E,02 lb/ton Total lb.1= EF_<iopx *12,000 I II I= 0.53 '0. O 2)(I3). l ..... ...8.96E-03 lb/ton Total EF~2.=
cAP-42, Section 11.9, Table 11.9-1 for grading.
* 12,0000 1.08E+02 lb EF =emission factor.Table 8. Unloading of Fill Material from Earth Haulers (24,00 tons) (2 pages)0.35"(0.0032)*(U/5)l 3 lb/ton (M/2)'.4 Total = EF_<io
EF
* 24,000 8.96E-03 lb/ton 2.15E+02 lb EF = emission factor.The total particulate emissions are listed in Table 9.Table 9. Total Particulate Releases from Construction Activities Bulldozing 8.9E+01 9.2E+01ea...h haulers 11m exca-vators  
              =     emission factor.                                           S           =mean vehicle speed (mi/br).
: 7. lE+02 l.IE-+02 Loading of earth haulers from front loaders 7.1lE+02 1.1lE+02 Unladn of fill material 11m eat haulers 1.4E+03 2.E0 Compacting 7.1E+01 7.4E-t01 otrgaig3E+l2.5E+00)
k            =     scaling factor for particle size.                           TSP         =     total suspended particulate.
Total release (Ib) 3.0E+03 6.0E+02 a Final numbers have been adjusted to significant figures.References EDF-3 124-0001l, Estimate of Excavation for the NWMIlRadioisotope Production Facility, Rev. 3, Portage, Inc., Idaho Falls, Idaho, February 2, 2015.EPA AP-42, Compilation of Air Pollutant Emission Factors, Volume 1, Stationary Point and Area Sources, Fifth Edition, U.S. Environmental Protection Agency, Washington, D.C., January 1995.}}
M              =material moisture content (%)                                 U           =     mean wind spe (mi/br).
s            = silt content (%).                                               VMT         =vehicle miles traveled.
Using the above equations, the following releases for each operation were calculated and are shown in Table 3 through Table 8.
Table 3. Bulldozing (100 hours)
EF_<i0um = 1.0 (0.25)' 5 (0.75)
(0.20)'4 8.92E-_     l/h Total lb_<i0* =EF<zi0um
* 100 hr 9.19E-01 lb/hr EFTotemission factor.                                                    9.19E+01 lb EF           =     emission factor.
 
TEM-9002                                 ENGINEERING DESIGN FILE                                 EDF-31 24-0004 09129109                                                                                        Rev. 1 Rev. 0 Page 4 of 5 Table 4. Compacting (80 hours)
EF_<ioum = 1.0 (0.25)l's (0.75)
(0.20)' "
9.19E-01 lb/hr
:     factor.
Tolal   *      *Tota 1b05~= EFi7~ *80'/1V~   hr *..
ff.35E+0l lb EF       = emission factor.
Table 5. Motor Grading (80 hours at 2.5 miles/hour)
I~b   i EF<ioum =   0.0 15(0.25)2(0.6) 1E.01 lb/V-MT Total Ib_<1o0    = EF<1oum(2.5)(80) emission                                                                  :3.8E a ~1031(0~,O5lXO,259~(0.031) 1.23E-02 Ib/VMT Total lb<z~u         EF~2 s(2~5)(80) 2.45E+00 lb
          =
EF       = emission factor.                                 VMT   = vehicle miles traveled.
Table 6. Loading of Earth Haulers from Excavators (12,000 tons)
F_1m= 0.35"(0.0032)*(U/5)I3s                                    lb/ton (M/2)' 4 5.2-2l/ton Total lb<l~n     = EF<ic*w.
* I 8.96E-03 lb/ton Total             E~25~m                          ......
1.08E+02 lb EF EF        emission factor.
 
TEM-9002 09I/29/9                                    ENGINEERING DESIGN FILE                     EDF-31 Rev. 1 24-0004 Rev. 0                                                                                   Page 5 of 5 Table 7. Loading of Earth Haulers from Front Loaders (12,000tons)
EF<O=m- 0.35"(0.0032)*(O15)1I                       Ib/ton (M/2) 14
                        ~5.92E,02                                                       lb/ton Total lb.1 co*  = EF_<iopx *12,000 I II                             I= '0. O2)(I3).l 0.53                                    .       .   . .. ...
8.96E-03 lb/ton Total lb*:sm      EF~2 .= *12,0000 1.08E+02 lb EF         =emission     factor.
Table 8. Unloading of Fill Material from Earth Haulers (24,00 tons) (2 pages)
EF1*= 0.35"(0.0032)*(U/5)l 3                         lb/ton (M/2)'.4 Total lb_<io*  = EF_<io
* 24,000 8.96E-03 lb/ton 2.15E+02 lb EF         =   emission factor.
The total particulate emissions are listed in Table 9.
Table 9. Total Particulate Releases from Construction Activities Bulldozing                                                           8.9E+01           9.2E+01 Lodigof* ea...h haulers 11m exca-vators                               7. lE+02         l.IE-+02 Loading of earth haulers from front loaders                           7.1lE+02         1.1lE+02 Unladn of fill material 11m eat haulers                               1.4E+03           2.E0 Compacting                                                           7.1E+01           7.4E-t01 otrgaig3E+l2.5E+00)
Total release (Ib)                                                   3.0E+03           6.0E+02 a Final numbers have been adjusted to significant figures.
References EDF-3 124-0001l, Estimate of Excavationfor the NWMIlRadioisotope ProductionFacility, Rev. 3, Portage, Inc., Idaho Falls, Idaho, February 2, 2015.
EPA AP-42, Compilation of Air Pollutant Emission Factors, Volume 1, StationaryPoint andArea Sources, Fifth Edition, U.S. Environmental Protection Agency, Washington, D.C., January 1995.}}

Latest revision as of 18:55, 4 December 2019

Northwest Medical Isotopes, LLC - NWMI-2016-RAI-001, Revision 0, Appendix B, EDF-3124-0004, Calculation for the Determination of Fugitive Dust During Construction Activities from Construction Equipment
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NWMI-201 6-RAI-001 No*WMI*ac. s~,* Rev. 0 Appendix B -

EDF-3124-0004, Calculationfor the Determination of FugitiveDust DuringConstructionActivities from ConstructionEquipment B-i

Document ID: EDF-3124-0004 Revision ID: 1 Effective Date: February 3, 2015 Engineering Design File Calculation for the Determination of Fugitive Dust during Construction Activities From Construction Equipment Portage Project No.: 3124

Title:

NWMI Environmental Report Project 4Portage TEM-9002 09/29/09 Rev. 0

TEM-9(X02 09I29/09 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Rev. 0 Page 1 of 5

2. ProjectfTask: NWMI Environmental Report
1. Portage Project No.: 3124
3. DCN #

4.

Title:

Calculation for the Determination of Fugitive Dust during Constnuction Activities

5. NPH PCor SDC:N/A *1
6. SSC Safety Category: N/A 7 Summary: To determine particulate emissions during construction, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air PollutantEmission Factors, the amount of PM-10 and PM-2.5 was estimated for the project. The results are presented in this document.

8 Distribution: (Portage, Inc.)

9. Review (R) and Approval (A) Signaures aPrinte Naniel:

Author/Design Agent A Gary MeManus 2/3/15,__

Independent Review R Project Manager R/A John Belier /////2/3/15 Registered Professional Engineer's Stamp (if required) *[] N/A

TEM-9002 09/29109 ENGINEERING DESIGN FILE EDF-3124-0004 Rev. 1 Rev. 0 Page 2 of 5 Introduction and Purpose To determine particulate emissions during construction of the Northwest Medical Isotopes, LLC (NWMI)

Radioisotope Production Facility, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors,the amount of PM-i10 and PM-2.5 was estimated for the RPF project. The results are presented in this document.

Methodology Earthmoving activities involve operation of heavy construction equipment on exposed soil. The methods for calculating fugitive dust emissions for earthmoving activities are outlined in AP-42, Section 13.2.5 (updated 2006). Emissions were calculated based on the following equation.

E = Ax EF x (1-ER/100) where:

E = Emissions (pound [lb])

A = Activity (lb, tons, vehicle, miles traveled)

EF = Emission factor (lb/hour [hr], tons, vehicle miles traveled)

ER = Overall emission reduction efficiency, percentage (0 unless control factors are used)

Assumptions Table I provides assumptions used in the fugitive dust calculations. The assumptions include the type of activities performed, the number of units performing the activities, the number of hours of the activities, and the amount of material moved.

Table 1. Construct Activities for Fugitive Dust Calculations Bulldozing 1 100 N/IA' N/IA' Laigerhalesfoexaaos1 120: 1o, 8...

Loading earth haulers from front loaders 1 60 10,886 b 12,000 b Compacting 1 80 N/A' N/A' Moto grading 1 80N/Ac /A a Fugitive dust calculations are based on hours of operation.

b Tonnage based on excavation of 9,000 cubic yards (yd3 ) (EDF-3124-000l, Estimate of Excavationfor the NWMI Radioisotope ProductionFacility) and a swell factor of 25 percent and density of 1.27 grams (g)/cubic centimeter (cm 3 ).

SFugitive dust calculation based on vehicle miles traveled.

N/A = not applicable.

Other assumptions include the following.

  • Silt content: 25 percent
  • Scaling factor (k) for particle size from AP-42
  • Mean wind speed (miles [mi]/hour [hr]): 8.86 mi/hr
  • Material moisture content: 20 percent
  • Mean vehicle speed: 2.5 mi/hr Vehicle miles traveled is assumed to be = 2.5 mi/hr x 80 hr =200 miles

TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-0004 09/29/09 Rev. 1 Rev. 0 Page 3 of 5 Emission factors: Emission factors equations were obtained from AP-42, Section 13.2.5 and Section 11.9 (updated 1998). The specific equation used is noted for each operation as a footnote. The equations used for each activity are shown in Table 2. The emission fa~ctor is obtained by multiplying the results of the emission factor equation by the appropriate scaling factor.

Table 2. Emission Factors Equations

- . 9 9 - - - S. - 9. -.

  • - S ~* S - S Bulldozing8 0.- * -- 0.75
  • EF<_IS S

0.105* EFTsp Ib/lir 0i.3 (Mj)1.4 0.75 EF 5, c2ompacting 8 ¸-*  :

Motor grading8 0.040 (s) 2 5 0.051 (s)2° 0.6

  • E< 0.031
  • EFTn, lb/VMT excavatorsb' 0.053 3 4 Loading earth haulers from k(0.0032).*(U/5)l. /(M/2)1. 0.35 lb/ton front loadersb Ulanglf tralfrom (0 0032Y'(U/5) 1*(/2' lb/ton i!03!5, :0.053 i i r ..... i I'i *n ............

ab AP-42, AP-42, Section Section 11.9, Table 13.2.4.3, 11.9-I for Equation #1. bulldozing overburd~en.

cAP-42, Section 11.9, Table 11.9-1 for grading.

EF

= emission factor. S =mean vehicle speed (mi/br).

k = scaling factor for particle size. TSP = total suspended particulate.

M =material moisture content (%) U = mean wind spe (mi/br).

s = silt content (%). VMT =vehicle miles traveled.

Using the above equations, the following releases for each operation were calculated and are shown in Table 3 through Table 8.

Table 3. Bulldozing (100 hours0.00116 days <br />0.0278 hours <br />1.653439e-4 weeks <br />3.805e-5 months <br />)

EF_<i0um = 1.0 (0.25)' 5 (0.75)

(0.20)'4 8.92E-_ l/h Total lb_<i0* =EF<zi0um

  • 100 hr 9.19E-01 lb/hr EFTotemission factor. 9.19E+01 lb EF = emission factor.

TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-0004 09129109 Rev. 1 Rev. 0 Page 4 of 5 Table 4. Compacting (80 hours9.259259e-4 days <br />0.0222 hours <br />1.322751e-4 weeks <br />3.044e-5 months <br />)

EF_<ioum = 1.0 (0.25)l's (0.75)

(0.20)' "

9.19E-01 lb/hr

factor.

Tolal * *Tota 1b05~= EFi7~ *80'/1V~ hr *..

ff.35E+0l lb EF = emission factor.

Table 5. Motor Grading (80 hours9.259259e-4 days <br />0.0222 hours <br />1.322751e-4 weeks <br />3.044e-5 months <br /> at 2.5 miles/hour)

I~b i EF<ioum = 0.0 15(0.25)2(0.6) 1E.01 lb/V-MT Total Ib_<1o0 = EF<1oum(2.5)(80) emission :3.8E a ~1031(0~,O5lXO,259~(0.031) 1.23E-02 Ib/VMT Total lb<z~u EF~2 s(2~5)(80) 2.45E+00 lb

=

EF = emission factor. VMT = vehicle miles traveled.

Table 6. Loading of Earth Haulers from Excavators (12,000 tons)

F_1m= 0.35"(0.0032)*(U/5)I3s lb/ton (M/2)' 4 5.2-2l/ton Total lb<l~n = EF<ic*w.

  • I 8.96E-03 lb/ton Total E~25~m ......

1.08E+02 lb EF EF emission factor.

TEM-9002 09I/29/9 ENGINEERING DESIGN FILE EDF-31 Rev. 1 24-0004 Rev. 0 Page 5 of 5 Table 7. Loading of Earth Haulers from Front Loaders (12,000tons)

EF<O=m- 0.35"(0.0032)*(O15)1I Ib/ton (M/2) 14

~5.92E,02 lb/ton Total lb.1 co* = EF_<iopx *12,000 I II I= '0. O2)(I3).l 0.53 . . . .. ...

8.96E-03 lb/ton Total lb*:sm EF~2 .= *12,0000 1.08E+02 lb EF =emission factor.

Table 8. Unloading of Fill Material from Earth Haulers (24,00 tons) (2 pages)

EF1*= 0.35"(0.0032)*(U/5)l 3 lb/ton (M/2)'.4 Total lb_<io* = EF_<io

  • 24,000 8.96E-03 lb/ton 2.15E+02 lb EF = emission factor.

The total particulate emissions are listed in Table 9.

Table 9. Total Particulate Releases from Construction Activities Bulldozing 8.9E+01 9.2E+01 Lodigof* ea...h haulers 11m exca-vators 7. lE+02 l.IE-+02 Loading of earth haulers from front loaders 7.1lE+02 1.1lE+02 Unladn of fill material 11m eat haulers 1.4E+03 2.E0 Compacting 7.1E+01 7.4E-t01 otrgaig3E+l2.5E+00)

Total release (Ib) 3.0E+03 6.0E+02 a Final numbers have been adjusted to significant figures.

References EDF-3 124-0001l, Estimate of Excavationfor the NWMIlRadioisotope ProductionFacility, Rev. 3, Portage, Inc., Idaho Falls, Idaho, February 2, 2015.

EPA AP-42, Compilation of Air Pollutant Emission Factors, Volume 1, StationaryPoint andArea Sources, Fifth Edition, U.S. Environmental Protection Agency, Washington, D.C., January 1995.

NWMI-201 6-RAI-001 No*WMI*ac. s~,* Rev. 0 Appendix B -

EDF-3124-0004, Calculationfor the Determination of FugitiveDust DuringConstructionActivities from ConstructionEquipment B-i

Document ID: EDF-3124-0004 Revision ID: 1 Effective Date: February 3, 2015 Engineering Design File Calculation for the Determination of Fugitive Dust during Construction Activities From Construction Equipment Portage Project No.: 3124

Title:

NWMI Environmental Report Project 4Portage TEM-9002 09/29/09 Rev. 0

TEM-9(X02 09I29/09 ENGINEERING DESIGN FILE EDF-31 24-0004 Rev. 1 Rev. 0 Page 1 of 5

2. ProjectfTask: NWMI Environmental Report
1. Portage Project No.: 3124
3. DCN #

4.

Title:

Calculation for the Determination of Fugitive Dust during Constnuction Activities

5. NPH PCor SDC:N/A *1
6. SSC Safety Category: N/A 7 Summary: To determine particulate emissions during construction, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air PollutantEmission Factors, the amount of PM-10 and PM-2.5 was estimated for the project. The results are presented in this document.

8 Distribution: (Portage, Inc.)

9. Review (R) and Approval (A) Signaures aPrinte Naniel:

Author/Design Agent A Gary MeManus 2/3/15,__

Independent Review R Project Manager R/A John Belier /////2/3/15 Registered Professional Engineer's Stamp (if required) *[] N/A

TEM-9002 09/29109 ENGINEERING DESIGN FILE EDF-3124-0004 Rev. 1 Rev. 0 Page 2 of 5 Introduction and Purpose To determine particulate emissions during construction of the Northwest Medical Isotopes, LLC (NWMI)

Radioisotope Production Facility, the types and number of equipment, time operated, and material moved was estimated. Using these estimates and equations developed in the U.S. Environmental Protection Agency (EPA) AP-42, Compilation of Air Pollutant Emission Factors,the amount of PM-i10 and PM-2.5 was estimated for the RPF project. The results are presented in this document.

Methodology Earthmoving activities involve operation of heavy construction equipment on exposed soil. The methods for calculating fugitive dust emissions for earthmoving activities are outlined in AP-42, Section 13.2.5 (updated 2006). Emissions were calculated based on the following equation.

E = Ax EF x (1-ER/100) where:

E = Emissions (pound [lb])

A = Activity (lb, tons, vehicle, miles traveled)

EF = Emission factor (lb/hour [hr], tons, vehicle miles traveled)

ER = Overall emission reduction efficiency, percentage (0 unless control factors are used)

Assumptions Table I provides assumptions used in the fugitive dust calculations. The assumptions include the type of activities performed, the number of units performing the activities, the number of hours of the activities, and the amount of material moved.

Table 1. Construct Activities for Fugitive Dust Calculations Bulldozing 1 100 N/IA' N/IA' Laigerhalesfoexaaos1 120: 1o, 8...

Loading earth haulers from front loaders 1 60 10,886 b 12,000 b Compacting 1 80 N/A' N/A' Moto grading 1 80N/Ac /A a Fugitive dust calculations are based on hours of operation.

b Tonnage based on excavation of 9,000 cubic yards (yd3 ) (EDF-3124-000l, Estimate of Excavationfor the NWMI Radioisotope ProductionFacility) and a swell factor of 25 percent and density of 1.27 grams (g)/cubic centimeter (cm 3 ).

SFugitive dust calculation based on vehicle miles traveled.

N/A = not applicable.

Other assumptions include the following.

  • Silt content: 25 percent
  • Scaling factor (k) for particle size from AP-42
  • Mean wind speed (miles [mi]/hour [hr]): 8.86 mi/hr
  • Material moisture content: 20 percent
  • Mean vehicle speed: 2.5 mi/hr Vehicle miles traveled is assumed to be = 2.5 mi/hr x 80 hr =200 miles

TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-0004 09/29/09 Rev. 1 Rev. 0 Page 3 of 5 Emission factors: Emission factors equations were obtained from AP-42, Section 13.2.5 and Section 11.9 (updated 1998). The specific equation used is noted for each operation as a footnote. The equations used for each activity are shown in Table 2. The emission fa~ctor is obtained by multiplying the results of the emission factor equation by the appropriate scaling factor.

Table 2. Emission Factors Equations

- . 9 9 - - - S. - 9. -.

  • - S ~* S - S Bulldozing8 0.- * -- 0.75
  • EF<_IS S

0.105* EFTsp Ib/lir 0i.3 (Mj)1.4 0.75 EF 5, c2ompacting 8 ¸-*  :

Motor grading8 0.040 (s) 2 5 0.051 (s)2° 0.6

  • E< 0.031
  • EFTn, lb/VMT excavatorsb' 0.053 3 4 Loading earth haulers from k(0.0032).*(U/5)l. /(M/2)1. 0.35 lb/ton front loadersb Ulanglf tralfrom (0 0032Y'(U/5) 1*(/2' lb/ton i!03!5, :0.053 i i r ..... i I'i *n ............

ab AP-42, AP-42, Section Section 11.9, Table 13.2.4.3, 11.9-I for Equation #1. bulldozing overburd~en.

cAP-42, Section 11.9, Table 11.9-1 for grading.

EF

= emission factor. S =mean vehicle speed (mi/br).

k = scaling factor for particle size. TSP = total suspended particulate.

M =material moisture content (%) U = mean wind spe (mi/br).

s = silt content (%). VMT =vehicle miles traveled.

Using the above equations, the following releases for each operation were calculated and are shown in Table 3 through Table 8.

Table 3. Bulldozing (100 hours0.00116 days <br />0.0278 hours <br />1.653439e-4 weeks <br />3.805e-5 months <br />)

EF_<i0um = 1.0 (0.25)' 5 (0.75)

(0.20)'4 8.92E-_ l/h Total lb_<i0* =EF<zi0um

  • 100 hr 9.19E-01 lb/hr EFTotemission factor. 9.19E+01 lb EF = emission factor.

TEM-9002 ENGINEERING DESIGN FILE EDF-31 24-0004 09129109 Rev. 1 Rev. 0 Page 4 of 5 Table 4. Compacting (80 hours9.259259e-4 days <br />0.0222 hours <br />1.322751e-4 weeks <br />3.044e-5 months <br />)

EF_<ioum = 1.0 (0.25)l's (0.75)

(0.20)' "

9.19E-01 lb/hr

factor.

Tolal * *Tota 1b05~= EFi7~ *80'/1V~ hr *..

ff.35E+0l lb EF = emission factor.

Table 5. Motor Grading (80 hours9.259259e-4 days <br />0.0222 hours <br />1.322751e-4 weeks <br />3.044e-5 months <br /> at 2.5 miles/hour)

I~b i EF<ioum = 0.0 15(0.25)2(0.6) 1E.01 lb/V-MT Total Ib_<1o0 = EF<1oum(2.5)(80) emission :3.8E a ~1031(0~,O5lXO,259~(0.031) 1.23E-02 Ib/VMT Total lb<z~u EF~2 s(2~5)(80) 2.45E+00 lb

=

EF = emission factor. VMT = vehicle miles traveled.

Table 6. Loading of Earth Haulers from Excavators (12,000 tons)

F_1m= 0.35"(0.0032)*(U/5)I3s lb/ton (M/2)' 4 5.2-2l/ton Total lb<l~n = EF<ic*w.

  • I 8.96E-03 lb/ton Total E~25~m ......

1.08E+02 lb EF EF emission factor.

TEM-9002 09I/29/9 ENGINEERING DESIGN FILE EDF-31 Rev. 1 24-0004 Rev. 0 Page 5 of 5 Table 7. Loading of Earth Haulers from Front Loaders (12,000tons)

EF<O=m- 0.35"(0.0032)*(O15)1I Ib/ton (M/2) 14

~5.92E,02 lb/ton Total lb.1 co* = EF_<iopx *12,000 I II I= '0. O2)(I3).l 0.53 . . . .. ...

8.96E-03 lb/ton Total lb*:sm EF~2 .= *12,0000 1.08E+02 lb EF =emission factor.

Table 8. Unloading of Fill Material from Earth Haulers (24,00 tons) (2 pages)

EF1*= 0.35"(0.0032)*(U/5)l 3 lb/ton (M/2)'.4 Total lb_<io* = EF_<io

  • 24,000 8.96E-03 lb/ton 2.15E+02 lb EF = emission factor.

The total particulate emissions are listed in Table 9.

Table 9. Total Particulate Releases from Construction Activities Bulldozing 8.9E+01 9.2E+01 Lodigof* ea...h haulers 11m exca-vators 7. lE+02 l.IE-+02 Loading of earth haulers from front loaders 7.1lE+02 1.1lE+02 Unladn of fill material 11m eat haulers 1.4E+03 2.E0 Compacting 7.1E+01 7.4E-t01 otrgaig3E+l2.5E+00)

Total release (Ib) 3.0E+03 6.0E+02 a Final numbers have been adjusted to significant figures.

References EDF-3 124-0001l, Estimate of Excavationfor the NWMIlRadioisotope ProductionFacility, Rev. 3, Portage, Inc., Idaho Falls, Idaho, February 2, 2015.

EPA AP-42, Compilation of Air Pollutant Emission Factors, Volume 1, StationaryPoint andArea Sources, Fifth Edition, U.S. Environmental Protection Agency, Washington, D.C., January 1995.