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20170938 Ver 2_Appdx O - Air Quality Report_20190129
Appendix O CSX CCX Intermodal Rail Terminal and Line of Road Improvements Edgecombe and Nash Counties, North Carolina Project No. 643009004 APPENDIX O AIR QUALITY ANALYSIS REPORT ❑© ❑ ❑ liy ❑e❑erd ❑oLformov ❑❑dye ❑ ❑ ❑ ®Carmod d ❑erm [Ell] Appendix O: Air Quality Supporting Documentation General Conformity Applicability Analysis Carolina Connector Intermodal Terminal ❑© ❑ ❑dQy ❑e❑erd ❑oiformny ❑❑dym ❑❑❑ ®Carmodd ❑ermIMd EXECUTIVE SUMMARY ❑S❑ FillermodEl ❑erm®dm®mFTIS❑®❑®Eo❑o❑ID❑ b Cb❑®❑mE11e ❑Erol®❑ ❑o❑❑e❑br DEE ❑❑ EflCbrmod d Fre ®❑[Tlerm ®d Ib E -o ❑de l7i�rmod d 11er7FIA b ❑❑EDe m ❑❑d Ed ❑®y ❑ ❑ E] e ❑❑br❑ ❑ori ❑Eol®❑❑ ❑❑e Eo❑oCbd ❑EollEl❑ ❑o❑❑e❑br E'O@m❑I6 ® lomlbd o❑ E]e ❑S❑❑ ❑-❑Ele ❑e®ee❑ ❑om)r Mo❑❑❑❑❑d 11❑3e❑oro❑❑or1lT1 ❑Eol®❑❑ ❑ ❑e❑erd Cb❑FormHy ❑❑dyF[Mm❑m❑e Cb❑d❑❑bd It11federd ❑®11 ❑odd reLEI FH He ❑eller❑®11 of ❑©em Trio ❑❑iiii❑modd embed ne CbEformQy remold le❑el❑[de mulm❑Dof ne ❑oll❑1111❑� for []Lim ❑❑ ❑© ❑❑❑ID ® ❑o ❑❑rune [][]or m ❑H1[b 1111❑[b ❑ ❑e m❑[b ne E o iem ® Io EEAd ® ❑ m ❑llfl[b 1111❑Cb Ere ❑ for Ue 11111❑ ❑- ❑o E• o [b ❑e rm❑d E -d ❑❑d ® re Cb ❑u❑ feder d Harm ❑ID❑ ❑e ❑er d E0EformHy ❑❑ IM❑" ❑❑dyFH IF] re❑❑©ed for ❑b o[b❑e E-emr[br❑o❑de❑of ❑®o❑e❑Eii❑Ei❑❑❑d C011140 or❑[111® [bm❑o❑❑d❑ III❑ 111E] 11 ❑e❑erd [bEformQy ❑❑dy❑ID m❑mdemo❑®❑[b 1111❑❑Me em®❑❑from ❑oma [b❑®❑®❑ ❑❑d o❑er❑®❑of ne ❑❑❑ ❑odd [blform b De olb❑e Stele Ctlideme❑[111®❑ 111❑11 [SlIll❑for ❑b ❑oE:y Mo❑❑HmE11E$❑❑❑Cb Ere❑❑ ❑ ❑e Errd Lb ❑Form 4 1111d ❑D1114 e ❑ I 11111b 11111111 [b ❑d ❑❑bd for De ❑ ❑ ❑ b de 16rm ❑1e It ❑]e ® A ❑❑[ior ❑❑❑ ems Ell ❑eller❑i�d ❑y Elle ❑0❑®❑®11 oro❑er❑®❑of Tle Corm ®d Do [Ad e❑=eed E]e ❑❑❑❑d de mem® le❑el❑ me❑ftd IE E]e ❑e❑erEl ❑oEformQy ❑de❑ ❑em❑Ce m❑UMEn ❑© em®❑❑Ile ❑er❑Cbd dE-®11 ❑b Cb❑®❑®❑ ❑❑d o❑er❑®11 of ffle ❑❑❑ El in o❑zrdE-iE❑d[ffere❑❑ ❑ le A IT yeE mems❑❑dE IEE e❑m ❑❑❑Cb ❑ere eM❑❑Cbd Cb❑E-❑Cbly❑ ❑ e M [Tll of ®e ❑e ❑erEl ❑o ❑form Qy 11❑EI❑ E" e M ❑❑IR3 ❑ ®d 11DFi� ITI❑❑ ❑e ®er ❑ ❑ [i ❑or ❑ ❑ ❑ em®❑❑ ❑11 eolaed E]e ❑1111❑d de m®❑rn® IeCbl❑ me❑ftd IE E]e ❑e❑erd ❑oFformQy ❑de El ❑❑ Cb❑❑ ❑er ye E- of e®er ❑oll❑Tl❑UdE ®❑ e®er M]e Cb❑®❑FFb❑ or o❑er❑ED❑ ❑❑❑Cb of He ❑❑❑❑ Flo Ella ❑❑e❑$r❑Elle ❑ro❑o❑ed ❑®❑ ❑11 ❑b❑form ❑❑D EDe olb❑e SlEl for ®e ❑oEEy Mo❑❑❑ m❑®Cb❑❑❑Ce Ere11®e 1111❑ Corm®d ❑11 ❑o11l®❑er ❑dd®❑d CoEformQy re❑❑❑reme❑®for ❑❑[]or 11111111 ❑ ❑e[brd of ❑o❑-1111EIMEI" Eu❑ ❑❑❑m❑ ❑e ❑med for [Me EoleFn 1.0 DESCRIPTION OF PROPOSED ACTION ■ ■ 111 111 ■ • ■• ■111■ Ci ■• ■■fi■■■ 111- ■ ■ ■ 111 • ■• ■- • ■ ■1[i ■■ Ci ■ • ■ri - IIIC• • ■ ■- ■11[' C� ■■■111- ■■ ■■• III• ■■fi ■ 1111111 - ■■C ■ ■ • 111 ■ ■ •III■■ ■ ■' ■ • ■• ■- • ■ ■ •III■ ■ • ■■- ■C� ■ • l: ■■ ■1[eIII • ■■C• • • ■ 111' ■ ■ ■ ■ ■111- ■-111- - ■ ■ • ■■ • ■■■■■• ■ ■11[- ■• • ■■ • 111 ■ ■ •III■■ ❑© ❑❑ Ey ❑e❑erd ❑o[formny ❑❑dye ❑❑❑ ®Carmodd ❑erm17d ■ • ■111111- I4- • freHEIDE11111 reEbIFIEbEFTed ■■111■111■■ • ■- ■111■ ■ • ■■ ■ ■-111 ■■• ■- ■111■ Ci 43 - ■ 111- ■ III- • ■■■ ■■111 -• ■ odF1 •1111 ■■111- ■■■■4.■111111- III-• ■•.•■ ■III ■ III- •■ WIIII■ • G■■■■■■ Il ■- 4. C' • ■■• IFFIF - -. ■ - - ■GIII 1111■r ■ ■■- ■ C • 111- TEIIII■ . TFIFF ■■■• 111- ■ ■■III■- • one fi 111■ • - ■1111■4i ■1111 ■■- 4. ■111■IIi ■ • ■II ■■• TEIM fi■■■■. IIIE ■ 4. ■111- ■ 111- ■■■- l: ■- - El ■■ • fi■111■ ■■• 111- •. • l • • • - ■IIIIlil11 • G■■■■■ ❑❑e 1111❑ 1]11 ❑e ❑ MP16-of-De-❑r❑ r❑t f❑❑" e❑❑IFI❑ed ❑m effH16❑1111 IEI❑DMM311 ❑❑d e❑❑ZoErne ❑❑dly fr[O❑dly Com❑olo❑y nd❑d®❑ elem❑D❑❑Cear❑❑e❑ ❑❑d f❑❑1611 [b❑m❑❑bd b mee❑❑ril❑ Fund Crd❑ for a❑er❑y 1:011❑Ern111b❑❑ For 111111fl 1111dy❑❑nE1e f❑❑1]4 ❑1111 11ro16❑0d 10 llfl❑mly ❑❑❑dle 2❑❑®1111lo❑d❑ ❑❑❑❑dly ❑ ❑D ❑ m❑❑❑4 of ❑❑❑1111❑❑ lo❑d❑ ❑❑❑❑dly❑ ❑❑e ❑O@ELI] 11 Ere 1116 Lill e❑[m❑[ed 113111 mlllb❑ ® []LIE] [H] ❑e❑ef®for ❑or® ❑11olH❑❑IT] ❑d[El❑ ❑© ems❑❑ red❑❑Tb❑❑Ered❑❑[0❑ 11flO[$rdl T❑m 1rEffm❑❑d lo❑ered 1111fl❑❑❑y m❑lifl[o❑❑❑[b❑ ■■- Elie . - 4- . [:me ■■■ II EOLIELI]LOf IeEJd r■■■■ ■ . ■ 11011161111110 ELfely 11741 ■■ 111- 111111 ■ F 111- [:Or[[[] 1111• 40■111■ 111- II [ •. ■ C' III■ [Ire[][] • I4- ■■[ III■■■ ronclui normaiior ■1111■- - ■■■■■111■■■■• ■■■III ■ ■■IIIIIe ■ ■ 1111 ■■■ • ■ I111 L]Effer[Ifrom EorrouEdnii liiEjd ■4- ■■ ■■- IIIC .. ■ f ■■" fe ■111 - ■ ■■ - . ■■ ■II T■■1111 F eff 1111= Fl$j EbrElm ■ 1111 - fi■111■511 1111 111C' 1111 • ■. ■ ■■• 4• ■111111- ■111■III■ ■ - 1111 GO ■ • ■ ■ - • ■■■111- • r■■■ ■■40 1111 ■■• lo ■• 11111■ 2.0 AIR QUALITY STATUS OF PROJECT AREA ElommoEl ■1➢ FollEITIFF111 111■■ 1111■4- ■- ■ 111■ - ■■b ■ - ■111 ■ ■■• ■ • ■-) • ■ ■■- ■ - - 111:. ■ 4• ■ 4- ■ III oDar 1119 ■ ■F -e IIIC' ■■ 1111- ■ IS ■ ■■boErne FIETI ■ .le7brl EIEIBF]Dj ITSE1111=110 111- 4- ■• ■11111111 III [: 111 ■Ir [loll 11171111■ ■- 1111■[- 111- ElDeEII)t ■1111 - ■■ ■C • Hem Dy • - 4- • ■111■ ■ lie 111 TFT ■4- ■■4-. ■■1 - 111-1111 ■■ 1119 ■■■111. 1-11111■ ElarmTTTle - [- ■ 111 1119 ■ ■[e ■■■fi■ ■■- 4311. M 1111 111 M ■ ■111■•■ •■■ •C'■111 ■■ ■■ E19EVIFIFIEbUar DaFlof ftTM Fla-FbEldEry ■111■. ■ . ■■ . C ■111 ■■ ■■ Eelf ■ - 4 ■ - [- ■FMF1 - ■■T• ■ - ■111 ■■• ■ . ■- l . ■ ■■- ■ ❑ ❑eo❑r[1❑❑1E] [Ire[] 1111❑❑meellE or doe[] ❑e❑gr 1111❑❑ Elie o may 1111®❑d ❑m❑[0❑❑ ❑© ❑ ❑E14 Siiii❑d❑rd❑iiii❑❑❑S❑iEi❑Elled 11111 U me❑❑❑re❑❑❑re❑❑ai❑❑do ❑ EMee❑L111e ❑r[rnoy 1111❑❑S ❑re ❑E]led ❑o❑❑FUmne❑❑[Ire ❑m [Ire[][] [[[]❑❑❑ere orl[EIE]dly deFu❑❑16d 1111 ❑o❑❑MM❑me❑❑❑❑❑❑❑❑D ❑❑[b im it o [bd tee© ❑© ❑❑d T' ❑EffE[a ❑lhj 10 ❑❑[b ❑ee ❑ rede FH❑❑[6d 10 ❑M❑me Lill Ere ❑filed m 1111fl16 11111[b [Ire ❑m 11-3 ❑© ❑ ❑d❑y ❑e❑erd ❑o[formny ❑❑dym ❑❑❑ ®[ermodd ❑erm17d 11110 ■ I[: 111 ■ri ■. ■111■111 Ere[] 1111 ■. ■ . ■. ■G - 111 ■ 111. [. ■- 111 111 ■■ 1111■ ■5 [IFFer 111 111 1111 ■• 111■ EIM IeFTI 111■11 1 Elm E . ■■ 111. 111 - C [TI ■■ ■■. EIM leFTIFFI]E]F]2[ElmHro[IFIIE]dEllmeFOr 111 m111■■ ■ • b ■[i - [S■ 111■ ■ ■■■■. lelld 111 ■111 ■ ■ ■ ■■. ■ ■ ■ ■ - ■ ■. -1111 ■C' • Ey 11SE111 ■■ • t• ■- ■ - 1111 t• 1111 111 ■.. m ■ C0 1119 federEl FIFIFTIS for■ 1[: 111 Fbll111T111TFFFFMe ■ • 111 ■ ■ • 111■ De[1E1r1r-heFTbf EF1ETDF1meF1M ■ ■■ IIS MF1DEE1E1E1E1F1FdoE1Ad FInElIDE111171171EY ■111■. ■ . ■ III 111- ■. 111 ■■. 111■ ■• 111111ri■111r- ■••' II1■■■■■11I- 11111 1111■11111][O-■1r:■ 1111■■■ ❑De ❑o❑Er Mo❑❑❑❑LIE] LIS e❑EI❑❑®❑ [ie❑❑❑❑❑D imd❑de❑dl of ❑❑m ❑❑d Ed❑e[Om❑e [:0❑❑110m 11fldeFu❑❑1ed ❑❑ ❑❑IDlime❑❑for dl o-Qerllfl 1:01111111111M ❑o❑e[iqr❑a®r 10 m❑❑❑y 1111211111111❑❑m ❑Dd Ed ❑e mm ❑e 1:011111011 ❑ ere de Fu❑❑[ed 1111❑o ❑❑❑ID❑rne ❑[for Elle 1 ❑❑❑ ❑- ❑o lio [b ❑e FrM❑d ild of ❑1111❑ ❑❑rte Her m 11®❑ Mar [M 1111 ❑ re11:1 1111 ❑ ❑m aid Ed ❑e [bm De ❑b ❑❑1ta ❑ [Ire ❑Erre ❑ fir de nm❑❑[ed 1111 ❑ m ❑111[e 1111❑❑e ❑re ❑ for He 11111❑ o ❑b De Fm❑d iird ❑ ❑ ❑irii de Fu❑❑®❑❑ ml id ❑❑141 2 ❑2 ❑ I e ❑❑©e ❑ Ddd ® ❑d [Lr ❑ fir of ❑o [e ❑M ❑© ❑❑d H' Th ❑❑❑R[ 3.0 GENERAL CONFORMITY BACKGROUND ❑De 1 n ❑le❑❑ ii in ❑mui❑❑❑❑melid me❑in ill][] Ede He 11o❑FF11611of ❑eDer El [v❑form[yEll] ❑FF H11 ®[e❑ded 10 e❑❑Ere ®❑❑federd ❑❑IO❑❑ DD❑form b ❑ Do1111®❑me❑1lor m❑®[e❑❑❑[Ja ❑e❑®S®❑ ❑❑e ❑e❑erd ❑oDformEy ❑de ® Cbditd ® ❑❑ ❑F❑ ❑1 ❑S❑❑❑o-❑❑ []Ed ❑❑ ❑F❑ ❑3❑S❑❑❑o-❑❑❑ Determining Conformity of General Federal Actions to State or Federal Implementation Plans ®e❑erd ❑olformily ❑deFm ❑❑DE❑® De❑erd CbDform[y rdem❑odfled ® ❑❑❑❑ ❑me 111❑ S❑❑m❑❑[er 2D Se❑M❑ 1 ❑❑❑❑em[f7ed o❑ FeE]❑❑y 1 ❑2❑1 ❑❑ Derefore❑ ffle federd ❑e❑erd ❑o❑form❑y F1 Ile ®®e ody ❑❑dMde re❑d❑®❑❑ ❑De ❑e❑erd ❑o[formoy ❑de re❑d❑[e❑ ❑© Doll❑®❑❑em®❑❑ ❑❑3h❑L ed ❑❑D ❑❑[b❑❑ 711TIo-e federdly f❑❑ded❑I❑=a❑❑ed❑❑erm❑l�d❑or ❑❑❑oEbd❑❑Dd e❑❑fie❑ em❑IId❑❑ do ❑o❑❑d❑erCIBly m ❑❑m ❑ ❑o ❑❑M7111ine [][]or m ❑®[e 1111❑Ce 1-e ❑E] ❑-o ❑-e m Cb ❑ ❑-d ❑MH®®❑ or m ❑®11TI®1=1 ®e ❑❑❑❑S❑ 1111 mor[M[Je❑erd [v❑FormHy❑f] ❑❑ IME]e❑refer❑ 10 Be oo[Aam 10 eDJ❑❑[e d❑❑m 11roaonm❑Dd ❑o[e❑II] [b de[erm❑]e ❑❑d demo❑❑T❑[e 1111❑❑Uey m❑ffy Ele re❑❑1rieme❑[10of He ❑le❑❑ ❑© ❑m❑❑d ❑❑d[Mde Ste❑ aider De❑erd [O❑formly❑em®❑❑ ❑❑FhFH[ed ❑11D He ❑b ❑®❑❑z ❑ ❑Dd o Der❑110 ❑ of He 111111 m ❑m❑e e ❑E ❑❑Ced for ❑❑d ❑D❑14❑ ■ ■- ■ • ■- 1111 C� • - C• 111' ■• ■ • Ir! • ■ ■ • ■• t- • ■■Ri ■ IIIt• ■' ■ 111 • ■C• 1111■ 1111■ 111■■IIID 1111• • - C' 111■Iri 1111 ■ 1111 111■■IIIIL� III 1111 1111■' 1111 ' 1111 • ■ ■-111- ■ ■ • ■• ■- • ■■Iri ■ 111 1111■C' 1111 Cr 111- ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑dym ❑❑❑ ®Carmodd ❑erm17d ❑e❑erd ❑oEformEy ❑de❑ Da®❑ ❑ ❑e❑erd CbCformQy ❑❑dam❑" ❑meCl-ne❑CID❑© em®❑Fi ❑re e EFI ❑Fibd or] Fill Fi❑Fi❑d CM MFT -1e Fid a ye a Fi❑F1= m M]e em MO ❑❑ ❑❑ b 7MAd ❑ ® CIDe a o A m eCbed Me ❑❑d®❑Wy remold❑for FiorCID ❑ Iol®❑ ❑❑der CIDe ❑e❑erd ❑oCformQy ❑de❑❑ ❑e❑erd ❑oEformTy DeCerm®❑M❑ Dodd ❑e re❑❑❑red for CIDe ❑ro[6FTT m CIDe em®Fill IFTOMbd ❑® CIDe ❑robmae lem CID❑❑ He ❑❑d®❑" EETemoldmCIDe a-o[omCID mCd Co ❑o❑form b CIDe []or[[[] 1111o1lL1111 Ste❑ 4.0 GENERAL CONFORMITY APPLICABILITY ASSESSMENT ❑ HL0❑❑❑ Elle ❑© ❑11d4 ❑❑FO❑]tne❑❑for II[e 1111❑ IlfldDded dl ❑-Cbr[H] ❑oil❑[111❑❑D❑em❑Cb ❑❑m ❑Dd Ed ❑e Cbm ❑e Cb ❑❑Cb ❑ [Ire ❑are ❑Cty d e ❑ID❑❑bd 1]11 ❑ m ❑®b 11❑11Cb are[] for CIDe 11111❑ ❑- ❑D 1]r o Cb ❑e Fm❑d a d ❑ ❑ 11e ❑erd Cb Cform CCS 11❑d ❑D❑14 ❑❑I-0 ❑ane 1111®o dy re ❑❑©ed for Elle o Cb ❑e ae❑a1br❑1111[]1111d 1111❑❑❑❑e ❑❑CI❑D❑" ❑❑FA❑11ne11m❑❑Cblid ❑❑ed for ❑DllllCIDe Cb❑®❑®❑ 1111❑Cb ❑❑d o❑er11CCo❑d 111111Cb of Eno ❑❑❑ Co deCormBe m De COCm ❑❑E] or 1][] 11 em®11❑from emer ❑❑❑Cb of Do livom❑odd e❑ oed EHe ❑❑❑❑d de mCmCrn® le❑ol❑ ❑je❑fbd Cm ❑❑ ❑F❑ ❑3 d ❑3 iii❑il CID1 ❑11 EDy of e mer ❑011 ❑IIII❑1111 SO❑rCb❑e❑EI❑❑Cod for Cb❑form❑y m❑ ❑e dFi❑❑fbd ®Co CIDo ❑e❑erd q❑e❑of em®❑ Cba'Cbm ❑oa-o❑d Cba'Cb❑ CfnomCb❑®❑®❑ e❑❑Ume❑CIDIoDDmo❑U0m❑❑d oaoDd Cb❑rCb❑ bao❑d ❑a-❑ ❑Dd Tri Em7F-Fd❑❑f❑Clor❑for Cb CID Cbao❑d ❑Fid oC]-o❑d e❑❑ane❑Fi❑ere deCblo❑ed Fi7mFi ❑SE❑❑®M❑ ❑ES2❑1 ❑❑ model CIDSE❑❑C'2Ell ❑CIDM❑ ❑ES2❑1 ❑❑ C]-oEde❑ems Elf ❑❑br❑for ❑❑ ❑ ❑❑I]❑❑Mil]❑❑M2®❑S❑2❑❑❑❑❑❑❑d C]-ee❑Cb❑Cb ❑❑Cb❑ ® ErEmEl Fier Cb❑❑le mlli� Cd❑Cb11ed for ETt1bFi11 Cb❑[Fle Cy❑emCb❑❑le model yea-m❑Dd TE]Cbl Meed[T] ❑reame❑f`F ®❑❑CID for CIDe M❑ ❑ES2❑1 Fill model ❑ere o❑FFI]Ued from ❑❑DE❑ ❑ ❑❑® F7form❑-o❑ ®d❑ded lo❑ I meCoorolo❑M ®❑❑=2❑1 ❑ Cb❑❑le Cy❑e clUMME DEEIDEd 2❑1 Fi ®me❑b❑ ❑❑d M❑®b❑❑❑Cb IWE ]-oC]-C]n d❑CID for Ed❑eCbm❑e ❑o❑❑Cy❑ FIE] Cb d❑CID for IoM f❑el ❑❑ranebr❑ []ere ao❑ded❑❑11®11d def11d11F11el d❑CID ❑ere ❑❑od❑ ❑CIDer ❑❑ Ln❑®❑miriid❑dirii❑ Elle Cflule❑❑CID ❑Dd Elie 1111m Der of wn❑ Fier yea -❑a -e deCIDlod ® CIDe len, ®❑❑ Delo ❑❑ ❑De folio ❑[Fill model ye arm ❑❑Cbd o 1 ❑e®Filed ❑Fier❑❑e❑of He model year ❑o❑d❑CCo❑d❑® ❑❑d ❑❑eedm❑ere ❑Cbd Co ❑olein CIDe Cb❑❑le em®❑f❑❑br❑from CIDe M❑ ❑ES2❑1 ❑11ouni m ❑❑❑FO❑❑er ❑ l ❑211❑❑ model yea Fill❑ mom❑ Fier 11DCr 1111d rad re❑T"d ro❑d CyDe❑ ❑❑❑FO❑❑er CV11❑FF911❑❑ model yea ❑❑❑ mom❑ Fier 11DCr ❑Dd rad re❑Ir"d ro❑d Cy❑e❑ ❑-❑ ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑riyFF ❑ ❑ ❑ ®Cermod d ❑erm [Ell] S®de ❑❑®mor❑❑❑d K❑m ®m❑d❑❑❑d a -❑Cbl FH❑mm72❑FI-I model yea 1111❑ m%❑ ❑er ❑oa- ❑a1 ra-d re®F-ed ro❑d q❑e❑ S®de ❑❑®mor❑❑❑II FFIm WIFIF6 ❑111ar T❑mom❑❑❑ model yea ❑1 ❑ m10❑ ❑er ❑DOr ❑a1 rad re®Eed ro❑d q❑e❑ ❑om❑iffi❑®❑ to❑❑ ❑❑d Ir❑❑FF-9❑❑❑ model year ❑❑d ❑❑ m%❑ ❑er ❑o11r for 1 ❑❑ of no Eme o❑ raid re®wed ro❑d❑❑y❑ 11a1 1111 m%❑ ❑er ❑o11r for 1111❑ of Eue Eme o❑ rad ❑are®med ro❑d❑❑y❑ • • ■ 111■ 111 ■ • 111■■■■ri ■ • 111- ■• ■ ■- ■ • 111■r ■■ ■■C� ■■ ■■Illlli� - ■- ■■ • ■• • ■111■ ■■• ■■■■ ■Ir ■■ ■■-. F�i r. ■■ ■■ ■r: - RHIN ■■ . ■I■1 ■■■ ■m■ - ill F! • l�1111111 INO ■■ ■■ Ion ■Ir ■■ ■ - ■ • ■[i -. ■■ II- ■. ■■ ■■G ■ • 111111 ■■■- ■. 111■ 4.1 Construction Phase Air Emissions ❑ o ❑®❑®❑ of Ue Fir] ❑❑❑ ❑FFFFI ❑ ❑❑ e ❑ milled 10 ❑❑Ce ❑ food ®❑of ❑❑a -o ETM ❑[My ❑❑❑ ❑a -e ❑ for [T[I® ❑❑dyeme❑bd 10 IT1111a ❑❑ao[TM❑ iely ❑❑ ❑eeFM ❑o❑®❑®❑ems❑❑from yeF]r o❑e ❑ere ❑maned b ❑e❑® o❑ m❑❑ay 1 ❑a1 Ero❑eed moo❑❑❑ DeClBm❑er 31 ❑❑ ❑ ❑orm mCb eFTIM❑Ce❑ ■. ■■r■■Ir. ■ ■■■■- ■r� - m■r. ■■ ■■■■■ir_ . m nlln ■■■ In■■uii� ■■■- ■■ - ■■m■ ■. -. ■ F❑el Com❑❑ ❑ ems❑❑from EDe o❑er❑ DE of ❑oao❑d Co❑®❑Mb❑ e❑❑ane❑❑[b®ITII off ro❑d dar❑ T❑mE11drar rollermCb1r bm❑❑®r❑❑Farm THEW ine=mbrm❑dIdo [Aar m a•❑derm lo❑derm ❑❑mEJDem fords ❑o❑lor T❑mom ❑m❑d❑ ❑❑❑erm ❑a1 ❑m❑d❑ Cbm ❑❑❑brmo ❑-❑I6 F❑el Cbm❑❑❑Ib❑ em®1111 from Elie o❑er❑®❑ of o11oal Cb❑®❑❑Ib❑ e❑❑❑rne❑❑[bIIIIEIH ❑m❑d 11111 aT❑Cel d ar [IT[] 11 ❑ler Ir❑mom® ❑a1 from De ❑IA F❑el Cbm❑❑®❑ em®1111 from He o❑er❑®❑ of ❑er[b❑d Ce❑Me❑ b T❑❑mor❑ Cb❑❑TEFTb❑ ❑orlIgr❑ Cb ❑❑d from EDe ❑IJI� ❑ol❑UIO or❑❑❑®Com❑o❑❑d em®❑❑from ❑m❑d❑❑❑®❑o❑er❑1Ib❑❑ ❑-❑ ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑dy❑iii 4.1.1 Construction Phase Nonroad Emissions Calculations ❑ ❑ ❑ ®Cermod d ❑erm [Ell] ❑oao❑d CoaCe❑ ❑FF-o=ed ❑® ❑b❑®❑7b❑ ®d❑de off ro❑d dErn❑ T❑dram rollermCbt [bm❑11EFbr"F1 m T❑ElbrmeFF-FmCbrm❑dldo❑erma-❑dermlo❑derm❑❑ETTbemfordfff7❑o❑Ter T❑❑m❑d❑ ❑❑Corm ❑❑d ❑m❑d❑ Cbm❑❑®rm Em®❑ f❑1TOr❑ for ❑oa-oa1 [b❑®❑®❑ e ❑❑ane [TIF] ere M EF71 ❑Cbd ❑7M❑ M ❑ ❑ES2 ❑1 ❑❑❑ ❑❑e ❑❑=❑Cbd a ❑❑❑Tne ❑❑ )Ue ED Ed ❑d ®❑ e ❑❑®e Jar 1111 UO 1111 ❑a1 e [][]He r❑m❑m❑ere [][Iliad o ❑ e ❑❑❑me ❑❑d ❑❑❑ed for De a o A FTM ❑11 1:0Elm ❑d e[I❑❑me❑❑❑1H ❑e die[bl-f©ed ❑❑d El of Elle [b❑®❑E110❑ ❑1111 ❑EEI]ned b 1111113 El 11[0 d❑rin]❑ Mea1[Ir ye lir 2❑1 ❑❑ M❑ ❑ES2❑11111❑1111r❑❑for ❑ ode EO IT ILI] m❑❑ay ❑❑d ❑ ❑ lle ❑off mi My ® o❑ain Elinor ❑a1 mnmer em® [If ❑❑Or❑ [111 a ar❑ ❑er ❑or[b❑o❑er-❑oa IIII[[]❑-a EL ❑o❑d f❑❑or❑for e❑m ❑ie Do of e❑❑ane❑❑❑ere d[b o❑®IIDed from M❑ ❑ES2111 ❑❑❑ ❑❑e ❑ormm[b em®❑f❑❑br ❑epee❑ De ❑llfl[or 11111 mrmer ❑oa❑❑❑❑❑[bd 1111❑[b❑[brm❑Ib eELIM❑[o❑❑d❑LI❑I[b❑❑ten❑®❑❑for Elle m b❑❑ ❑oaoal [b❑®❑®❑ e❑❑Imre❑❑ae o❑[Wed IM ❑❑de ❑-1 ❑ Table A-1. Calculation Assumptions for Construction Phase Nonroad Sources Emissions,Methodology Grou.. :; �— Equipment hp rating based on specific vehicles quoted from potential Nonroad All Rating grading contractor, when available. When unavailable, hp based off Construction (h p) Table 2-04 of EPA -21A-2001 documentation. Equipment number based on quote from potential grading Nonroad All Number contractor. Equipment for asphalt paving based on subjective Construction estimation of typical asphalt operation. Equipment type was matched to associated NONROAD2008a SCC Nonroad Hours code. Typical yearly hours of operation for the SCC vehicle was All Construction per Day divided by 52 weeks per year and 5 days per week to achieve estimated operation in hours per day. Nonroad Days per All equipment estimated to be in operation 5 days per week for 52 All Construction Year weeks. Average engine life, in hours, was estimated from PSR Table 1, based on engine size, in hp. Engine life was divided by typical hours of Nonroad operation per year, based on NONROAD2008a SCCs, to define engine Construction All Tier life in years. Engine life in years was divided by 2 to determine the average age of the equipment. Estimated age was compared to 40 CFR 89 to assign Tier. ❑-❑ ❑© ❑ ❑d❑y ❑e❑erd ❑oEformny ❑❑dy❑iii ❑❑❑ ®Cermodd ❑ermIITd 4.1.2 Construction Phase Onroad Emissions Calculations ❑ Elo❑d Cb1rC]31l1TFh MCed ❑m Cb11®❑®❑ ®d❑de oCro❑d T111b1 for Cb❑®❑C>JO❑ EeEMe11 Ce[IT]ffl] ❑m❑C] ❑11C7d Cr❑Cbl d C7n ❑ Ca❑ ❑ ❑Cer TE EI❑d em C]oyee Cbmm ❑Cer Cb ❑le m ❑r❑Cbl for Mle ❑m❑C]❑dElm ❑ T11CIID11M ❑e from ❑IoCTI 11m❑d FIE] ❑❑❑Cd ®e Iro[dmC>Cb11❑11Ili, T❑Cbl for ®e Cr❑Cbl dC] E Ca❑CID 1111 ❑e from ❑ tom ❑❑Crry 10 CDe CroComC>Ib❑ ❑❑e ❑❑ler Ca❑m 11m ❑e ❑Cbd 10 []Eller ro❑d❑❑y❑ ❑❑d Obr❑❑e ❑h)[] b m®mo>ig f❑❑miq d❑mdCrixi Cb❑®❑Mil❑❑ Ems❑❑f❑Cler❑for oao❑d e❑❑IIHne11❑❑ere ❑❑Cbd o❑ [[Je ❑❑er❑❑ed rammer ❑❑d ❑I[IlCer em®❑f❑Clbr❑for e❑m Cb❑M]e q❑e❑ Emdoyee Cb❑Me❑ []ere ❑EEE]med b ❑e 111111111111 EEI❑bf 111IFT-0❑❑er m ❑ ❑❑d ❑=❑ Iff] ❑❑d Cb❑ClT❑®❑ [b11111e❑ []ere ❑mimed b ❑e CmCle ❑❑1flmoro❑❑El Iff] Em®11 f❑CTbr❑ []ere o-oCb❑ do❑❑ ❑y 1011Ae q❑e❑Eo❑Cb❑❑model ye[I❑❑❑d Cb❑lille meed❑ For 1111111] ❑❑Elymlbmdoyee E:O❑Ele meed❑of ❑❑mlle❑❑er JoHr ❑❑d E011ET❑CU011 lfl❑mmeed❑of 1 ❑mom❑ ❑er ❑oo []ere Med b Cb❑CbrmCffiely refle1b em®❑m ❑ddb[II EEI EIA ❑Eb11 ❑ten❑®❑❑ for Elle Cb❑®❑®a❑❑❑Cb oao❑d Cba Co❑ ❑e o❑"d IIU ❑❑de 11-211 Table A-2. Calculation Assumptions for Construction Phase Onroad Sources Asphalt and Onroad Gravel Trips per Construction Trucks Day Onroad Construction T Onroad I Construction Employee Trips per Vehicles Day Water Trips per Truck Day Total volume of material (i.e., asphalt or gravel) estimated for the site was divided by volume per truck (324 cu ft), based on typical dump truck, to estimate total truckloads. The total number of truckloads was divided by 60 days of paving operation, assuming 2 round trips per truck per day, to estimate equipment count. Equipment count was multiplied by 4 one-way trips to achieve trips per day. 250 workers each commuting a single round-trip per day to site, 5 days per week for 52 weeks. Assumes a single trip per day, 5 days per week for 52 weeks. Onroad Construction All Trips per Year Trips per day were multiplied by 52 weeks per year and 5 days per week to achieve trips per year. and Known asphalt manufacturer is located 5 miles from site. Similarly, OnroaAsphalt Gravel Trip known gravel quarry is 5 miles from site. Assumes each one-way trip Construction Trucks Length is 5 miles. Estimated that 80% of staff reside within Nash and Edgecombe counties, commuting an average of 10 miles to site. The remaining Onroad Employee Tri p 20% of employees reside outside of Nash and Edgecombe counties, Construction Vehicles es Length commuting an average of 20 miles to the site. The average trip length was calculated as: trip length=(0.8*10)+(0.2*20). Onroad Water Trip 5 mile estimation for water truck onroad dust suppression near site. Construction Truck Length ■ ■ ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑dye ❑❑❑ ®Cermodd ❑erm17d 4.1.2 Asphalt Paving Emissions Calculations ❑❑ ❑ emo1TT6❑11❑dl reFl]❑from ❑m❑d❑❑❑C17❑ of ❑ ❑ori❑ of U9 CermIT11171❑ ❑III] em®[] form ❑m❑dm❑FF❑ ❑ere MFEIJed ❑❑Ced o❑ worm❑rro❑ Fb❑®o1]ed ®De Resignation Demonstration and Maintenance Plan for the Rocky Mount, North Carolina 8 -Hour Ozone Nonattainment Area EJLlorllll ❑aoll[I]❑ De❑ailrne❑❑of E❑❑rroEne❑❑❑❑d ❑❑fid ❑eCba-FbmD❑ of ❑© ❑❑dQy❑ m❑e 1 ❑❑2❑❑❑❑❑❑d Ellie []or[[[] ❑a-ol[[fl❑ De❑a ire❑❑of ❑r❑❑mor®®❑ for ❑m❑d❑❑❑e®1111 EL❑dIIID®❑ ❑❑[e❑❑❑d Ile IIELfor E❑1Bi❑®❑ ❑a-❑oFb❑❑❑dem 1111❑ Fb❑FbrmE1119 eEEM [Ile ❑E[le Fbm❑d lid ®❑Irne❑❑F❑❑brfor Hamer Ile []Der ❑Cod 1E1 ❑❑❑e❑d®❑[2 of ®e ❑o❑❑jr Mo❑❑❑❑Fb❑e M❑mile❑❑❑Fb []I 1][] ❑❑❑ ❑Fbd ❑❑ ❑ ❑ormmFb e❑1M[Ile of 1111 ❑ emW]h❑m ❑ddlllo❑ l ❑ l❑d❑lo❑ ❑❑ten [TIO [][]for Lb 11®11®❑- ❑❑❑Fb ❑m❑d ❑❑❑❑ID❑ [Ire o ❑4ned ILI] ❑ ❑de ❑-3 ❑ Table A-3. Calculation Assumptions for Construction Phase Asphalt Paving Jmm Asphalt All Emission VOC emission factor for emulsified asphalt from: Factor http://digital.ncdcr.gov/cdm/ref/collection/p249901coII22/id/650992 Asphalt All Seasonal Seasonal factor to account for majority of paving in spring/summer: Factor http://digital.ncdcr.gov/cdm/ref/collection/p249901coll22/id/650992 4.2 Operational Phase Air Emissions ❑©emlllF-b❑❑from o❑er❑[b❑of He ❑❑ III] 1l o=r alrhl]rN from Ir❑❑br Ir❑lICr❑mo❑ E] ❑a❑D 10 ❑❑d from Elle Form ®d ❑❑d from em doyee Fb ❑Nem ❑dd [lb ❑d em ®❑❑ ❑ M E11:0 o ❑❑a' from Fdll[II❑ IoEOmome❑ ❑❑d from ❑o❑ller ®❑❑m ❑ems❑ ❑Fed ❑❑E0e ❑Ib❑ IVIIIJIThEl ❑❑inlay aOF$m e❑❑erne❑❑1111❑❑❑11 ❑e❑er❑F6 ❑© Holl❑®❑ em®1111 Fbmfor❑❑e❑FIM❑ ❑YE[6mmemer❑e❑gr ❑e❑er❑[Orin❑11 ❑e [IJI❑IFIled o❑-❑I61lem111L16❑11from ElUeFb ❑ba•❑011 []ere ❑0❑e❑1M❑F6d❑ ❑❑eFb ❑ba [b❑ ❑odd Be FbFbred ❑❑der re❑❑©eme❑ for ❑ZD®❑ay Fba FbmE[larefore❑em®❑❑from EllieFb [ba•[b❑❑odd ❑o❑❑e I[Id❑ded IF] ❑ ❑e❑erd Fb❑Formlly ❑❑d❑D❑" ❑❑ AEEne❑1111 ❑ Her❑®❑d ems❑❑ ❑❑❑ane IIII❑❑dl e❑❑IIDne❑m 11 ❑e o❑er❑led ❑m1e ❑I0 1 ❑ Hoa ❑ Her d❑y for 312 d❑y❑ Her yea❑ ❑-❑ ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑dyFF ❑ ❑ ❑ ®Cermod d ❑erm [Ell] ■ ■- ■�r. ■■ ■■■■- ■r� - m■r. ■■ ■■■■■ir:. m mm ■■■ m■■uu�! ■■■ ■m m■ ■. -. ■ F❑el Cbm❑❑LE011em®❑❑from Elie o❑er[1®❑of ®❑M® W❑❑[fer Cb❑ainer❑ o ❑❑d from ®e Corm ®d F❑el Com❑❑®❑em®❑❑from Mle o❑er❑ffb❑of ❑erCo❑d Ce❑Ae❑Cb T❑❑❑Cor❑❑❑❑ ❑I]TfF Cb ❑❑d from T1e Arm T111 F❑el Ebm DEEM 11 em®❑❑from He o❑er❑®❑of IoCbmoDITO e❑❑❑]e❑❑❑fffle Cbrm❑ll F❑el Cbm❑❑❑Ib❑em®❑❑from ®e o❑er❑®❑of ❑o❑1br W❑❑z7❑C-lad ❑❑®e Corm®d❑ 4.2.1 Operational Phase Nonroad Emissions Calculations ❑oao❑d Cbo Ci3❑ ❑❑-hmied ❑m o❑er❑®❑ [Ire I1rh1.0d 10 Cdl1F1❑ IoCbmoFT1Am❑oU1l9r T❑mm❑❑d eleEfiHIP11111❑Cry o-11❑eFFU11E1]e 1111❑ ❑M ❑e 111110m❑C6d ❑❑d ❑oma ower ❑000❑d e❑❑❑me❑❑1y❑FFFFl of oaler [F]4rmodd 16rm1F1dm ❑❑❑e❑❑ m❑❑❑rY❑He 1111❑ Illeme❑ed ® ❑'OC$m3❑111Cr❑e❑IUe- ❑11d I000mO1Ee11 ❑er d❑y❑❑IIID e❑m IoC0moM3 111IFFF11 ❑❑ ❑❑✓r❑❑e of 11110 ® wee e❑❑Mem ❑I111o❑❑❑11119-11❑d IoCvmo❑Ib❑o❑er❑CE� ®❑ ❑U❑-❑o❑er grde ❑❑110 [U] ®❑❑❑TFFAmTFFF6❑❑e❑ Maeil ❑❑10 o❑ -❑FA ❑ere 1111C13d o❑ ❑Io❑-❑o❑er Idle Eylle of 211❑ Cr❑Ce ❑0rE:0❑011er iii❑❑iiiiE❑me❑❑Me ®❑❑M7M❑Cbd Cb Idle for El FOM of3❑m❑7❑Cb❑❑❑U) ®®ef❑❑fly❑❑❑e 1111❑Ty o-❑❑e❑❑m ❑eele❑T® ❑❑d ❑ d7 ❑D Cre M ❑❑7 ❑❑y em FFF6 ❑m ❑dd ❑b ❑d M M ❑M ❑ ❑❑ TIm ❑lIb ❑❑ for He o ❑er ❑110 ❑- ❑❑❑Ce ❑oo-o❑d CoCrCe❑ [Ire o❑TTried IT11 ❑❑de E- FIE] Table A-4. Calculation Assumptions for Operational Phase Nonroad Sources ❑-1 ❑ Vehicle - lterr� GroupEmissions . MMMOM 6 gantry cranes were estimated to be used at the Rocky Mount Nonroad Gantry facility based on a comparison to the similar CSX intermodal facility Number Operation Cranes in Ohio. The gantry cranes will be electric and will not generate air emissions. Facility operations will be automated, and therefore no nonroad Nonroad Hostler operation equipment is expected. Due to their multipurpose use, Number Operation Trucks 5 hostler trucks were assigned onsite as a conservative, subjective estimate. All emissions factors based on 2020 Calendar Year for Large Line - Nonroad Locomotives Emission haul locomotives, per: Operation Factors nepis.epa.gov/Exe/ZyPURL.cgi?Dockey=PI00500B.TXT Nonroad Engines Estimated average of 2.5 engines per train based on personal Operation Locomotives per Train communication. Nonroad Trains Locomotives 35 trains per day based on CSX estimate for full capacity. Operation per Day Nonroad Engine Estimated 0.5 hours of on-site engine idle time at 250 brake Operation Locomotives bhp -hr horsepower. ❑-1 ❑ ❑© ❑ ❑ iTy ❑e❑erd ❑oiformny ❑❑dye 4.2.2 Operational Phase Onroad Emissions Calculations ❑ ❑ ❑ ®Cermod d ❑erm [Ell] ❑ ao❑d Cba ❑e❑ ❑FTOFFCad F1 TM o❑er❑®❑ ®d❑de T❑Dbr-T❑lor TCffTi ❑❑d emdoyee Cbmm❑Cor [b❑FFleIT] For o❑er❑lfb❑memFTTri❑❑ ❑ane ❑ dr❑y❑❑e of 1 ❑❑ T❑❑br lfl❑%r lfl❑= ❑er d❑y 2111 ❑❑ ®o -e ❑7T❑ b 2 ❑❑ T❑FFn Der d Cly Cly 2 ❑2 ❑❑fffle yea- a]e ❑o Cljy Mo ❑❑❑ a -e ❑ Cb ❑Cb ❑ F1911111 deFH❑❑Ad 1111 ❑ m❑liflC0❑❑❑10 ae❑11 Emla❑❑f❑CIor❑for oao❑d e❑❑❑me❑❑❑ere ❑ ul3d o❑ [[[]e ❑[Aer❑❑ed mnmer ❑❑d ❑Cor em®❑f❑CIor❑for a❑m EO❑II]e Cy❑e❑ Emdoyee 1b111[de❑ []ere ❑EUMed b ❑e 111111111111 HI®of 111IFT-011❑er m❑ ❑❑d 11m-ui 111❑❑d o❑er11®111 W❑FFU ❑ere 11EE11med b ❑e Cbm111111®❑lo❑11-❑❑d Irli EmFF16❑f❑CI0r11❑ere aolia❑do❑LiDy Cb❑Ele [y❑e❑ Cb❑Cb❑amodel yea❑❑I❑d 1:01]Ae meed❑ For 11111U] 11❑dyElluemdoyee Cb❑❑le Deed❑of ❑11 milig11 ❑er 1:011r []ere ❑Cbd b C011CbrmC11lqly reflemmeCb em®❑m ❑ ❑er❑[D❑C] [P❑CID []ere 110EItned ® Ifl❑Cbl ❑❑111 m 110 11 ❑er Cb Cr for 1 ❑ ❑erCb❑❑of Elle EMe 11❑d 1111 m 110 11 ❑er ❑o a- for He rem11HIF1❑ 1111 ❑erg❑❑of Ele tee❑ ❑ddiib❑d EdEEI❑ED❑ ❑ten❑®❑❑ for He o❑er❑®a❑❑11Cb oa-o❑d m17Cb11 [Ire o❑CWed H ❑❑Cle ❑-1111 Table A-5. Calculation Assumptions for Operational Phase Onroad Sources Group Type ft Onroad Employee Trips per Operation Vehicles Day Onroad Tractor Trips per Operation Trailers Day 150 employees onsite during operation phase. Each employee expected to make a single -round trip per day. The site is expected to have daily drayage of 170 trucks in 2018, increasing to 397 by 2035. Linearly interpolated to determine estimated drayage of 290 in year 2027. Drayage multiplied by two to account for trucks travelling both to and from the site. Onroad All Trips per Operation Year Trips per day multiplied by 6 days of operation per week for 52 weeks per year. Estimated that 80% of staff reside within Nash and Edgecombe Onroad Employee Tri p counties, commuting an average of 10 miles to site. The remaining Operation Vehicles Length 20% of employees reside outside of Nash and Edgecombe counties, commuting an average of 20 miles to the site. The average trip length was calculated as: trip length=(0.8*10)+(0.2*20). The CCX site is located approximately 6.1 miles from the onramp to Interstate 95 (major north/south transit) and 8.4 miles from the onramp to Interstate 64 (major east/west transit). Average travel Onroad Tractor Trip distance on local roads = 7 miles. The highway travel distance from Operation Trailers Length the onramp to the border of Nash or Edgecombe county was measured via Google Earth to determine the length of travel within Rocky Mount Maintenance area. The average of the distances in the four directions (north, south, east, west) = 19 miles. ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑dy❑ID 4.4 Emissions Results ❑ ❑ ❑ ®Cermod d ❑erm [Ell] ■■■ - ■ ■ ■ ■■. ■ ■ ■■ ■ 11[- 111- ■■ ■■ ■C • ■ . r ■■ ■. ■■r■■1[: ■ ■■. . ■- ■1[: ■■ - 111■[i ■■ Cbm❑ 1 ed 10 m]e ❑e❑erd ❑oEformFy de minimis em®❑ leCbl❑ for T1e ❑O@m ore❑❑ ❑❑e 111■G ■■ III■ ■• - ■ • 111- ■• ■■G■■R: ■ ■- ■ - ■111 Moor • ■■• ■- ■ ■- ■6 ■ • 111- C 111 ■• ■■li■■1[: ■ 111■Ci ■■ III ■■■ - ■ ■ ■■• ■ ■ 111■■■• 111 ■ ■ ■ ■■• ■ ■ ■ ■ - ■ - ■- • ■ 111- 1111111:11111159 ■ • ILS • - minimis em®❑ IeCelm ❑❑erefore❑ ie iiroiemdoe❑ ❑ 11re❑❑©e ❑ formd ❑e❑erd [bEform4 • - - 111■1[i ■ ■■• ■ • ■ •- ■■ ■111 ■• ■III■lilll■■■■ri ■■■ ILS ■■■■ • - III■ri ■■ • ■• ■■�■■1[i ■■ Table A-6. Comparison of Construction Emissions to Conformity Applicability Levels ■ -■r■ . 111- 0111 .■- ■1[:•■ - III■ri■■ 111 ■■■- ■ ■ ■■.■■ 111■■■. 111 ■■. ■■. ■■■ ■ - ■- ❑elo❑ He ❑e❑erd EbLform4 de minimis em®❑ IeCblm ❑❑erefore❑ne ❑o[6mdoe❑ ❑Dore❑❑©e ❑ formd ❑e ❑er d Cb Eform Qy de Corm IM❑1to ❑ ❑❑d ❑odd re EEI ❑® ❑o m i1miu © ❑❑d Qy iM ❑❑mFor emm®❑❑from o❑er111t0❑of He ®COrmodd 16rmT11d11 Table A-7. Comparison of Operation Emissions to Conformity Applicability Levels Pollutant de minimis Emissions During Emissions Pollutant Emissions (tpy) Construction Phase (tpy) Conforming? 1111 a 1 ❑❑1111 ❑e ❑ 1111 ❑ 11111 11111 ❑e ❑ ■ -■r■ . 111- 0111 .■- ■1[:•■ - III■ri■■ 111 ■■■- ■ ■ ■■.■■ 111■■■. 111 ■■. ■■. ■■■ ■ - ■- ❑elo❑ He ❑e❑erd EbLform4 de minimis em®❑ IeCblm ❑❑erefore❑ne ❑o[6mdoe❑ ❑Dore❑❑©e ❑ formd ❑e ❑er d Cb Eform Qy de Corm IM❑1to ❑ ❑❑d ❑odd re EEI ❑® ❑o m i1miu © ❑❑d Qy iM ❑❑mFor emm®❑❑from o❑er111t0❑of He ®COrmodd 16rmT11d11 Table A-7. Comparison of Operation Emissions to Conformity Applicability Levels Pollutant de minimis Emissions During Emissions Emissions (tpy) Operation Phase (tpy) Conforming? ❑ ❑ a 1 ❑❑ ❑1111 ❑e ❑ [IF] ❑ 1 ❑❑ ❑® ❑e ❑ 5.0 CONCLUSION ❑dEElCCed ems❑❑for De ❑11ollU1❑ ❑o❑❑emibr ❑ro[6mo-e lem 1111❑❑ Elie ❑e❑erd ❑01formQy ■■■ 111■■111111,73117 ■ .illi I", III ■.111 ■ ■ . ■■. ■ ■ ■ ■ 111■G ■■ ■■ ■■ ■C . III 111111 ■■■ ■III - ■ - ■- ■■ 111- •.111 III■■■• • ■- ■1[: ■ • 111- ■■IIID ■■ III11111 ■ • ■. ■-. ■■■• ■■ 111- ■■IIIILL� •.111 III■■■■ ■- - ■ ❑-12 ❑© ❑ ❑ Ey ❑e❑erd ❑oiformny ❑❑dy❑ID ❑ ❑ ❑ FCarmod d ❑erm Fd red❑Clad F FM -A' from F" d❑❑mem❑F-F6FI❑ FIre CoFICermFI[bly FIFE FIEd ❑e ❑dFely FO Fla ❑❑ ■■•- -■Iris■1[i■■■-■■■■- 111- ■■■■■C. 0��111■G■■■ - -■■111■■111- .-.....-uIII■[i■ -■- ■■ 111- ■ • ■■111 ■• ■■■■[: ■■C 111- ■- ■- ■ ■• ■ • IL! ■ • ■111 ■■ ■■• ■ ■ - -B-0=I. ■ • ■ ■ ■■111■■IIIIL� Fil❑❑❑❑mFI ❑e FF7ed Dy Fe ❑[S❑FIrmy []or[][] of E❑❑Feerm ❑ ❑-Tnmay of emFFd❑FI ❑y ■-■ - ■■ • ■• 111 ■• ■■lF1ffi i ■ 11 111 ■■• • ■- ■1[i 111 111 ■ 111 ■ • ■[i - • III ■■■ - ■ ■ ■ ■■• ■ ■■ - ■■- ■111[- ■ Table A-8. Summary of Emissions from Construction of the Carolina Connector Project Source Category Emissions (tpy) NO, VOC ❑oao❑d ❑o❑®❑1E0❑ 3❑F❑ 21311 ❑ ❑-o❑d 11o❑®❑FF1611 1111211 2F❑ ❑ m❑d 1111 ❑❑ID❑ -- ❑F❑ Total Construction 48.85 14.08 Table A-9. Summary of Emissions from Operation of the Carolina Connector Project Source Category Emissions (tpy) NO, VOC ❑oEro❑d [ Merl]®❑ 2211111 1111111 ❑ ❑o❑d ❑ ❑er❑❑b❑ 131111 3®11 Total Operation 66.00 4.75 ❑-13 Appendix O CSX CCX Intermodal Rail Terminal and Rocky Mount to Bricks Second Mainline Improvements Edgecombe and Nash Counties, North Carolina Project No. 643009004 THIS PAGE INTENTIONALLY LEFT BLANK TF-bFMA-10. Construction Phase - INFFir-❑d S❑-rc❑ E FMF- ❑s ❑oEe❑ ❑o❑d F❑E[Or❑from 1111 ❑-❑ ❑D2❑ --- CC[ I ed of ISI I EI I I I F c rl I II id O II r I LI III VIII R THC H rl I D P r L d THC NOI I PMI II I PMI III I CO SO CO❑❑ E❑❑[[[i[ I D cr III I III III IP Ni II I b[r T I I IP P_ r D Y I r T r FI ell Ir _ _ II II r I II II I II _ rl _ _III r I II II I _ rl I _ _III I II Ir _ _III III r I :::1E[0❑fir❑ Off Road Dump Trucks 350 15 5250 6.3 260 4 0.59 0.16 2.52 0.01 0.01 0.15 0.003 536.41 Drum Rollers 131 1 131 2.9 260 3 0.59 0.22 2.63 0.40 0.39 1.51 0.004 536.21 Soil Compactors 253 3 759 1.9 260 2 0.59 0.38 3.82 0.18 0.18 1.26 0.004 535.78 Farm Tractors 500 2 1000 3.3 260 2 0.59 0.20 2.62 0.21 0.21 1.38 0.004 536.28 Excavators (large) 417 4 1668 4.2 260 3 0.59 0.20 2.63 0.26 0.26 1.47 0.004 536.28 Excavators (medium) 161 2 322 4.2 260 3 0.59 0.22 2.63 0.42 0.41 1.53 0.004 536.21 Bulldozers (medium) 166 3 498 3.5 260 2 0.59 0.41 3.91 0.27 0.26 1.46 0.004 535.68 Bulldozers (large) 312 1 312 3.5 260 4 0.59 0.16 2.51 0.01 0.01 0.14 0.003 536.41 Off -Road Water Truck 350 1 350 6.3 260 4 0.59 0.16 2.52 0.01 0.01 0.15 0.003 536.41 Road Graders 173 1 173 3.7 260 3 0.59 0.22 2.63 0.42 0.40 1.53 0.004 536.21 Loaders 180 2 360 2.9 260 2 0.59 0.38 3.82 0.18 0.18 1.26 0.004 535.78 Backhoes 77 5 385 4.4 260 2 0.21 0.98 5.22 0.55 0.54 6.50 0.005 693.26 Forklifts 93 10 930 2.5 260 1 0.59 0.62 5.42 0.75 0.73 3.98 0.004 594.37 Cranes 194 5 970 3.8 260 2 0.43 0.36 4.04 0.14 0.14 0.83 0.004 530.02 Asphalt Pavers 91 5 455 3.2 260 2 0.59 0.45 4.49 0.37 0.36 3.99 0.004 594.90 Asphalt Compactors 8 5 40 1.9 260 1 0.43 0.87 5.36 0.57 0.55 4.53 0.004 587.86 Hostler Trucks (listed as subgroup 96 5 480 4.8 260 3 0.59 0.22 2.63 0.42 0.41 1.53 0.004 1 536.21 ❑oEe❑ ❑o❑d F❑E[Or❑from 1111 ❑-❑ ❑D2❑ --- CC[ I ed of ISI I E❑ [E❑EIIC- THC NO❑ PM»PM❑� CO SO❑ CO -1-1 E❑❑�❑ D_ cr ❑MM❑ ❑bar❑ �C❑ ❑bar❑ FMCC ❑bar❑ FMCC ❑bar❑ SCC ❑bar❑ SCC ❑bar❑ SCC ::b0I1r11 =011 Off Road Dump Trucks 1.07 0.87935 17.20 14.111061 0.08 0.06619 0.08 0.06420 1.01 0.83016 0.0177 0.01450 3662.96 3005.46 Drum Rollers 0.04 0.01429 0.45 0.17021 0.07 0.02609 0.07 0.02531 0.26 0.09777 0.0006 0.00023 91.37 34.72 Soil Compactors 0.37 0.08968 3.78 0.91362 0.18 0.04373 0.18 0.04242 1.24 0.29987 0.0036 0.00086 528.94 128.00 Farm Tractors 0.25 0.10850 3.41 1.45637 0.28 0.11833 0.27 0.11478 1.79 0.76461 0.0047 0.00201 697.55 298.20 Excavators (large) 0.43 0.23418 5.70 3.11476 0.57 0.31278 0.56 0.30340 3.19 1.74253 0.0078 0.00428 1163.49 635.27 Excavators (medium) 0.09 0.05062 1.10 0.60163 0.18 0.09575 0.17 0.09288 0.64 0.35007 0.0015 0.00083 224.58 122.62 Bulldozers (medium) 0.27 0.11954 2.54 1.13988 0.18 0.07903 0.17 0.07665 0.95 0.42636 0.0023 0.00105 346.98 155.97 Bulldozers (large) 0.06 0.02835 1.02 0.45805 0.00 0.00186 0.00 0.00180 0.06 0.02568 0.0011 0.00047 217.69 97.85 Off -Road Water Truck 0.07 0.05862 1.15 0.94074 0.01 0.00441 0.01 0.00428 0.07 0.05534 0.0012 0.00097 244.20 200.36 Road Graders 0.05 0.02395 0.59 0.28473 0.09 0.04515 0.09 0.04379 0.34 0.16546 0.0008 0.00039 120.66 58.04 Loaders 0.18 0.06688 1.79 0.68134 0.09 0.03261 0.08 0.03163 0.59 0.22363 0.0017 0.00064 250.88 95.46 Backhoes 0.17 0.09863 0.93 0.52821 0.10 0.05602 0.10 0.05434 1.16 0.65749 0.0008 0.00047 123.57 70.12 Forklifts 0.75 0.24786 6.56 2.17201 0.91 0.30117 0.88 0.29213 4.81 1.59290 0.0048 0.00160 718.99 237.99 Cranes 0.33 0.16551 3.71 1.83706 0.13 0.06345 0.12 0.06155 0.76 0.37586 0.0033 0.00163 487.37 241.25 Asphalt Pavers 0.26 0.10829 2.66 1.09083 0.22 0.08957 0.21 0.08689 2.36 0.96828 0.0024 0.00097 352.08 144.53 Asphalt Compactors 0.03 0.00800 0.20 0.04914 0.02 0.00520 0.02 0.00505 0.17 0.04152 0.0002 0.00004 22.29 5.39 Hostler Trucks (listed as subgroup 0.14 0.08686 1.64 1.03235 0.26 0.16430 0.25 0.15937 0.96 0.60069 0.0023 0.00142 1 334.78 210.41 TOTALS ❑E1110 Com❑ ❑❑E1110 CCS❑ ❑H❑ CU❑ ❑lU❑ ❑1111❑ I ❑01:11❑ ❑1111❑ ❑E111» I1IIIIII 1 I1I1 ]❑l[[] 1111❑❑- Tm®A-11❑Construction Phase - O❑r❑❑d M❑bFFmS❑❑rc❑E❑ ®❑❑0❑❑ E❑ m❑m❑ F❑cL1Ir11 ❑❑d O❑❑r❑❑ID❑ L® W L ❑c ❑❑ID 11 mmm■1■1111■■■1mm■11111 Trm11 PLr Tri❑ PIT Tr® L1111❑EII VOC NOL PM1111 PM1111fl CO SOL] CO❑❑ V❑❑C0m L11c❑❑ID❑ ROW[] UJ11❑ D❑❑ Y1111r ® m ®m Fu❑ MITI FUD ®m ®❑ EIIE[I Fu❑ ®m Fu❑ EIIm Full ®ED Fu❑ ❑ m❑d ❑d lim 11 WIFM 1IIm1111 m ❑ ❑ ❑ - ❑ o ❑LY M o ❑❑❑ 12 ❑ 13 ❑ 3 ❑®illi ❑ ❑m11 ❑m❑ ❑m11 ❑m❑ 2111111 ❑11111 ❑ 11 111111M ❑ m❑d ❑d lim 11 WIFM FM[1-11m11d Ell] 111111 - HOE4 Moll[][] 12 ❑ 13 ❑ 3 ❑®illi ❑ 011] ❑m❑ ❑m❑ ❑E00 2111111 ❑11111 ❑ 111111m11 ❑ m❑d ❑d an ❑ KILL][] LIId I ❑= 111111 - 110 ❑❑Y Moll[][] 12 ❑ 1 L2 ❑❑ 313 m1 ❑ ❑ ❑m❑ ❑m❑ ❑m❑ ❑m❑ 2 m❑ ❑m1 ❑ 11 ❑❑m❑ ❑ m❑d ❑d an ❑ KILL][] EILL111 m 111111 - 110 ❑❑Y Moll[][] 12 ❑ ❑C3 1 ❑❑m❑❑ ❑ ❑m❑ ❑m❑ ❑m❑ ❑m❑ 2 m❑ ❑111 ❑ 11 ❑❑m❑ Emdoyee ❑e❑1Je❑[ILerCb❑d❑ ❑❑❑- ❑o❑j Mo❑❑❑ From M❑❑ES ❑❑❑ 13❑m❑❑ 12 ❑m❑ ❑[23 ❑m1 ❑m1 []FT[][] ❑mC3 32m❑ ❑ ❑-❑olid ❑ ❑Cer ❑r❑LL] ❑❑❑ - ❑o❑LY Mo❑❑❑ 3❑❑ 1 2❑❑ ❑ 2m❑ 1 11 m❑ ❑m❑ ❑m❑ 2-1 1 ❑m1 ❑ 1 1 A ❑m3 Mor, m■I■I■1■1 L ❑c ❑❑ID 11 mmm■1■1111■■■1mm■11111 NO❑ ❑b A ❑❑❑ W ❑❑ PM❑❑ LUb CSI ❑❑❑ W ❑❑ mmm m MIN ,11,11■1■Imm■in, SOL] ❑b A ❑❑❑ =00 11: ■ • ■■ mirE ■ Eliliumenii2iil ■ ■ Elyo ■r' ■ ■111■ ■IIIV ■IIIV 111■ ■111■■c ■111■■ ■ 111111■ ■• EM ■ Ir11FM ■ II ■■■1111 111 or, ■ ■111■ Ellin ■IIIV 111■ ■111■ c ■111■■ ■ ■■■■ ■• EM ■ Ir11FM IIE]EII ■■111 ■r' ■ ■111■ Ellin Ellin 111■ ■111■ c ■11 111■■ Ir11FM 1■■■■ 111 ■■■■ A■ 11■ mop, ■ ■111■ Ellin Ellin 111■ ■111■■c ■111■■ . II ■ • ■■■: ■ ■111■ ■111 0111 ■111 0111■ ■111■■■ 00, 1110c ■ FErm ■ ■■r ■ ■r' ■ ■111■ ■IIIV ■IIIV 111■ ■111■■c ■111■■ E❑ m❑m❑❑ L ❑c ❑❑ID 11 VOC LUb CSI ❑❑❑ WILL NO❑ ❑b A ❑❑❑ W ❑❑ PM❑❑ LUb CSI ❑❑❑ W ❑❑ PM❑m ❑b A ❑❑❑ =00 CO ❑b A ❑❑❑ =00 SOL] ❑b A ❑❑❑ =00 CO❑❑ ❑b A ❑❑❑ =00 ❑ ❑❑❑H❑ 211m 21111 13111111 1 ❑m 11 m 1 m 1111111 1 m 13 ❑m 1 ❑II 113 ❑m 312111m 2 d S❑Ir0❑❑ 2m❑E❑❑❑ 211fl❑E-111 311 ❑E LLL ❑[11 E -❑1 2E22E-1:2 2m❑E-113 1 EEI❑E-1:2 2m❑E-113 1 Em1 ELE1 211111:E❑❑❑ 1 11113E- 113 2[2❑E-❑❑ 213❑E❑❑2 3m❑E❑❑1 TOTALS ❑❑m❑ ❑m❑ ❑❑❑m❑ ❑❑m❑ ❑❑m❑ ❑m❑ ❑❑m❑ ❑m❑ I ❑❑m❑ ❑❑m❑ I ❑m❑❑ ❑m❑❑ I ❑❑❑❑❑m I ❑❑m Tm®A-12❑Construction Phase - VOC A❑❑❑❑®E❑ ®❑®❑❑ E❑ ❑®®d A❑❑❑❑IIII E❑ ®❑IIEC S❑❑❑❑❑❑❑Ad®❑® 1111❑ Emissions A❑❑❑❑TIT❑❑❑ ®11®11❑❑ F❑c®r F❑c®r Emissions (tons/day)' (tons/project) Hot Mix and Emulsified Asphalt 60,000 9.2 1.33 0.146 8.74 Hs a wvrx case exirnaLe, ure seasvnai aujuxrnenL iauur ivr 7 rnvnuu ui Paving way u�Aeu even uiuugn Paving iur uie PruJeu i�, e�Alrnareca w ue ov UcIp. A❑❑❑❑IIIA❑❑❑❑ ❑❑ID❑❑ 1111 ❑edem❑❑®❑demo ❑®❑®❑ ❑❑d m❑®Ce❑❑❑[:0 [][][]for He 110EEY Mo❑❑11[❑ori 1111olli❑ ❑-❑ I1 o❑O❑e ❑o❑-=7me❑❑ ore ❑ Me❑❑odolo❑y for ❑❑ ❑ from ❑m❑ElI[[] http://digita1.ncdcr.gov/cdm/ref/collection/p24990lco1122/id/650992 https://fIh.fhwa.dot.gov/resources/design/tools/cfl/documents/Estimat E=M❑Ci� of Ell lo El= f OEEb E� DEre Ellof ❑m❑d❑emEl®❑ ❑ ❑i2❑❑d®yd ingTable.pdf ■ ■ ■ ■ ■■- ■filll■Ili■■ - N ■ ■lir • ■■■■■ ■■ IIII ■� ■11 111 ■■■■� ■■■111■■■ [Ire ❑of ®e ❑E6 Ell]❑f❑❑❑1111❑❑f111Cb❑C:Ori6d io yd 222 E222 ❑ ar ❑er of []Elio 1111 of em d ❑fi6d ❑m❑El ❑❑[Lad ®❑pie ❑ 2 ❑ ❑El qd 2 ® ❑❑®❑❑ Em®❑f❑Emr ®2 I❑ ❑❑❑®orel of ❑m❑d® ❑2 Se❑EbEll ❑d®❑Tne❑Ef❑fir from El El d 33 for MEr=- ❑oCLam❑er❑ 133 ❑ Elm ❑er of ❑Ello❑❑ Der ❑Errell ❑17 E2 ❑ Elm ❑er of d Dy El for ❑❑®❑ ❑❑ Table A-13. Asphalt Application Rates and Weights for Estimating Purposes Application Rates and Weights for Estimating Purposes I Material Application Rate or Unit Weight ❑ ❑a e ❑❑C� ❑ ❑ J3 222 ❑ mCm3 113 ❑® I ❑10 El ❑o❑❑m❑d❑MT] 23211 mCm3 d 1111[2 1❑10El ❑m❑d❑❑❑lder ❑T[❑ ❑y ❑e®❑❑of m® ❑❑®Ell 1111 ❑y ❑e®❑❑of m® ❑rCme ❑o❑F- ❑lu❑ 10 2[211ICm2 Ead 1110 ❑[1[]❑ ❑d qd2❑ (Using Asphalt Cutbacks) ❑ane 1 IT[F] I Cm2 F1133 ❑ 1 qd2 ❑For e 7M ❑®❑ ❑rCme ❑o❑❑ 111311 ® 1 [211ICm2 LId 1110 ❑m❑ ❑d qd2❑ (Using Asphalt Emulsion*) ❑ane 1 [2❑ ICm2 FTI[2❑ 71gd2❑For ems❑®❑ ❑rCme ❑o❑❑ 1 ❑❑❑ IT] F2 Ell ❑dlbEll] (Using Asphalt Cutbacks) ❑lour ❑� ITEM d ❑�❑ I ❑qd2 ❑ Lme ❑fid [E] m ❑�❑® 1111 � ❑ Cme EO ❑1111 1111m ❑01111 ❑[2 ❑ CO ❑I❑ I�n FT]ITI❑ 1b ❑ ❑ 1 qd ❑ (Using Asphalt Emulsion*) ❑ane ❑OT❑ ICm FT1d ❑ ❑dqd ❑For eETIM❑TF❑ Fo ❑ Sell 11[2 1110 ❑[[[]❑ I 111[[[]❑ 10 ❑ ❑d qd ❑ (Using Asphalt Emulsion*) ❑❑ire ❑1111❑ ICm RC1 ❑ ❑dqd ❑For e❑1m❑ffm❑ Fo[1❑❑❑❑M❑ Id ❑rime ❑o-iT ❑113 IFIT] [233 [TI amEll] (Using Asphalt Emulsion*) ❑o❑oele, I 21111❑ mCm3 1111111111 11110❑ ❑13 ❑ I Cm FT112 ❑ ❑dqd ❑❑er ❑❑d ®Ub❑ M❑❑❑e❑❑lm ❑doride meFM Eir ❑Elly of 13 ❑e❑❑1ie❑2 ❑❑dam1101111 ■ �i m- ■ . r: ■■■■- ■ m- ■ ■c on on ■F 0101010111111■■■- .. ll ■ ■ - III ■ ■■. ■■- mrn ■■ ■- m . ■ - ■■� ■r: ■- ■■■■- m- ■ ■c ■■ ■ . 0- ■ ■r: r.. a■r: ■ Engine Description VMT (day) per vehicle Number Vehicles Table A-14a. Constuction Phase - PM10 Unpaved Road Emissions Emission Factors and Operating Limits AP -42 Emission Factor Parameters (Section 13.2.1) Operating Silt Content Vehicle Weight Hours Per Day k (Ib/VMT) N a b (tons) Emission Factor (lb/VMT) Emissions Control Efficiency (%) Uncontrolled Fraction Emission Rate (tons/year) Off Road Dump Trucks 32 15 473 Emission Factors and Operating Limits 0.15 8.5 0.9 0.45 34.7 0.33 70 0.30 8.6 Drum Rollers AP-42 Emission Factor Parameters (Section 13.2.1) 1 15 2.9 0.15 8.5 VMT (day) per Number Total VMT Operating Silt Content Vehicle Weight Emission Factor Emissions Control Uncontrolled Emission Rate Engine Description vehicle Vehicles (day) Hours Per Day k (Ib/VMT) N a b (tons) (lb/VMT) Efficiency (%) Fraction (tons/year) Off Road Dump Trucks 32 15 473 6.3 1.5 8.5 0.9 0.45 34.7 3.31 70 0.30 85.8 Drum Rollers 15 1 15 2.9 1.5 8.5 0.9 0.45 11.5 2.01 70 0.30 1.6 Soil Compactors 9 3 28 1.9 1.5 8.5 0.9 0.45 20.0 2.58 70 0.30 4.0 Farm Tractors 16 2 33 3.3 1.5 8.5 0.9 0.45 11.4 2.00 70 0.30 3.6 Excavators (large) 1 4 4 4.2 1.5 8.5 0.9 0.45 58.8 4.19 70 0.30 1.0 Excavators (medium) 1 2 2 4.2 1.5 8.5 0.9 0.45 21.4 2.66 70 0.30 0.3 Bulldozers (medium) 6 3 18 3.5 1.5 8.5 0.9 0.45 10.2 1.91 70 0.30 1.9 Bulldozers (large) 6 1 6 3.5 1.5 8.5 0.9 0.45 35.3 3.33 70 0.30 1.1 Off -Road Water Truck 47 1 47 6.3 1.5 8.5 0.9 0.45 35.0 3.32 70 0.30 8.6 Road Graders 27 1 27 3.7 1.5 8.5 0.9 0.45 16.0 2.34 70 0.30 3.4 Loaders 15 2 29 2.9 1.5 8.5 0.9 0.45 16.6 2.37 70 0.30 3.8 Backhoes 22 5 109 4.4 1.5 8.5 0.9 0.45 7.0 1.61 70 0.30 9.6 Forklifts 13 10 127 2.5 1.5 8.5 0.9 0.45 5.8 1.48 70 0.30 10.3 Cranes 38 5 190 3.8 1.5 8.5 0.9 0.45 32.8 3.23 70 0.30 33.6 Asphalt Pavers 8 5 38 3.2 1.5 8.5 0.9 0.45 18.7 2.50 70 0.30 5.2 Asphalt Compactors 8 5 38 1.9 1.5 8.5 0.9 0.45 4.6 1.34 70 0.30 2.8 Hostler Trucks (listed as subgroup of "Terminal 4.6 0.13 70 0.30 0.3 Hostler Trucks (listed as subgroup of "Terminal Tractors 23 5 113 4.8 0.15 Tractors") 23 5 113 4.8 1.5 8.5 0.9 0.45 7.3 1.64 70 0.30 10.1 Table A-14b. Construction Phase - PM2.5 Unpaved Road Emissions Engine Description VMT (day) per vehicle Number Vehicles Total VMT (day) Emission Factors and Operating Limits AP -42 Emission Factor Parameters (Section 13.2.1) Operating Silt Content Vehicle Weight Hours Per Day k (Ib/VMT) N a b (tons) Emission Factor (lb/VMT) Emissions Control Efficiency (%) Uncontrolled Fraction Emission Rate (tons/year) Off Road Dump Trucks 32 15 473 6.3 0.15 8.5 0.9 0.45 34.7 0.33 70 0.30 8.6 Drum Rollers 15 1 15 2.9 0.15 8.5 0.9 0.45 11.5 0.20 70 0.30 0.2 Soil Compactors 9 3 28 1.9 0.15 8.5 0.9 0.45 20.0 0.26 70 0.30 0.4 Farm Tractors 16 2 33 3.3 0.15 8.5 0.9 0.45 11.4 0.20 70 0.30 0.4 Excavators (large) 1 4 4 4.2 0.15 8.5 0.9 0.45 58.8 0.42 70 0.30 0.1 Excavators (medium) 1 2 2 4.2 0.15 8.5 0.9 0.45 21.4 0.27 70 0.30 0.0 Bulldozers (medium) 6 3 18 3.5 0.15 8.5 0.9 0.45 10.2 0.19 70 0.30 0.2 Bulldozers (large) 6 1 6 3.5 0.15 8.5 0.9 0.45 35.3 0.33 70 0.30 0.1 Off -Road Water Truck 47 1 47 6.3 0.15 8.5 0.9 0.45 35.0 0.33 70 0.30 0.9 Road Graders 27 1 27 3.7 0.15 8.5 0.9 0.45 16.0 0.23 70 0.30 0.3 Loaders 15 2 29 2.9 0.15 8.5 0.9 0.45 16.6 0.24 70 0.30 0.4 Backhoes 22 5 109 4.4 0.15 8.5 0.9 0.45 7.0 0.16 70 0.30 1.0 Forklifts 13 10 127 2.5 0.15 8.5 0.9 0.45 5.8 0.15 70 0.30 1.0 Cranes 38 5 190 3.8 0.15 8.5 0.9 0.45 32.8 0.32 70 0.30 3.4 Asphalt Pavers 8 5 38 3.2 0.15 8.5 0.9 0.45 18.7 0.25 70 0.30 0.5 Asphalt Compactors 8 5 38 1.9 0.15 8.5 0.9 0.45 4.6 0.13 70 0.30 0.3 Hostler Trucks (listed as subgroup of "Terminal Tractors 23 5 113 4.8 0.15 8.5 0.9 0.45 7.3 0.16 70 0.30 1.0 Assumptions k, a, b constants for PM10, PM2.5 from AP -42 Table 13.2.2-2 Silt Content % using mean value for Construction Sites from AP -42 Table 13.2.2-1 Emissions Control Efficiency is for Unpaved Road, basic watering, per: Olsen, Regg. Memorandum to Permitting Branch: Emissions Factors for Paved and Unpaved Haul Roads . Utah Dept. of Environmental Quality. March 10, 2008. Table A -14c. Construction Phase - PM10 Storage Piles Emissions AP -42 Emission Factor Parameters (Section 13.2.4) I Material (cu/yd) Material (tons) Emissions (tons) I k Wind Speed Emission Factor I (dimensionless) (m/s) Moisture Content (%) (Ib/ton) I 0.35 4.47 22.2 0.0000333 I 1,456,074 2,490,541 0.0415 I Table A -14d. Construction Phase - PM2.5 Storage Piles Emissions AP -42 Emission Factor Parameters (Section 13.2.4 k Wind Speed Emission Factor (dimensionless) (m/s) Moisture Content (%) (Ib/ton) Material (cu/yd)' Material (tons) Emissions (tons) 0.053 4.47 22.2 0.0000050 1,456,074 2,490,541 0.0063 1 The entire volume of excavated soil was used as a worst case estimate Wind Speed (U) 8-10 mph (in m/s) 4.47 Source: Moisture Content (M) 22.2 Source: Sample TP -02 http://climate.ncsu.edu/climate/ncclimate.htmI#factors P:\Transportation\Protects\Rail\CSX\6468-16-6133 CSX - Rocky Mount Intermodal Yard and Leads\Deliverables\Aaaendix C CSX Intermodal Lab Results.adf Amec Foster Wheeler document lists that 80.5% of sample TP -02 passes through 200 mesh, which is 74µm and the definition of silt in AP -13.2.4 page 1 Silt Content (%) Per internal discussion, the site has a Fines value of 80.5, but no way to determine the silt vs. clay content. Revert to average value. NOTE: The silt percentage is NOT the k factor. It is based on particle size. Confirm this refers to 10 microns and 2.5 microns k factor: <10 µm multiplier 0.35 Source: AP -42 13.2.4-4 <2.5 µm multiplier 0.053 Source: AP -42 13.2.4-4 "The particle size multiplier in the equation, k, varies with aerodynamic particle size range " (AP -42 Section 13.2.4-4). Convert cu/yd of soil to tons Maximum density of sample TP -02 in pcf (pounds cubic foot) 126.7 convert to tons/cu yd: 1.710 Table A -14e. Construction Phase - PM10 Wind Erosion Emissions AP -42 Emission Factor Parameters (Section 11.9) IMaterial Silt Content (%) Moisture Content (%) Scaling Factor I Emission Factor (Ib/hr) Emissions (tons/year)' I 8.5 22.2 0.75 0.24 1.06 1 As a worst case estimate, the caculation assumes that wind erosions emissions will occur 24 hours per day and 365 days per year. Table A -14f. Construction Phase - PM2.5 Wind Erosion Emissions AP -42 Emission Factor Parameters (Section 11.9) Material Silt Content (%) Moisture Content (%) Scaling Factor Emission Factor (Ib/hr) Emissions (tons/year) 8.5 22.2 0.105 0.14 0.61 1 Hs a wursL case esurnaLe, ane cacuiauun assumes LnaL winu erusiuns ernissruns win uccur <<+ riuurs per uay anu -503 uays per year. Calculation using AP -42 equations in Table 11.9-1. Select Operation=Bulldozing and Material=Overburden. P:\Transportation\Proiects\Rail\CSX\6468-16-6133 CSX - Rocky Mount Intermodal Yard and Moisture Content (M) (%) 22.2 Source: Sample TP -02 Leads\Deliverables\Appendix C CSX Intermodal Lab Results.pdf Silt Content (%) 8.5 Per internal discussion, cannot determine silt percentage from site samples. Use 8.5% AmecFW document lists that 80.5% of sample TP -02 passes through 200 mesh, which is 74µm, but no way to determine silt vs. clay partition. Revert to AP -42 fallback value of 8.5% silt