Loading...
HomeMy WebLinkAbout20061105 Ver 1_Complete File_20060714jaded jawnsuoo Isod %0l/pala(oaa %Og - ja6oldw3 uogoV 9AileLw!4V/?1un1ioddp lenb3 UV 8bL9-H9-LL8'I LOLO-98b(016) XV:I 6joF!Ienbialemou :19walul a?ln.iag jauiolSn,) OOf£-ffb (016) ouogd £bOS-I0f8Z JN `alUnanaCr._i bIL aimS - laajiS uaaa!) SZZ Xlgrnjlimmjo uoisiAlU rwlo.inD 411ON ?rj?vaniv. rut oar?ya o lsnw iouMo Mau agl `plos si ,Cl.iadoid agl3l -uoiluotiddr Mau r liwgns pur ZjMQ aql fgpou lsnw noX `a2uugo loo fold inox plnogS (Moliq pagipow ssalun) uoilroilddr .InoX ui pagiaosap uBisap pur asod_ind aql aol Xj;)jOS prlrA SI Iuno.iddr siq L •liuuad tot, fuiXurduiooor aql gltM a.ndxa ll>M Iunoiddr sigl •suoilrlnSa.i pagslaleM XjddnS i;)jrM pur oSmtjosiQ-uoN `louuoD uoiso.ig put, luauiipaS (ol paltwil lou lnq) Suipnloui loafo.id inox glint paaoo.id noX 31gl;)q sliuuad boot .io alrls `ltiiopa3 iaglo Xuu a.iinbar plnogs noX `uoilippu uI •sl;)3ui2uH jo sdioD aql Xq ponssi bl liuiiad apiMuoiluN aq) of spuodsauoo uotluogipao siq L 'tot,£ .iaquwnN uoilrogtlaaD Xlileno njuM lrlauz)D Xq P313AOD a.Ir slordun asagl lugl papioap anuq aM `uoilroildde .inoX SUIMatna.i 1al3V '9002 `I I Xln f paAM331 `OHQ 9 uoisinlQ `oxlad wif 'iW Xq 9002 `9Z aunf palliuigns uoilroildde moX glint aauep.iooor ui palonalsuoo aq lirgs loafo.id aqZ •;aa; aeau.1 SF .;aafo.ad io3;aedwl weaa;S Ie;o.L All Sb 3'I Sb Ie;OZ dwo «9£ Al Sb Al Sb I ;3 aeau!I uo!;e; IJ!y?l (;3 ?eau!I) Nuij!nbaH (;3 .1eau!I) (;3 .auaull) weaa;S ().; .1rau!I) ().; Itaull) weaa;S wuaj;S yulssoa s;aedwl ;audwl luluuand u! weaa;S letuuaaad ;ua;l!waa;ul ;ua;;!waa;ul ul weaa;S weaa;S fe;O L II!3 S miodwa,l, u! 11!3 ;uauewaad u! 11!3 Pfau iodwa l IIl3 ;uauewaad a;!S u!sug aaA!d jagwn-l aq; ui slaedwl weaa;S :XlunoD sngLunloD ui `puOW saulD fJuaH `SObi 2IS of SluaU.lanojdwi XuMproi ifuiluauialduli ,Io asod.znd aql ao,; slordwi BuiMolloj aql .io3 `Molaq palsil Suoilipuoo agl glint aouup.1033V ui `Iunoidde ino anuq noA uosgiH -1W au3G ZO£8Z UUII01VD gllON `3111A3ll3Au3 OS 11 XOg 'O'd 9 UOISIAIQ `JOQDN .IaaulSug uoisiniQ `•H,d `uosq!D ?T kua L '-iW SNIOIIIUN103 'IVNOI.LIQQV q;lM `NOLLa3I3I.LHH3 A,LI'lVfla Hg LVM I Ob 3O 'IVAOHddd 9916£ 'ON laafo.id alelS p13021 saUiH XJUDH `50171 2IS 501190 'ON loafOld OWI SlunoD sngwnloL) 90OZ `bi Xinf 4igrno lalrM 3o Uo!s!Aia .101aa11(1 "Fl-d'1;)wgN 'M UIV sao.inosall Irtnirtl pur luatuu0JiAUd,10luowinda4 rugon,) glJON , JrlaIaaS ' Jf ssoll J wrgl!M H1waAO '(alsr.:I ,q largailp JAA ?ot L I-No 76 P6el d -?o d jaded jewnsuoo lsod %0llpalotoaa %09 -1aAoldw3 uolloV anlleuulyVlla!unlloddo lenb3 uy 8VL9-U9-LL8-1 LOLO-9817(016) XVd 61o•%penblalem0u aawolul a0!n1aS 1awols 3 00ff-ffb (016) auogd ft7g-IOf8Z )N `all!nallaArd bl L OvnS - halls u. 3.1!) 9ZZ A1grno 1alrM 3o uo!sint0 ru(lo1L,) 41JON ?van? y ru[ Ono N au0 Isnw iaumo nnau agl `plos si Apodo.id ag131 •uoilroilddr Mau t, Itwgns put, oMQ aql X3ilou Isnw noX `oOut,go loafoid .inox plnogS •(Molaq pagipow ssalun) uoilroilddt, .inoX ui pagt.losap Oisap put, osodind aql .to3 X1310S pilt,n si lt,no.iddr sigd, •liuuod to}, SuiXundtuoaar aql glint oiidxa lliM lrno.iddr siLIL •suotlringa.i pags.talrM XlddnS nlrM put, aSirgosiQ-uoN `loguoD uoisoig put, IuowipaS (ol paliwil Iou Inq) 2uipnl3ut loafold inox glint paaoo.id noX a.tojaq sptulad lrool .io alrls `lw;)pa3 iaglo Cut, aiinbor plnoqs noA `uotltppr ul -s iaaui2ug 3o sd.ioD aql Xq panssi bl Iiuuad apiMuogvN aql of spuodsa.uoo uoilt,oggno sigl 't otb£ .iagwnN uoproggnD f4quno .ialrM lr.iaua0 Aq paSanoo atr slordwi asagl It,gl paptoap ant,q ant `uoilroilddr .inoX 5uiMatna.i .Ia13d -90OZ II i XIn f pantaaw `OgQ 9 uotsiniQ `oxiag wif -.iW Aq 90OZ `9Z aunf palliwgns uoilroilddt, .inoX glint aout,plooor ui palonalsuoo aq llt,gs loafoad aqj, •laa; araull SF .laafoad io3 laudwl wua iIS IuTo.L 3'I Sb All St, In3o.L dWD «9£ Al St7 Al St, T ?; .><uaall a01182111 IV (13 araull) MulalnbaH (1,1 araull) (l3.1gaull) weanlS (l3 araull) (l3.1raull) mails weaalS # :Ja,ssoa;) sloudwl laudwl leluuand ul wuaals luluuaaad lualllwaalul lualllwaalul ul weaijs weaalS Ie1oJL lll3 heaodwas u! 1113 luauuwaad ui lll3 Siciodwa jL 1113 luauuwaad al1S ulsug aan d jagwn-l aql ul sloedwl wuaalS :f4unoO sngwnloD ui `prOll MID fauaH `50t1 2IS of sluawano.tdwi Xiompro.i ifuguawoldwi 3o asodind aql ioj slordwi 2utmollo3 3gl103 `Moloq palsil suoilipuoo aql gliM aaut,piOOOr ui `lrnoiddle ano ant,q noA uosq!q -jW .iraQ ZO£8Z rutlo.i ID gl.toN `allinalJ;)XVd 0911 XOEI 9 uOisiniQ `1000N 133ut2ug uoisini(l ` 9'd `uosq!g '21 Kuz),L,lw SNOI.LIQNOa 'JVMoI.LI(lQV g1iM `NOLLV3I3I.LH3J A,LI'lVfla 2I2t.LVM TOb 30 'IVAO'Iddd 9916£ 'ON loafoad;)WIS pt,oll sauiO , lUGH `90t7I WS 501190 'ON Ioafo.id OMQ AlunoD sngwnloO 90OZ `b i Slnf ? Biro talrM jo uois!nt(l 10100110 ..3.d 'lawll)l A urlV saalnosmd lrmlrN pue luawu011nug •lo lu0w11rd3Q ruyolr7 g1ION ,C1r1aloas -if sso-d D wrgl!M lowanof ?)`,(alsrg :1 larg0!W ?okwll d?1bM d .uotltogilaao stgl X3tpow pule allenltnaat Xtw dMQ `aouttldwoo wnsst of Xitmoou 3.tt suoilipuoo 13gl.zn3 ltgl .to `p3110101n ftaq st mlel lle.t3p33 .to 31tIS 1tgl .to (asn panatgot .to paltatsap U utlelsns oI a.tnltt3 aqI 2utpnlout) Iaw Oui3q Iou wit smlel .to spitpulels gons legl sautw.talap OAA a 3I .mlel Ivnpa3 pule altlS 3o sluawa.ztnba.t alleudo.tddt .taglo ,Cut pule (lod aaltM ule010 agl3o (p)£0£§ qj!m oouttldwoo wo.g Supinsw sluawaimbai Cut Sutpnlout) spitputls filtllenb .zaltm altlS gltm lualstsuoo .tauulew le ut satlTnilot slt Ionpuoo llegs slua2t pazi.toglnle sp put aalltwnd oq j • I I •paltgtgo.zd si s.taltm aole3xns of Iuaotfple .to ut Iuawdtnb3 .taglo put s.tapaaso.tpfq Ino 2utgstm put sasnlxtw paaso.tpXq 5ut?1tg3s1Q •0i •uotlleogtytao stgl Xq p3zt1ollnle a.zagm Idaoxa l3uuugo tutogs agI wo.t3 pa2pa.ip aq lltgs slut.talew aaglo so puts '130-1 ON -6 •sltualleux oixol .taglo to `sptnl3 oilnu.tpXq `sluleot.tgnl `slon3 wo.t3 s.taltm wuatls 3o uoprutwtluoo Iuana.td of poutlelumu put p33o3dsut X11leln2oi oq Ism s.taltm 3ot3.tns .ttau paltaado Iuawdtnba p3ztutgo3w ltd •8 •wta.t;s 3qj olui slutlnllod .t3llo 3o uotlonpo.tlui aqI aonp;)l put uotluluawtp3s oztwtutw 01 zapio ut lauutgo wtatls aqI ut utgl .talllei s)luleq all wo.g paltaado aq lltgs Iuawdtnba AA'e3H 'L •.tallem SutmoU ui uotltntoxa lu3n3.td of pasn aq lltls satnlontls UOIS13AIP .rallo put swlepaa33oo `suu3q ? ow `s2tgpules sle gons llenulew satli^tlod aoutualuttyg put uotlonzisuoo LOQDN3o uots.tan luanno isow aqI wo.g swnsleaw dW9 panoiddd •ta.tle Niom Xip le ui polonpuoo aq lllegs snpam wtazls of Iuaotfpt .to ut Niom Ild '9 •agtssled a3il oillenbv opadwi Iou s3op j! Itgl .tauutw le gons ut slauutgo wt3ils ut paoleld aq llugs uotltztltgtls wleazls zo3 paotld dtz-di.t Cud •poziwiuiw ag Iltgs 311uW .t3IleM 1121H Ituuol l aqI anogle dt.t-du3o asn aql •5 •suotltpuoo oigcbowoa2 Irinltu of paaolsai aq plnogs swtazls put suttldpoo1l pagtnlsiQ pogtpow aq Iou plnogs fuisso.to aqI molaq put anogt wta.tls og13o algo.zd put u.zalltd `uoisuawtp aq L •y •s.ta33nq uleittdi t paloalo td £ io ` S•ll 3g1 3o s.taltm ut palltuuad st puni Xule3o luawdtnba3o 2w2tls ou `Ioafold ag13o uotlottt suoo oql 2ui.zn(I 'sllt3I qsg put a3ti oqunbt algtssod put Hd p31len313 103 ltilualod aqI of anp szaltm 33le3 tns of paRztgostp aq Iou plnogs o1wouoo pa.tnoun sloleluoo Xllualtanpleut Ilegl 331% •.tallem wrwis put alatouoo gut.tno uaamlaq loleluoo loa.ztp Iuana.zd of pauttluttw aq plnogs tare 3liom iap le `uoilongsuoo $uunp pasn si ala.zouoo3I •Z •pa.zinba.t oq lltm uoiltogtpow ltuuad le Iou to .zaglagm autw.talop of put paaooad of moq uo aouleptnO .to3 ()MQ DN aqI louluoo asleald `uoilotvlsuoo 2uunp p3i33unooua s3anlta3 Futltwil i3glo .to )13olp3q of anp law 3q of algtun si uotltpuoo stg33I 'aMQ Xq Ouilu-tm ui polsonbaz3t pauttluttw Sutoq st wntigtltnb3 aqI Itgl aouaptna 3ptnoad of paainba.t st lutotlddle aql •sa.mlontls anogle agl3o wlea.is umop pule wle3.tlsdn .io of Iuaotfpt `s)luleq to spagwtaals .to sputllam 3o wnt.zgtltnba-sip ui Ilns3.t Am ltgl .tauumu t ui palonpuoo aq Iou lltls sa.tnsleaw lo.tluoo uotson Ammodw3I 2utpnlout sa.mlotuls 13glo put s113nlno3o Iu3wa3tld put OisaQ •a3tl otltnble put 131tm 3o 32tsstd mol3 mol molls of `sagoui St, ulegl ssal.talawletp le ftntq sltanlno .to3 .talowletp l.zanlno 3gl3o Iu3mad OZ Put `sagoui gl, ump aalleaA .talawletp le gltm s113nlno lit, .to3 looj auo Xq pogwleaus aql 3o u011tn013 aqI molaq paotld aq lltgs sputllom put `swta.tis `s.tallem ui sainlonals .taglo put sl.tanlno 30 luawaoleld :suoc;Ipuo3 Iuuol;Ippd :5uimollo3 aqI sit llom sle uotltogtl.tao pagotllt ;)III ut palsil suotlipuoo aqI of 313gpt Isnw noX `ptltn utlewa.z oI ltno.tddle stgl 10-4 •(L) Put (9) (q) 9050' HZ DVDN d5i ut paquosap sic pwinbat 3q XrLu uotltBiltw fjolesuadwoo `1333 ztautl 051 paaoxa (a.tnln3 a1q1 ut 30 mou) swleazls 01 sloledwt llel0l3o io `am, auo paaoxa (atnlit3 aql ut io mou) loafotd stgl zo3 sllg puullam ltlol3l •suotltpuoo aqI lit, gltm SuiXIdwoo io3 algtsuodsa.t Xgwogl si put `aallal ltnotddu put uoiltog!voD sill 3o Moo t u3A12 oq Z aftd 900Z 't 7l Xlnf g•d `uosgtO •Z kuil '-tW 'tb0b£ 'ON uotluog 1131 lr.iauOD ut 61 'oN uotltpuoo sapaozadns uoilipuoo sigl -pL uod It,.iopa3 to{, 2uiXurdwooor all ql!m a.itdxa lltm lrnotddr stgl 'OZ •loafold all jo uotlaldwoo uodn pa.iolsa.i opu.u9 Ir.iniru aql pur panowa.z oq Ilt,gs Call `algt,ptonrun si s.iolrm pur spurllam ut saoinap loiluoo uoiso.ia pub, luawtpas jo luowoorld31 •uotlrogil.iao slip Xq pano.iddr asim.taglo ssalun s.iolum io spurpom ui paorld aq lou llrls soinst,aw Io.iluoo uotso.za put, luowipos '61 -loll lo.iluoD uotlnllod uotluluawtpaS all jo sluawo.itnba.i aql ql!m oouupiooou ui uoiluwrloa.i all ql!m Xldwoo lsnw uotlrluawaldwt pur samsuaw uotlrwrloa.i olj •p -Innunyy ,?fu.tu!H a.)gfms nutlo tvj q roM aq; Jo UOIS13A luaoaa lsow ail lltm aourpaooor ut pautrlutrw pur `polr.zado lpallrisut `pau2ts3p aq lsnw sainsraw loAuoo luawtpos put, uotso.ia all `salts ltd mouoq .io3 •o •loofold all gltm polrtaossr slid mouoq pascal so poumo-.iolor.iluoo Butpnlout `sloofoid (plods) oltd alsrm pur `salts moa.ioq `salts uoilowlsuoo llr uo pouirluirw aq llrgs saotnap 31 41 •Innunn joaluoD uoisaij pun ;uaurtpas nullodnj tlla%I all 3o UOIS13A luaoaa lsow aql ui pagtoods sluowa.unba.i all `paaoxa io `Irnba Xogl lugl gons aq lsnw soinsrow loiluoo uotsoaa pur luawtpas all 3o oouruolutrw put, `uotlr.iodo `uoilrllrlsut `u2tsop oq L •q •Innuv" uBlsaQ pun 2u7uunld to-4moj uol.vaig pun iuaw.tpas nuilodvj gidO l all 3o UOIS13A luaoa.i isow aql ql!m oourp]ooor ut pouirluirw pur `palu.iado `pollrlsui `poatsop oq lsnw laa fond oql .io3 swnsrow lozluoo luowipas puu uotsam aql •r :sp.iupurls s.zalum oor3ins loalo.id of .iap.io ut saoilor.id luowafrurW lsog gons 3o oouruolumw puu uotlwodo puu uoilt,llulsui `uBisap aado.id aqa i?utw3no2 suoiluogtoods llr ql!m oourildwoo lln3 ui aq lsnw saoilowd loiluoo luowipos put, uotso.ig •81 -sailintlor uotlanAsuoo pro.i wo.g lordwt loa.itp r st lrll oouis paatnba.i aq lltm uotlr2tltw k1olrsuadwoo `swra.ils .io sput,llam ui palrool aq salts mouoq .io alsum plnolS -uogrogtpow olrtidoiddr lnolltm ltwuod sigl gltm palrtoossr s.ialrm .io spurllam lruotlotpst.tnf °olui Irsodsip olsum io `wo.j uogrAraxa ou aq llrgs a.raq L 'L l •uoilon.ilsuoo 3o uotlaldwoo Outmollo3 uosras OutmoB oql jo pua oql Xq loafo.id all jo sltwil uoilorulsuoo all uiglim pagsilqujsaai aq lsnw uotlula23n umirdt.i antprN '91 •palaldwoo uaaq suq uotluogtliaj lob ail ut popnloui Niom llu uagm OMQ Xj!lou of „uuo j uotlaldwoo jo uotlrogtl1a3„ posoloua aql iunpi pur olaldwoo llrgs maut2ug uotstntQ LpQDN ail `loafoid aql jo uotlaldwoo uodfl 'Sl •uoilrogtl.iao stgl Xq pozuoglnr ostmioglo ssalun paltgtgold air Sutoua3 ail utgltm scam of slordwl •satltntlot, i?uiq.inlsip purl ,Cut, of joyd guiauaj algist^ Xlqi?tq Xq pg1rw Alivolo oq llrgs uotluzt.ioglnu sigl Aq panoiddu aoptuoo uotlonzlsuoo oql utglim palrool , iupunoq ialrm io puullam `1;)jjnq aptslno aqL •.ia9uuuw loafold alts-uo aql pule ia3ui2ug uotstntQ ail gltm pautrlutrw aq llugs `Auu3t `suoiluogtpow luonbasgns Ilu put, uoilrogtl-ioD A4tlrno .ialuM all `uotltppu ul •sawtl llr jr alts uotlonalsuoo aql uo polsod aq Ilrgs uotlrogtlioD fggrno .talrM stgl jo Xcloo d '£ l •uoiluogtl.iao sell Xq pazuoglnr asim.iaglo ssalun `l :£ urgl aallr13 ou sadols lu paould oq llugs spurpom Iuuotloipst.inf ui palrool sadols llg IIV 'Zi £ a3t,d 9002 `bI Xlnf •g•d `uosgt'J -d kua L *-iW 3op•P21sau1 j)C.ma4 S0b I is 10 ) ,Woo opj Od_q sz)pA leuuoD Iluf loa/spuepM i Ob `sSutp!-d go21 9oU3O ieu014a-l alltnajj;)XeA `2I'IQ aotj3O p1a41 uoj5utuclTM `si3autSu9 jo sd.ioD Auud Sfl `iaouadS pimpig 133g3O leJuauzuoitnu9 9 uotstntQ `031.19'd uu f 3og3O 13ugst(j dioD Auud Sn uojSutwpM :oo (uuo3 uoip1dwoD3o ajvogpjoj put, u0proiUpIOD 1101 9) sIuauzgaelld •9•d `)hull? 'M uelV cva" C'rr, " ` ?Cla.iaoutS '£0££'££b (016) lt, aUtland UQN 3aeJu03 aseold `suotlsanb XUB aneg noX 31 •jod jzjlaM uealD aqj jo l Ob uotlooS jopun Xjtleno ialeM 3o uoistntQ aqj Jo matnaa aql salaldwoo iollol sigL •Suut,aq e zo; Nst, nog, ssolun Outputq put, leu3 aae suotltpuoo slt put, uoPt,ogtJao SRL '669LZ 'D'N `0ta1e21 `aa;uOD 30TA13S VuW bIL9 `s2ut'eaH antje.ustutWpV jo ao33O aql of sajnjlejS lt,iauaO eutloieD gpoN aq;3o flOSI .zajdegD of suuojuoo;egj uoppad ua:ntam a puss `2uueoq e aoj else of •.zal4al stq; antaoai noA leg; alep aq;3o sXep 09 utgltm loe lsnw noA •i?uueaq ljo;eotpn(pe ue .zo3 3lse XLw noA `uotlt,out:zao stgl jo suotltpuoo agi jo ,Cue;daoae 4ou op nox31 V a5t,d 900Z It, i Xlnf 9•d `uosgtJ '21 kuaZ 'iW rem s a STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY. GOVERNOR LYNDO TIPPETT SECRETARY Jui.Y 5, 2006 NCDENR Division of Water Quality John Hennessy 2321 Crabtree Blvd. Suite 250 Raleigh, NC 27604-2260 RE: Minor Road Crossings / SR 1405 / Columbus County State Project # 39166 USACOE NWP#14/ NCDENR WQC 3404 Dear Mr. Hennessy: Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road Crossing (Culvert Replcament) along SR 1405 (Henry Gines Rd.) in Columbus County. The project will be completed in compliance with NCDENR Division of Water Quality General Certification 3404, and, USACE Nationwide Permit #14. In discussing the project with Richard Spencer ALOE, it was determined that no notification was required to the Corps of Engineers This project is being submitted under the 401 Automated Payment Procedure. The State Project Number is 39166 and, the permit fee is 200.00. A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville Regional Office. If you should have any questions or comments regarding this notification, please feel free to contact me. S'ncerely, James /VRerko, PWS Division 6 Environmental Officer P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone (910) 437-0208 - Fax (910) 486-1959 >~WW' STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR U.S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN: Mr. Richard Spencer NCDOT Coordinator Dear Sir: Subject: W. LYNDO TIPPETT SECRETARY ?? June 26, 2006 DRO JU(1 <5 0 oN 1,20 lo NQS,q T( gS O?uA(lI 06 470 "RqNC19 061 Notification for Nationwide Permit 14 (Minor Road Crossing) NCDENR 401 WQC 3404 Culvert Replacement SR-1405 (Henry Gines Rd) Columbus County State Project Number: 39166 U5 The North Carolina Department of Transportation (NCDOT) has scheduled to grade, drain, base and pave SR-1405 (Henry Gines Rd), in Columbus County. Total project length is 0.55 mile. The roadway will be widened from 16 feet to 20 feet and stabilized grass shoulders (6 foot) will be provided. This project will require the replacement of one (1) wet cross line as shown below: Crossing Roadway Station Existing Culvert Proposed Culvert Crossing #1 Sta. 03+85 30 LF 30" CMP 75 LF 36" CMP New stream impacts = 45 linear feet Construction of this project will require impacts to waters of the United States in the Lumber River Basin. Crossing #1 an UT to Uncles Branch (C;Sw) located in 03040203 hydrologic unit, and subbasin (03-07-51) Crossing #1 conveys an UT to Uncles Branch. The UT to Uncles Branch is an intermittent channel that has a bottom width of four (4) feet. Contributing drainage consist of runoff from impervious surface (SR-1401) and surrounding forested and agricultural lands. Though the 30 LF 30" CMP possesses adequate conveyance characteristics, a 75 LF 36" CMP will be installed. The increase in size and length will accommodate aquatic life movements (7 inch pipe bury) and P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone (910) 437-0208- Fax (910) 486-1959 provide a more efficient culvert entrance. Currently, runoff is forced to make a 90° bend into the pipe. In this instance, skewing the culvert will provide a superior alignment. RESOURCE STATUS In general, there will be minor impacts proposed as a result of replacing the culvert along SR- 1405 (Henry Gines Rd.) in Columbus County. Fourty-five (45) linear feet of stream impacts are expected. A Nationwide Permit #14 / NCDENR 401 WQC 3404 is required for the project. Endangered Species: Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of January 29, 2004, the U.S. Fish and Wildlife Service lists five federally protected species for Columbus County. Federally Protected Species for Columbus County SCIENTIFIC NAME COMMON NAME STATUS Acipenser brevirostrum Shortnose Sturgeon E Picoides borealis Red-cockaded woodpecker E Menidia extensa Waccamaw Silverside T Thalictrum cooleyi Cooley's meadowrue E Lysimachia as erulae olia Rough-leaved loosestifie E "E" denotes endangered (a species that is in danger of extinction throughout all or a significant portion of its range). T(S/A)- Threatened due to similarity of appearance, a species that is threatened Due to similarity of appearance with other rare species and is listed for its Protection. These species are not biologically endangered or threatened and Are not subject to Section 7 consultation. A biological conclusion of "No Effect" was reached for all species during the June 14, 2006 survey for protected species. Protected species were not identified, nor, was the general habitat for each species identified. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401 WQC 3404 as required by the above-described activities. The National Register was reviewed in addition to conducting a field view of the project for significant historic features. The project impacts are minor in nature and should not remove or degrade existing water quality uses. Pipe sizes proposed should address most flooding concerns, but they will not eliminate the potential to flood. Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad location map and photographs. If you should have any questions, or, need additional information please contact James J. Rerko, PWS at (910) 437-0208. Sincerely, i Jame J. Rerko, P W S Division 6 Environmental Officer ATTACHMENTS Cc: John Hennessy, Division of Water Quality (7 copies) Ken Averitte, Division of Water Quality (1 copy) Terry Gibson, P.E., Division Engineer H. L. "Drew" Cox P.E., District Engineer Freddie Edwards, County Maintenance Engineer Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. 2 0 0 6 1 1 0 5 (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information Owner/Applicant Information Name: Terry R. Gibson, P.E. /NCDOT/Div 6/Division Engineer Mailing Address: P.O. Box 1150 Fayetteville, NC 28302 Telephone Number: 910-486-1493 Fax Number: 910-486-1959 E-mail Address: tgibson(a?dot.state.nc.us 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: James J. Rerko,_PWS Company Affiliation: NCDOT/Div 6/Division Environmental Officer Mailing Address: Same Telephone Number: 910-437-0208 Fax Number: 910-486-1959 E-mail Address: iirerko(a?dot.state.nc.us III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map Page 5 of 12 and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: SR-1405 (Henry Gines Rd.) 2. T.I.P. Project Number or State Project Number (NCDOT Only): 39166 3. Property Identification Number (Tax PIN): 4. Location County: Columbus Nearest Town: Cerro Gordo Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Hwy. 87 East to Hwy, 131 South. Take Hwy. 242 towards Boardman. Travel to Hwy. 76, turn right, then turn left immediately on to Church St. Travel to Railroad St. turn right. Then left on to Cherry St. Then right on SR-1401 (Otto Nance Rd.) Travel 0.7 +/- miles turn left on to SR-1405 (Henry Gines Rd.) 5. Site coordinates, if available (UTM or Lat/Long): Crossing #1--(34.309178.9415) (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 3.97 Acres +/- 7. Nearest body of water (stream/river/sound/ocean/lake): Uncles Branch (C;Sw) 8. River Basin: Lumber River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/adrnin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Unpaved secondary road, with existing 20 foot dirt road with maintenance limits 60 foot in width. Surrounding land use is rural residential /agriculture. 10. Describe the overall project in detail, including the type of equipment to be used. In bringing SR-1405 (Henry Gines Rd.) up to current safety standards, i.e. 20 foot paving w /6 foot stabilized shoulders and 3:1 side slopes within a 60 foot right-of-way, NCDOT Page 6 of 12 must impact upon 45 linear feet of UT to Uncles Branch. The existing culvert is severely deteriorated with ioint failures and must be replaced. Impacts were minimized as much as possible; 3:1 side slopes are required due to the sandy material found in the area and the inability to stabilize such material. The culverts will be replaced utilizing a track- hoe excavator. While front end loaders will place material. Eventually, a motor grader will finish grade the protect prior to paving. 11. Explain the purpose of the proposed work: By Statue, NCDOT is required to pave all unpaved Secondary Roads. To ensure that the roadway meets current safety standards, the road will be paved to a width of 20 feet, 6 foot grass shoulders will be installed on each side and 3:1 side slopes will be provided within the 60 foot right-of way. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. None V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. None VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Remove and replace culvert along SR-1405 (Henry Gines Rd.), which is necessary to provide the minimum safety standards. Page 7 of 12 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0.0 acre Total area of wetland impact proposed: 0.0 acre 3. Individually list all intermittent and perennial stream impacts below: . Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? specify) Crossing #1 Culvert 45 UT to Uncles Branch 4 ft. Intermittent * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www. topozone. coin, www.mapquest.coin, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 45 LF. Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact (acres) Name Waterbody (if applicable) s) Type of Waterbody (Lake, pond, estuary, sound, bays, ocean, etc.) N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that applies): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The existinL, culvert is severelv deteriorated and must be renlaced. The nronosed culvert has been lengthened a cumulative 45 linear feet to meet current safety standards. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to Page 9 of 12 freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): 0.0 Lf. Amount of buffer mitigation requested (square feet): 0.0 Ft2 Amount of Riparian wetland mitigation requested (acres): 0.0 ac. Amount of Non-riparian wetland mitigation requested (acres): 0.0 ac. Amount of Coastal wetland mitigation requested (acres): 0.0 ac. Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. AT / A -- XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Erosion and Sedimentation Control Plan shall be incorporated into the Construction Plans XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). None /) n Applica t/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 Proiect Location Man SR-1405 (Henry Gines Rd.) Columbus County. V .Q E 0 O V %NMi Z LO O r 1 a, pO pO O O ?t N N r O O O O Z -I'& Wz zo u z? a? oV) z 00 W U cn O W W O f-- ?LL- na -------- ';.R. 1405 ' m s s W z z a O z V) G Q V; O? z 0u O Ln Q? rl- Cr z n a 0 O z V) X W 0 W re-) Wz zO J? zD Q? 0 V z C)O W U 0n? WW O I- G:? II n Q N ti 0 of O 0 O N 0 0 C O L) U 7 U) C O U 'O a) U) O a O o. 0 0 0 ?D Ln v O 0 0 Ln N O O Ln N J _n IL W 1 It,. ' ' W z 1 L. .6 ( j I } I O y 1 l_ 0 N rOOi w C N LL- w I 0 Lin N 0 11 Q. O O I _N W I 1 ' I__I__. U II W 1 o 0 U? II v + ° o N U I ° II } 1 I) W I 1 I 1 IZ I' I ~ N ?I °i 0 J? 0 0 In + Irl I I b O I CD L n C Q 00 LP LO M O ID O O N O Cl) LO O C m U N 4= O d Q .Q n 9 Z C .? (Jl Ql O O O i i i 0 0 LTI 0 V , FT? - a D W -? 0 rl C-71 FT-1 0 0 0 N CT1 B R ? I \ ctl a a IS -a I o 0 a m as co Lrlp N ;Ja I a m 02 Ln oxm oM I N m 0 z - m r N ? r fl ? 1 ?I as u+?n m -? x a x v_ I W -4 o a M z o m v o m z < a m u+ M A LO a ;n ?n 0 n x a co Ln o ? 1 O .N cn m 0 0 0 %q xE r _ 1 J• .;A gf•• r Y- i