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HomeMy WebLinkAbout20160438 Ver 1_Application Part 2 Email_20160503Carpenter,Kristi From: Sent: To: Cc: Subject: Nicole Thomson <nthomson@sepiengineering.com> Tuesday, May 03, 2016 7:50 AM Bailey, David E SAW; Wrenn, Brian L Carpenter,Kristi; Wanucha, Dave; Parker, Jerry A Bridge #270 over UT to Travis Creek on SR 1552 (Barber Rd), Alamance County; WBS # 17BP.7.R.63 - Part 2 Attachments: Bridge270_Alamance_USGS.pdf; Bridge270_Alamance_Soil.pdf; Bridge to Culvert Justifaction 000270 .docx; arch and shpo attachments.pdf; SR 1552 - Bridge 270 - Division 7- STR - CF 02.pdf Follow Up Flag: Flag Status: This is the last of it! Thanks! Nikki � ' Follow up Completed Nicole J. Thomson � Environmental Project Manager SEPI Engineering & Construction 1025 Wade Avenue � Raleigh, NC 27605 Cell: 919.754.7806 � sepiengineering.com Connect with us: Linkedln � Twitter � Facebook Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be subject to the attorney-client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive this in error, please notify the sender by reply e-mail and delete this message. Thank you. � � G�� ���� �'�, � " ��'' ��,��'� :tbB2 ,� - — ' � ' �. h \ � ���'�� ` `���EdGC r - � �d�2 E�C��� `° ' ,' -- • � , � �c3B� �r'� 1{ .; � �� . � C r ` . �e � o' F �� • � { ^ Y l ��,• _� _., ,/� ���� . r!� *��� F_'1 . C�M� � �'] F + t ,�. . �R' V ' '�A C �Cr_� v ti b �,�, � �y' � '� � CcB a� � ,' 1�r � ��' ��i � ,� � � �p -�,� � � �: �.� � k#��2 '` ' _ �� �` � � i , �1{ ,' �,.�p��: �` �c � 3' � i � r .+ I - -- �' z i r' � �� � � �, � . - � ,, r ' � � r � !� 4y�'� .� , +'�' M `�,.�. � , , .: ' '�' � ��� �� � r ,' , . . � . � `�, . 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Map Location Soil Map Figure 2 NCDOT Bridge 270 over UT to Travis Creek ROCKINGHAM CASWELL Barber Rd, Elon NC N ��oF r�oRry °Qq� Alamance County �,� ��y 6! 9'. i'r #''i Alamance County Soil Survey, 1960 �n z GUILFORD •ALAMANCE SOI� Sheet 9 q �o: March 14, 2016 �'�, � oQ` ��OF7ftP 5e 1 inch = 1.000 feet E'nvironmental Quality PAT MCCRORY r���,,.,�.>> DONALD R. VAN DER VAART serrer�ar}, Mr. Jerry Parker NCDOT Division 7 Environmental Supervisor North Carolina Department of Transportation Post Office Box 14996 Greensboro, North Carolina 27415-4996 Dear Mr. Parker: March 18, 2016 Subject: EEP Mitigation Acceptance Letter: Division 7 Project, Replace Bridge 270 over UT to Travis Creek on SR 1552 (Barber Road), Alamance County, WBS No 17BP.7.R.63 The pwpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (NCDEQ DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on March 17, 2016, the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Cape Fear Stream Wetlands Buffer (Sq. Ft.) 03030002 Non- Coastal Cp Cold Cool Warm Riparian � arian Marsh Zone 1 Zone 2 Impacts Q 0 96.0 0 0 0 0 0 (feet/acres) *5ome of the stream and wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application far details. This impact and associated mitigation need were under projected by the NCDOT in the 2016 itnpact data. NCDEQ DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, J s B. Stanfill Credit Management Supervisor cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office Ms. Nicole Thomson, NCDOT Division 7 Ms. Linda Fitzpatrick, NCDOT — PDEA File: SR 1552 Bridge 270 — Division 7 � .-� ��s���'iMYiy �..:`��i�c�� �;s�u--�.� Staleof NoKh Carolina � Environmental Quality 1G01 MailServiceCenier i Ralefyh�,NorthCaralina27G99-1G01 919-707-$600 'a �� ' - r / ,� r r -- _��� fi � � f. 1 j. . ,� �`1 � I � t • ' , _ + � ., ' _ hV `- � •-� • • I!° ]V �^ .g �I !r r ��_ ` �I � r� � • y / r �. � �'`- .�yy1�� ,r' ' �_:_y, � ���_ �. ... � :�•,'�r. � �f ��/�"� � �� � �� `1 � ".�,��-��,a . i+r � �,,,�, 1 a il - ��_ ' _ �'- —` . �� `a,J�►'' � � �� � . ~ "�� /'� � � �, ` . � -.�,..,1 . , . ��' ` , � � � �, `".W'� � +a � ° � �� ' . '�, '�''..� 1 �_`� . , � * ��� �` � � ��`'� __ /�F . 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' `Cc;;y�right�[e�' p 3`'Nat4onal G�ographic 5oc �t;. i-cubed Prepared For: p RFN E 4 � � Q4 FNp f iNF@ Replacement af Bridge No. �70 an SR � 5�2 (Barber Raad} over TraVis Creek f�CQ(�T Project: 17BP.7.�i.63 AEamance County, Nvrth Carolina Date: No�ember 2�15 s�eie 0 25Q 5{7Q Feet ! i 1 Job Na.: 1169 Dratui� By: Ci�ecke�i Qy: NM5 KMS Na �IURVEY REQtiIRDDI FIORM PRaJECT INAORMA'IIION Pnofein�l Na: Str. �I (I(ICIa�CI W1bIS N�i: ] 7E A.7.R1.7 F.A. No: FeiaEinad (USA.CE� Flenmdt hleiquireia? Caunry: Dciaumen�l: Aroject TrnckingNo. (Inleainad U�e,l A lamaincei PCEI ar MCC 1a-06-00�1 �luna'ing: � Statei ❑ Fec emal � Ylas ❑ T a PEirrniit 71ypEi: NWP :I au NWA 14 �Inc j eatl L ei�icni� I�l ic in: Rei��l�iaei Elridgei na a7Cl ari SR :I S`12 (B�ir�er Rd.) ci�er Travis Creiak 11ri�utairy ."Dra ��nojecl will h�iva an off-silei deilour tHat will riat neciaiva an}� imp�roverrients.11hei �ira�i of poilenilial eiffecits is 7`I feiet eiitNar side fram 1he centerlinei of thei raadwa}�ilbricge anic :I(ICI feiet fram eiiilrer eirid af tNa �nic ga. Pnojeicl leniglh is �i����roximalely `ICICI faeil. Elridga nia. 270 is in ��oor eanid ition anc selecilec ta bei reiplaiaeid unider tNa S1ate Func eid Elnidgei I�eplaaamemt Pnogr�im��Dasign-EI� ilc Year a. SUMMAPI�d a�l C LlI'�URAD RESC L1RC DS REVIF W I Ilrief dei�icindp�ldon ofneudEiu aativ,i�liei�i, reisiul��i of n�iuiEix, and ccinclu�iionsi: Reivieiw of HA CI qu �id map�s, HPOweH GIS map,���ing, h istoric deisig�nal ionis nosteuy anc inic axeis w�is canic ucilad on E/2`lill2. Baseic oni tr is neview, tl� erei �ma nio exisling NR, SL, LID, DD, au SS pra��at� ifis im tHa Are�a of Aatfinitiad FfEeicds (APHf . The� C R19 �ilsa reviewad Al�imaniciei Counity GIS and t�i�o recauds whicih uaveialeid faur propeirtias withini 1he AAD civer tNe agei of fifty }�ears ald, all of �il� ial� weuie �uilt in thei mic -twenilieith ceirituryl. Gaoglei S�luaeR �1iew irriageis for �iah af tN ese propeirtias N avei been iniciluc eid witN �Ir is revieiw, whicih sN awi masl of tN e��ropeirl ieis Heiini€� onei-stor}I r�irich houseis on fnama cott�ges. Nonei af tNese propeirtias ap�peiars 10 p�asseiss 1he lei�el of �mahilectu ral signiflciancia to warrant a fielc surveiy 10 assess for eligi� ilit}� ta �Ira N�itiarial Reigisteir cif Hislorici :Plaaeis. Built iri 1 SI_`IFI, Bric g�a rno. 27(I was niot inicdu c ed in thei NCDO�I His�lcmici Elridgei Surveiy, howei�er, it is a slanicard �ricg�a desigri �irnd is nieii�lhar c istiriativei for i1s einig�ineierirng rian its h istauiaal signifiaancia. �lhus, a survei}� is no�l reiquireid fcm lhis ��nojeicl. blfieEf Elx�likrnatldon of why �IhEi mGuilGilllEi �infcinma�l�ion�lficividesi Gi nEuliallde basiisi fon nEia�ianably �InEidiintl,ing tlhat theine afiei no uniiaEintifeia hisolcir�ic��oplen�I�iEisi iin thei APE: HPO c�uac maips, HAOwei� G:IS mai��pirig�, Al�im�iriaei C aurity t�i�o recauds, Cciaglei maps anc ` Cacig�lei Streiel View arei aanisidewed �alic taals fau �Ira ��urposeis of de�larminiri8lhe likelihaac af H isloria uasourcies �airi8 p�resenl. A survei}� is no�l reiquired for lhis projecil. 51UAPa R'� Da C LIMENTATIC N 9eie att�aheic: M�i��(s;, Gaoglei Siluaeit �iieiwi imageis, Al�im�iriciei Courity 1ar reicares. "Na Survey fllequiA�ed"JarniJorMuiarTnmi.vponalio� Peiojnn�s ns ��eialifred in Ihe ]007flragraunnia�ia Agraenienf. NCLI071 Anchaeolo�� & Hisro�iic Arahirnnlure Geioup.v l 2-06-CICI�I1 FINI7IlVG BY P C Da'� CUL�LTRAL RESOURCES PPOFES9IaNA L NO SURVHY REQil1lIRED ARCHAEOLOGYI F IISTORIC ARCHIITECTURH (ICIIIRCTJE ONE) _� N C DO�I' C�Itural Reisau iicieis S��ecii�d is1 B R1DIG F NO. 21�0, FACING E AJT, HAP BE R RD, ALA MANCE CO UNTY. Ca URTESY a F G C aG LE JTR EE 7 V 1 EV�I . "Na Surve� � Re quii ed "Ja r n Ja r Miwa r T� mi! po� lation Peajeals as � �e aliJied in rhe A 40 a A ra gra mn�iaria AgrEi e�nie nf. 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N CAO'f Arahanolog�� &I Hi,tronia Ar�rhilenh re Gnoup:i 2?I1a Sta�le Rciacl 199a, Narth Cii�iolina, Uniletl L1a1es ,�Iddue�a i� ;�f_��er�`i :irr��lei 1 �I-06-00� 1 �; RAINCH HCIU'IE LOCA 7ED A T 2319 BAPIBERI Rlll., CA. 1990, ALAMA NCE CCIUNTY. CCIiJPI'llHSl1 alFl GOaIGLE JTRIED'D VIEV11. "Nn Surve�� Requia�ed"Jarno�arMinar Tnanaqoenaliai A�ajeais asQucli��ed in Ihe A407 Flragranimalia Agrfien enf. NCL107 Arahaaio/op� & Hiaronia Arahileaicrai Gabup,a l 2-06-CICIFI l Ha USIH LC CATPID AT 14 all N NC 87, CA. 1SI4 EI, ALAMNCE COUN TY. CC UA7IFISIY C FI GOC G LE �ITREIPIT VIEW. "Na Survey Requi��ed"Jar�n JarlvAinan Tian.�po�Vaiiai A�ajentr as ��aialiJ�ed in Ihe ]( 07 flra� y�anmarin f greien enl. NCLIOTArchaeolog�� &I NiarouicArnhilenrure G�aupa `�, y,� ,.r � �_ �s-; � 7 l4 1 1 J°x'-_1 S. F��� `�,� , J �j��`!?,��...'�L'���`"� �A' fy� � � i fr � =�r � �6C1 � tf ;I � 6yA '�,`�, J;'j�+ ! f �' ����rk �,�. ��ti ��■. 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E�I2��I2CI12 ConriactGI9 FEi2ituna REiport Plagei 2 of 2 OBJECIIIID 35E(191 GR1N�1 (State 1D) 885721732a R�ircEd 1D 1183351 Old T.i� 1D 3-47-2� CalcAcrEis 0.514112278 Ow nier Naimei WINKEI CICII H11� EY M 8�I E11A1 2nic C wnui N.ime R�ircEd C H nm Ac c rs 2315 BARBER Ii0 OwnCity ELCIN OwnSt NC OwnZip 27244 Dc Acnes 1 Dc Pg 364 Dc Bk 2460 PziudFd �IitFi Addreise 2315 BAIiBER RD Lat# Plt Pg Plt 911 PziudFd C w rnr 7Jnc A ddrs Yr 9h 1950 RS1NF0 40995.328143(1882 http:�Val2imanceicioLintyl .conriactg:is.ac m/� c wniloadFile.aslix?i=_ag�i_mi2ipcc30d4�leit 516943a£.. 6�la�l�la(I ] 2 ConneiatGllS Flealurei Rleport Pagei 1 of 2 Welnanie to q e Alznanae donnty GI9 fite. THIf IS NCIT A I AGAI DOCUN ENT. Alanianne Caun[� shall usnme no liabili[� for an� erra rs, onissians, ar ������������' !,5 inaaturzaies in tl e infomiatian provided reg�rc les� of f oN nansec; aran} deai�.iions made oradion� U4en or nat t�4an b� us�r in relian�e uqon an� �'"'r"�'`'P�� infomi.ationordet�furnisledhereunder.lhamer{nawinglyHuivesan�andallalairnsfardam�ge��gain�lan�andalla(tle�ntitiescamprisingtle ALAMANCI CCIUD1111419 11117Eti that may ari�e fram tl e mapping data. - — — --- - 3 -� - — - Aldd'reiss HoinLl ' � Addliss 4 ` �� � ' � Tax Atldn u n��' � � . - '� :�'^ - . ai Pre iminery Adtlress �- � -� '� � � � � • � 9treetel � �. � . � � .,.� � , 4� � -� • �_ � Ralds + � .,�` • . i H. � ,. L: � 4i 3 ..,�` •- r•'s � _._ _.. PreUnina� Raed . Y _ �. :, � :- � � �.� - �. � � r' - � . � Pdeo6a Ra ds 6a . ` � "� ' � � °+''.' d� � � Fioadplain _ •+' • � ~ 6 � 9"�'� � 100YearHbdd�nla��wMANEs(ae) ij► � � , � �� ��� . .au ',�r 100 Yeer Nbod� �611 faefwl . ,i '' :r`• . �� �r 4 �- �'. - �`: . � 5U0 Y�ar Nba dplain (x) Af, .. �� � « Hyduda9Y , �� . � • - _ ' � � _ � . ', i �` g�� o �r ..� ��-' oani «Wea � �'i = '�_ � i �� �� 1 '� -- I�tHn iha nt St een s � Y . ', \ , ,.,' �� ' . � - P� rmanenl Slro� rt � �� ' ^� ,; Waler�hec 4 , '�+ � ecnw ��I � _ • � � � � � � —i� I,i�2l� RCD Ihi' � � �� � * ,1� y..;'. �MCAI . • : ;�� �, _ � i � � � �� � Y .. A � �� � i i � - � � ' � '` • - . ` ! W ��� { �. ' .' � r � � �� �� ^,�� � • . ., ���, . _,��� ��``� + t .., ��� ��r'i�� �- � �. �� k ' �, _ � I� . , N + ' �r 'M t � � .. �t .;� :,,�:t,, � �- �` '� � � , ��' � �c � .'� 45 }i E' I� ... L�1� IL _.._�„ _ _ _ - '? � !i 1 : 86 Feet � — � ht�p://alamanaeiaourty,.aonnecl8is.com/DownloadAilei.asrx:�i=_ags_mapl5f?�ci51041a=4fOc... E/29/201a CciruyEicitG]IS Aea�lurei Report Plage a ofl2 09JBCT10 34582 GA1N�1(St�1ei1D) FIEI9a216415 ParcellD 11EI337 Old T� � 1D 3-4�-23A CalcAcres 0.869475251 Ow nieir Na rriei BARBER LOI�I HOCIRAR 2nd Ow rui Namei C/O SABR�IF BARBER Pa ucEd CIK nw Ac c rs PCI BOX � qCl OwnCity L1BEW7Y OwnSt NCI OwnZip 272�I8 Oc Acnes 0 Dd Pg 1071 Dc Bk 516 ParcEil SitEi AddrEi�s 2323 B�IRBER RD La1# PIN Pg Plt 9N PI� rcEil Ow nin 2nd A c d ns Yr BN 19491 RSINFCI 3a8a4.3236082133 httlp://alamancieicounty.acmneatgis.com/DownloadAilei.ash� i�i=_ags_mapl5f?I=1ci�104]a34fOca... E/2�/2CIla ConrieictGI�l �'tiatunei Rfiport Plagei :I of 2 Welaone to t} e A lamaiw� Counry ( I9 9ite. THI9I1 NC1TA I AGAI DOCUN WL Alananae flaunh shall assume no lial iliry far aiq� arra n, omissians, ar ���i.�}�E��'�,f�`-(���I� inaa��ureaiasintleinfomiatianpravidedregardl�ssa(hoNcaused;aranydeniaionsmadeorantionslaMenornottaManb��nsarinrelianaeuponaiql inforniatian or data funiisf ed h�rew�der. TI e i isn r Mnawingly waives any and a II daims (or damages against any and all of q e e nlitie�i ca mprising U e AIAMANCE CCIUNTY < IS 9Y]TIN that may arisn from U e mapping data. j�ic r .��=� +�: ���r +r� ��� ;I ,i -s� --,._= AddreSSROInIS �7Fo, p � !, i i k;'�si � r!' . ndaeu , ��,. p _ . .. ", . yw' � � ''�t;i',+�`;5+ z� �` J� �iI "_��` J� k'� ,� + � TaxAdlresa . �� � R � a .u�+ ! 7 ;,� � � r � �+�`� ..�;� a Preiminery�Addniea ' �}� i� Y r - y.,x, Stree�l j�'-" � �EtL'"-�atb - '' �'. _ RadS �� -'�yLitH'� �� - r„ ��e j �� „ � � — Pceidinar�Roed� > �." � ' ?t 1� � : . �: � �5 � Pri�iabRoads ♦ . �'` '�1 1 1� �' ' r Ri � 4.. Nioodplain �� t :.; 3; ? � , � � '1 � y t*� ,��� ' �' - ' - ,S 100 Year A�loodv�a� I wAI BFEs (ae) ' , * J�'�: �y �,-�. ,• ` � t.,,t'r� ,� 100Yeairxbodwallfaelw) il 'a- :t !00 Yai r Nlood� IaN (x) ,- ,' - 4 +� ,�' : F �" A � �� `� � Hyd�ology y e `�� � t�',�. oamaVNeir � � � �� � ''L � I�lermillant 9t eems d � �t � `� '► � ' '1t al� .' ` .�-- � ',� � a �,�.d :'!ti4 : Pnrtn nenlSVeartx � �4' " - Walershec � � �h, . N �'� , `,- � •� -�. � 'h '. BOW .� • `� ,A #�i� ' . !°� - ' RCD . � �, �+ ,� �'F'� , � '� �. YJCAI � �: f:f� : �� � �� � 1 � ofi•,., ��: �, .. • J T1� `�l� � - - ` � •. +��, ' �11t3,1�� � �yh i , . , �i •�' �� t �� �*� I � hb,� � , � � 4 �..- .�-� 1 � �,� a -..� � !y - �n -+f �r , • t . ��� s - _ �.�.'� �,i �i �s: - Y .�, � ;'i .'��.� �� . ,y�'c�d .'.Z - � � � � �. 1:� �: j � r, , � � , i ;� � , ,� � ''" .� � � �A�: �,. 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E�12'I/2CIla ClcinnealGIS Aaature Rlaporl A aga 2 cif 2 OBJECTID 34402 GPIN# (State 1D) 8857aC15597 Parceill� 118324 Old 7axID 3-46-3q ' Ca IcAlci eis 5.713a� 6EIq�l Owner N� mEi BARBEW l CIl9 F CIOPER 7nid olwnr Na rriEi C/O 9ABRAH BARBEW Parcel Owr i Alddrs PO BCIX 4CI0 OwnCity LIBERTY OwnSt NCI alwnZip 27298 DdAcres 5 Dd Pg 1451 Dd Bk 1a71 Ra rcel SIi1e Ac c i ess 234� BARBER I�D Lot# Rit Pg Plt Bk Ra rcel olwr r:Ir d Aldc rs Yi 91t 151451 RSIIN FO �I45171CI6. 0517604 :13 ht�l��://alamanaeiciourty,.aoru�ieat8is.ciom/Dciw�nloadAile.a�ihx`�i=_ag�i_miapaea�ateifl0eid42c9... E�I29�I2CI12 CGnr7eicitG:IS FaaturEi Report Aage 1 ofl2 Wdcam� to the qlamanae Caunh GI1 Site.7H1519 NC T A LIIGAL DOCUN ANT. Alamance Coi nty sf all assume �a liability (or am� errors, amissions, or � '�'F""������~��' �,� inanmraniesinthainlartnriionpraidadregardles�oilawcau�ed;oram�dnaisiansmadnar�ciian�talenornattalentyuaerinrelianceipanarn� "`�r"'"'��' i�farmationordatahrniehedlereindar.lheu�ierinoHiingh�wai�esam�andallal�ime(ardamag�e�againstan��andalla(ihaentiti�saornqrisingth� ALANANCE U UNTY GI] SYS7AM tY at may ui�e (rom the mapping da ta. _� s - ""s`"�� " � �:�-sui; �,, ��..y Adc ress Potnts e � �� � ` - e Atidres: r �„ .';i a � ' y. r.. - � , �. . - w . ' - � �,, �, , • 7ex Audd�lesa ,«r��, . A� . -� o PIelmYner�A�rese n'� , �•. �tss3�l3 � � 'Itreieits �_ . , i a7�s �t ? '� ,,. x� , � .� � Ro�ds a, rk �'' � � •r - — PI�Iimin�rl RoadS � � ,� � � �.�i� ' 1 ` � = � Ha� al� Rady �' _ _� � � .�, ��f.'�d .cp_ �� , . � � {� Fioodplain ,t �j t� r,� � ��OdI Year FboUw: y wN BFlIa fae? , �' I . � 1 'M �.� t + A. � � � '" ' . -. S . l� ' a ti �- R � : �. ��� �r 1ql Year Fiood�xay fa efvr) t' � 'i, ,.'1. � j, ��� . � � �i.l:� 'f-;+:+, Q.+i� 4 . ,j !E�_r '� k� 'd� - 500 YearFboilplain(�Q � �c�-„� T �`' '�� a.;=�'�. �:. • '� Y �41Y �r� � H d�ol � -- i (T�n a V1�e� � . ,' a � " . � Inte miUen Sheams t .j �v � l''� ��� ., ,,� :� ',,,� r 4- ., � ���,*►*• � t,«�r Ramia�»ntstraarns � �'1,4,;�3 y rt ' •' , . " ~ •� . �`y�. - r W: te►F 1 ed»n �. 'i � � ,,. BOw ,�A, �� . � �,� � � �` �y:l � •u-'r Raa _� , � � - ti: .. ii L' S� 'T� `, �� a V�CF I fs A t 4 j r. H�s y - �4_ ,y), � . .,,4, 4 L ,� ,�i_:rT � Y. _° �'� . y^ _ 1" e �+'!� 1 � � � •: �'• .1_ ': � � .�i I 35 L r7�11¢ ' _ ' . � �� 'I.•� � , * I'5tiL �Ft�3��r . e � ' � ��'�'.� � � � . i av'LY�1T:� 1�55L;,Tri2 � � .;v _ � �. �d. �> .- " � . - . 4 1 i, �'� ! ?� 's L.]t: '. � _ � _ _.� � � �� _ � 1 'i5 LE_� T i 3'� � � r � , � i: � � �r!.�4��'i� � _ �. 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(IntlernaU U�e� i�-ai6-aioFii NO PREH�STORIC OR HISTCRIC PRIOPDRTID�I PRESIHNT/AFFHCTHD FORM I�RICaE CI INPORMAfI IC N Ilro�eat Nb: Stn. # OC q�la0 IY/�IS No: F.A. l�i b: 1a�P.a.R17 na Federul (US� CE� T-erm,it Raqt,i�ired? Co�,u itly: Doczrmara, l• AlamanKie PCE an MCC Fur,idir,�: � Sta�te [ Federal � Yes ❑ Na Pfirn a,� T�y� e: NWP 3 ar NWP 14 Arojea•t De.rar� t�ion: NCDOT Dlivision 7 iriterids � o neplace Blnidge No. 27CI on `IR 1�5�I, Hairber Rb�id aver ai tri� utary cdl Tra�is Creek Whi e no prelunu�ary plar s wiere a�val ab le a� the time cdl neviev,�, �� e pro;�ecit is desc irib ed as replac irig the � ridge on �he e�stirig� a1'gnrrient and iri �he same loci��t:ion wi�h ��assible d:'tcih�•lirle impacts. The proposec prajecit ax�e�i e�end 30CI fee� (45J�I irie�ersi; fram either eric cdl �1-e e�u:�irig �ridge, so �h��t i� will be art .least 6CICI 11eet lar�g (�`11.4� me�ers; . 'I�ei proaeic� at�eai will also �e ]90 fee� (212.8E me�ersi) wide, so th��t the p�rapased APH will enciompass rrore �1-ani �I ac res (ne� irly .FI4 hecitat�es). Llriitec �It��tes Army Cc rps cdl Hn�irieer perrri ts ar�ei an� ici:ipatec . An cdlf-s:ite detaut i wiT he emp:loyed during cianstruc�tion. SUMMARY OP PINDINGS T�e Nbr�ll Car�i�lir�ia De�ann,ier�it ofTrun.rponutaor,i (NCDCT) rEiuiEiuied �V e �wEl'eu�t� ro'e,r�l arid deter�r,�iriea: Historici Arcih�lteici�urei/Danidci�ipes ❑ Tl-erei ax�ei na Natianal Reigister-li�tfid or StiicyDis�ed prpperties within� thei ��rojeat's ar�ea of po�en�ia eiffecits. ❑ 'I� ene ar�ei nci prapenieis less �1-ani fiftyyears o.ld wihicih are ciansideir�ed �o mee� Cri�firiai Cons:idera�iari G wi�hiri �1-e pro;jec�t's ar�ea of po�en�ia eiffeicits. ❑ Tl: erei ariei ria pnapen ies withirl � he prpj�eicit'a ariei�i of po� en� ia eiffeu i� s. ❑ 'I�finei anei propeirt ies oveir 1liftyye ars olc within� thei ar�ea of poteintial eiffeic�s, bu� theyda ncrt mee> >1-e ciri�firiai far li�� ing an � 1- e Nan iona l�legister. ❑ Al: ��rciperieis greia�fm thani 5C yqars af ag�e lacia�teid irr thei AI D ha�vei �een cansideir�ec an�d all camplian�ciei fan histarici atKihitec�twfi with �leciticin 1qE of thei Na�ianal Hi�tonici Pr�eserua�iari Acit ar�d G�I ]�I1-121(ai has beein ciorr pleiteid for this prajec i� . ❑ There are no hi: �arici pjppeirt:ifis presen� or allfeciteid bythis pro��eat. (� l�taa�1 u�y r,ioa4i.r nr uo���,in,imi�U �.r �aefidfic� Archlaeiollo�y � Theit�i at�i r.ici Naition�ail Rlagist�lr-list�ld or 9h1 d� Ilisted � rapeirtieis aitluin thei projeict's ainaa of pcitdnitiail affeicts. � No suibsurfaiciei arcihaiaolcig�iicail inNeist�lg�aitionis aire re�uiired forthis propaci� ❑ Subsurface irivestig�a�tions did no� x�eveal thei Flreser�cei cdl an�yasKihaeologicial resaurKies. [ Subaurfacfi iriveist:iga�tions did no� x�eiveal thei ��reser�cei cdl any asKihaeologicial resaurries cansideir�ed elig�:ible fori thei Naticir�l Registeiji. ❑ All icen�ifieid Aikihaeo.logicial si�es loci��tec wi�hin thei AF D ha�vei � eein cionsideireic an�d all ciomplianKie far archaealog�icial reisourcie9 with Seci�ian 1CI6 af �hfi Na�iona Hi�toric Pr�iservanion Acrt anc G�I il�ll-121(�ai has been ciamp:lfrtfic fanthis pjp,jec�t. � Tl�let�i arei nio hlstdrici properti es pt�isemit oraifil�icit�ld b� this projeic� (� 1�ta�rl uny r�at��.r nr do,��n,�E�n�U G.r � ifieded ,.NaHialariaPraE�er(ie. Prus�vi!"Ja�nforMinorTi•�inspartnlianPi�qjeclanaQualifieidinUre2U4�f6agrmmm�(ieAgreeumu�l. NCIDOT� rel:neolagy & Hi.dariu � rcGitechve GGar�pa SUMMARY OP CULTURAI RESOURCE �I RE VIHVGi �Irinf de.rur,plE�on of r�it�i�iui u�iil�t�iil�e.r, re�iu��.r cf reviesv, c tad a•o�m�lu.rior,U: As nate id on thei Slurveiy Required Poriri dateid au�y l�l, � CI:I �, no preiuiau: ly ideintifieic ar�cihaeolo€�icial t�isaurcea are iieiciondeid iri �ha piioject area� �ct an a�rihaao:logiaal surveiyha�d beiein cancuciteic byNCDCT arcihaeiola�:ist, C ary�G.laveiii, ini 19514 as part cdl �hei (�hein) pnaposeid im��raveimeints to NC 87. C r.�e archaeiola�:icia sitei, _'IlAM394, was ideintifieic durirg thosei irrvaati€�a�ians on thei allcv:ial teirracei ixnmeid�'��tedyto thei sou�h cdl �1-e aurreir.�t projaat arei�i. This sitei, ai surfaciei coTeicrtion of his�oric artilacts, vuas no� deieimeid sig�nificiart anc wTas aonsidarieid to �e thei nasult of seciondary daposition; ha��iveir, no scbsurFaue tests ar o�hein inivest:iga�tion vuas pu�uadto suppor this cancdus:ion. Reiciannai:iaanKia iriveisti���tions at�i neiaammendeic �a deiteinnina i1 �hi: aamei landform re�ains thei po�ential 11oii NRHA-eilig�iblei arkihaeolo€�icial i�esawcies in the curren� APE. Addi�ianal arkihaeolo€�icial irivestiga�tions withirl �hei APE fon thei pnapased r�eplacieimeint of Blnidgei No. :I'19 wiariei urceinakem byNCDCT staff arkihaeialog�is�s, Shan�i Pleteirsen ar,id Blr.ian Oveirton on Augu:t 24, 2012. A uisua inspeui�icm of thei an�irei p�iojecit areai was undar aken at that timei. As ex��eateid, baseic cm tha aenial m�ippiri�, �hei poniona of thei APE �a �Ha north of SR 195� w�eir�i obseirveidto bei si�nifican�tJyailteii�ic by res:ideintial lanidsaapei ceiueilopmer.�t. Whilei the panian cdl tHe APE to thei sou�h cdl Hric�ei No. 270 seameid ta �e lass ateu�ic, eirasiona �ullies, beidroakoutciriops, anidei�olfatiri� �edracika�tthei surlacei irrdiaa�ed�l-a� soil ceifla�t'on an�d eirosian wieir�i factorsi seiuenei:lylimltinig archaeiola�:icia ��cnemtial in this arei�i I�factar:i aonsistemrt with sai m�ipping . Addi�icmialy, areas far�hen ta thei vues� in thei APE wietie mot�i a:lopeic �han ar�ea9 ciloaeii to thei bnidg�e. No atKihaeolo€�icial ma�eri�d was uisib:le on thei surlace wi�hin investigated ar�eas anid scbsurfaae teistiri� is ciansideu�ic �a be axtr�emei.lyunlikelyto ancioun�ein iritac� archaeological deposi�s. Na funhem a�riHaeiolag'cal irrvea�ig�a�iar.�s a��i r�uiamrr�mced fon thei naplaceiman� of Hrid�ei No. � �l0 as pnoposeid. Should the pnajeicit cihan��a fun 1-eri irivest��a�t:ion mary be neiaeasary. Thei pnajecit as ceiscir.ibeic shou�d �a ciar.isidei�ic �a be ciomplian� with �leation l0E ar,id NCG�I121-12ai. SIJI'PIQRfT DOCUMHNTATIQN �leiei art��acihec: Aenialpho�a�raiph; ��hcrto€�rapHs of thei ��rajeiat ar�e�i. �lig�r.�ed: � � � .,�vir'� . CluturalReaourcieis �Ipeaiali:�,NCDOT /�--�y_/Z �a�e "No Historic Fropnrtins Freren! "fiirm Jar A�inar Ti•m��pa•mtia� Frojaat� ms ���mlified in t6a 2007 Progrm�unafia f graement. NCaGIThrnhnualo�� &I HistoricArchitnahiie Gronps Ph�tograph af $axdge I�o. 27D aai SI� 1552, Barber Road (fae�ig west�. Phatagrapf� of Bndge �Io. �74 on SR 1552, Barber Roaci (facing east�l. "'Nn liisrw ic l��operiies Presexf "forr�r for Miriar T+•ar�.spa+laldor+ f'� Ujecrs rr.s �]r�nliJied hi rlfe 20f17 1'rogrrrtran�rrl[r dgr eeureur. NC!)07`Arcl�neolo�;i� & IlirPorec �3+-cirifeclrtx e Gra�rps Roc:k c��izcro�s <�t tjlc ed�e af the r�YiviE�l terx�ce south of 5R 1552 (f:acing n4rt��west). � ; + „ , , �r. 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N('1)OT Ri•cGreeology+ �C Hls•rvi�rc Archirrctrrrr G�-o�rps °,s �� � � ,. � r g�` n ; .y. ```.ti. 1'L`�y. �Y , � 1r F� !,y 1. � F -� }} -j/ '4.`: � ��`��. �"� r, , , ; ° � e i.s,�, , �4 �: }. `���� ��� "' ^'• ' '.. � � �? � ��. . ��; � �.,�;�E��� l � 4�K i �- �-_ �l-.•..• �'. � ' ' �,... 4{� ~`+-• � Y- i -. , �'�'7 -- '��-��, w; ,� t ' ' � r �� � c �� .���� �' � �_ � 8��, :'�}i ��" � ' 1 � .. `' 4� ' . . ` . � ; �y � >. / �a:'�" � '� J,,, .- „ _ \�� ,d✓! , � , 4. - T� � �_ _ .�_ _ ��� .�., _-e`' � +� ' , ;s l ;I '_ :� �'�— - �_ 1rl � � i. , � � _ , �•y � d,�.dr°V ,�`a�.' .. ' .� - ,.�. �Y-' {• � ^�. ' . ,�: ��. � �:/`,.� �" �� � - ---• . �_ - u _.. .`_:�a _,- -. 1 , ` �i _ �� Photo 1- Looking upstream UT to Travis Creek at channelized stream and maintained/residential area from eridge 270. � �� �� k '' . ' '��v�-= �tM i ,t�' { ��( � �-: r f � ��� � � �. '1" 4� � ` . y�-� � � y ^ r �,' x � �'� { ��� " pr � a8 v% , . ' } �� �" Ss � s''4 . . *� �x ; r � � -• ��: , � �'. �� � �� � - � r ';s � `M'"Y, � '� ' ' � � �, i � ` ��: a � _ . .� i r, _ � - z= � . Photo 2- Looking downstream UT to Travis Creek at wooded area from Bridge 270. �' � _ ,� � r �� �� �:;_ � q,,'s;: ,�; � ',�:.` �� � a ,<<., �� h �i;,� � t' ,, < �� `+ ,� . i.�� i ,�j '� � l a � b �;�;'� , -� '� '� 4 ��'wl��� . _ - - - _ `_ , ... _ �.;��. - .,� . _ �, m . � ha � w r '� � � d�4„ �`i>'�, �C ♦rt� "� { ,� `C'SA ��° � �+17� �� '�F_ �� �.s . �s t� - �` -; !i� � .,�`�,�, . (� . r iw.4 � �'� ��r `�{ �` � .&. .r...... .,'� ,�„ �. . Photo 3- Bridge 2701ooking northeast from Right Descending Bank. �� � ,~� :%'' � , -$a „ ' , ",� ` �! � ,� , �- ���, � s.�s � �o, .,� �7 �j��tf�r�`��a�� ' ■� . _r!•�r '"" k ',�� j� ,�r�� '�� a • H - a #� r � ^ � � "-,ry" ,ie„ , �-+:.�' � . ' v "► �4. � l'. t � ��� _ ,� - �'"� ' �'`` ,��,� �� . �. �� M �{ ��� � � � �.. i � ,' . '4� �d t::. +._..... �. S — Ja. a kJ.�' 'Yy, y .. Zt1 d :. .-:. � 4 �4 f �ifj.��• � :'s � 1 r� ��9` � �; x �`�xr ��yf.: f r ♦� ,,�V p y�J,� l4� � J� ✓ T C'6p 'i 15" �i .� 4 2. �4�j„�� £y ' � �; r°'�" r xi. +�;( ! wa �� r _�. � t" ,�,.' ,, ht r � ��q , � ,��,.�_ _ �� '� .r �'� � a �,��'� U . . v���t y. :'� :;.?r� Photo 4- Bridge 270 looking northwest from Left Descending Bank. 1 Alamance County Br# 000270 SR 1552 BarberRoad Over UT to Travis Creek The project consists of replacing 19-foot long Functionally Obsolete Bridge that has a Sufficiency Rating of 65 in Alamance County. The current structure was constructed primarily with timbers in 1958. Timber structures typically have a life span of 50 years and this structure is 58 years old and has reached the end of its life cycle. The proposed structure consists of a precast single span of 20 feet by 4 feet high aluminum culvert. This structure meets the hydrological requirements of the drainage area without significantly altering the FEMA Flood studies. The use of this type of aluminum structure will reduce the construction time from 120 days to 90 days as compared to that of a bridge. Aluminum culverts have lower construction and maintenance cost over the life cycle of the structure as compared to a bridge. When site conditions allow a bottomless culvert is the preferred structure of choice due to the lower overall cost and minimum construction time while still maintaining the integrity of the stream bed. Current budget constraints require us to take the most economical option that meets environmental and safety concerns. Typically the length of a bridge will be much longer than that of a culvert. Increasing the bridge length creates several issues that must be overcome. If a bridge is utilized there must be at least four feet of clearance under the bridge to allow access for maintenance workers at the abutment. In areas where culverts are recommended this requires us to raise the roadway grade which also increases the impacts due to the increased fill slopes. Raising the roadway grade also affects the FEMA Flood Plain Mapping. In turn we cannot meet the requirements of the Memorandum of Agreement (MOA) with FEMA. If the new bridge cannot be sized to meet the requirements of an MOA then map revisions need to be performed for FEMA. First through a CLOMR (Conditional Letter of Map Revision) then a LOMR (Letter Of Map Revision). NCDOT works very hard to make sure the replacement structure meets the requirements of the MOA. Smaller streams in the Piedmont area are often best suited for culverts to minimize raising the roadway grade. Justification for bridge to culvert: • The basin drainage area and estimated discharges are compatible with a culvert structure. And as mentioned, typically prefer culverts due to longer service life and reduced maintenance vs a bridge. • The proposed 20' wide culvert and 19' long bridge (with vertical timber abutments) have similar hydraulic type openings and properties. Hydraulic function including backwater, outlet velocities, etc will remain similar. • The inlet and outlet channels look stable. So we would anticipate the same with culvert.