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HomeMy WebLinkAbout20160501 Ver 1_Bridge 207 NW 14 Permit Application Attachments_20160517�; � �1,,�'� : � N . �V � � .r � . : � - . •�,^ �� . ti � ,�\'� � � .' ~_. � '� � l � �� , � _ � r' y � • _ , ^ � �. � � •� � �., '� �.!' ��:�,�''', `,�'��� Y�..� `�" ',rA j��"�``'� � �. ��;�� ,�� � � -, �, � �� - -� "i �;�:, _ � , 1 , � �� � �_ ��.. ��° � ���� - �,� `a ���w�, � � ,. . ��� -. �- ` `'�'3'';�t'� /�,, , '� �_ ��� -: "`'�`� ,;°� ; -. 4 � � �f V � '� � _ Yr/ � "' . • r I , ' !��_;� ' _�'' r' � � _'� -- -.;• _ � -r^ ;' / 'y, 4 ,,���''�_- ,�� �,* I' ,,,�-� , .�� .l � '�� - d �� "' "� � � , � �� "�, �� , �, � F -�, � � ' �" � .�— � " ;. ',: -� ��_�" � �^�, �� r r'` �,, � ,r .= — ``� } � � � r'r ".��-" '+•.� I � , .. ,� �� , t �, � -1"�, ` r, J , ,V � � , �,,�,��� - � �� - d� W � � �, a, � � ;� �„ � �� ' � y�� �r� i � „, � � . � _ _ �� � I ,�' ,�.r�' ti�.v� M f� � . 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V / ' ppp � ,i' � �, . � �y . - - P • �„� `' �.. � . � � . . � � - . � . -,� �� � ��iTqr�A�� F'��� ' . �!� � ��^`/���,�'}�-�, � F -- ��" ,� ^ � � • '`.�* y, ! 1� � �l L3 4 - � ` :q�r y = � _ _ - _ � ,� �r .# .s �. _ � �' � •.�y���� '� _ •- s �s� Y s : a . .,� ° , .". ,,,� . �F� . , C��,ri��h > �01;i �la:iacial Ceographic,Scui�t;.�i-ciiFecj� Prepared For: F %oxrs � `� ��af a v F Q ` r at sn" Replacement af Bridge I�o. 2�i on SR 1522 (La�eside Av+�) over Service �reek NGDOT Project: 17BP.i.R.63 Alarnanee County, Norkh Carojina o�e Novernber 2015 s�aiz 0 245 490 Feet i � 1 � il Jo6 �� 1169 Drai�� S cheK��ay: Figure NO SURVEY REQUIRED FORM PROJECT INFORMATION Project No: Str#000207 WBS No. F.A. No 17BP.7.R.3 n/a Federal (USACE) Permit Required? Projecl Trackrng No. (Inlerna! Use) 12-06-0048 County: Alamance Document: Minimum Criteria Sheet Funding.• � State ❑ Federal � Yes ❑ No Permit Type: NWP 3 or NWP14 Project Descriptian: Replace Bridge #207 over Servis Creek on SRI522 (Lakeside Avenue Extension) in Alamance County, North Carolina. The bridge will be replaced along the existing alignment with an off-site detour utilized during construction activities. Minor ditch-line impacts are anticipated The archaeological Area of Potential Effects (APE) for the project measures 600ft. in length (300ft. from each bridge endpoint) by I S�jt. rn width (75ft. laterally from each side of the SRI522 center-line). SLTMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: A map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, June 21, 2012. One previously recorded archaeological site (31AM55) is located upon an upland landform proximal to the northwestern project quadrant, but well beyond the construction footprint and APE. The site was recorded by Wake Forest University (WFU) in 1976. This isolated artifact find consisted of a single felsite flake recovered from an eroded surface context. Another similar prehistoric site (31AM368) was documented by the NCDOT about a mile or so northwest of the current project area along SR1530. There, two rhyolite flakes were found in a single shovel test pit which exhibited eroded soil profiles. Additional shovel testing returned no additional artifacts. The two aforementioned sites can be used as a barometer to aid in measuring the cultural resource potential of the Bridge #207 project area. Obviously, Archaic hunter-gatherer occupation/visitation(s) occurred near this locality. However, the low density of artifacts recovered and erosive state of the ground surfaces suggest that intact, and potentially meaningful archaeological deposits associated with long-term occupations and multiple temporal components are unlikely to be contained within, or even adjacent, to the APE. A review of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties utilizing resources available on the NCSHPO website determined that none of these historic property designations were located within or proximal to the APE. The lack of known historic structures may signal that this general area of Alamance was generally depopulated during historic times, or may also simply denote an area never having been properly surveyed for such cultural resources. In any case, the APE has �ittle promise of containing historic features or deposits refated to a standing or demolished structure of the same era. Topographic, historic, and USDA soil survey maps (HcC2, Lc, EdC2), archaeological/historical reference materials, and aerial photographs were inspected by the cultural resource specialist to evaluate both environmental and cultural factors that may have resulted in prehistoric/historic occupation of the APE. This work also served to gauge the level of past impacts and on-going disturbance within the APE which would have irreparably damaged or invalidated past cultural subsurface artifact concentrations or deposits. "No Survey Reguired" jorm jor d4inor 1}ansponarion Projecrs as Ounlified in �he 2007 Programn�alic Agreemenr. NC'DOT Archoeology & His�oric Archirecru�e Groups �3rief Lxplunulivn �af wf�z� the rrvc�fCr�6Ee rrrfi�rt�t�ti�n prnuides a relir�hle bases far reas'orrably �rrerlicting that 11�ere cxre nn unidenli�ed his�r�rac properti�s irr tl��: �FE: Currently �ropQsed as �rs in-place repfacement, the �ar4ject is unlikely t� disturb the areas beyflnd the exiscing �nd disturbed rig}�t-crf-+Nay. Inspection of aerial photagrapf�s re�real that th+� la�d sur$aczs both within and nutward af the defined APE are incr�dibly mvdified, and therefore distur�ed. An imrnense power-line right-af-way �arridar trends perpendicular to SR1522 directly above the bridge structure. Additivnal abs�ae graund �cswer Vir�es, as welf as buried utility lines, are evident runnir�g parallel to lakeside Avenue Extensian thrcaugh the propased project area_ Residentially a9tered ground surfaces sauth o# B�idge #2U7 and agri�ulturally impaeted (erosEonj and poorly drained soiEs mapped north o# ihe bridge 9ea�e little to no promis� of hnlding int�et, s�gnifEcant NRHP el�gik�le archaeological sites or histrrric features. No further wark is r2cammended for this state-fur�c#ed bridge replacernent pr�sjett as props�sed. SixPP(]RT U(�Cl)MENTATION See attach�d: � Map(s} � Freviaus Survey Inf�� � Pl�otas ❑ Phatocapy ofCounty 5urvey Nates �'IiVDIIVG B'�' N�CI7�OT CLILT�rRAL RESC�Czi�CES FR[7�'�SSYONA� NQ SURVE`►` REQi.4I�D�' . NC�7C�T C�Itt�sal Resc�ur�es ���ci�iist ❑Corresp�ndence �������� �+lr.. Sun�M s kr�s7+errr�' frirm fnr ,i�1lr�or !'ranrpc�rrat��an Pro,pacvs us �?u�1+f'rzd +�r rl1c� ?filY' f'�ogran»+�c�rer ,4,�r4rm�•�ri. 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(l�rtera�ol Uie! /��-��-�r1�� M�NdC�RAiVDU�'u'I T0: I)rew .I�yner, Huxnan EnVamrsrneni Ur�it 3598 Mail Service Center, �aleigh, d�iC �7699-1598 AT'I'�NTIL��I: Matt Wii4Cerson, Aschaealagy S�a�ervisor Mary PQpe k'urr, Hi�tt�ric Architectur� 5upei-v�asc�r FR.UM: Pam��a R. Williams Priority Pra�ects �n�;ineer S[JB.IFCT: I�eque�t for �u�twral Resar.�rces Review L7A'TE: Svlay 9, 2i112 PR(l,IECT XNFORN[ATIdI� Prcajec� Nn: 5t�. # O4D207 ki�1?S N�.• 17BP.7.R.3 C'otrrrty: I?t�ctcrner�t: � ;F:��'� �J�-''? � �� � � � �, k�;l i; �- �IAY 4�' `� � l� l� � �� i� "C��_,�''"- .____..�,.�__.�_ _.. _..,- �►LAMANCE LIB�R data She�t (PCEj or Minimum Crit�ria che�klis� F;�1. Nv.° A�1fA F'un�ling: � State � Federal LISGS Qc�a�l: I,AKE Bi!'�tLLNGT�N f'rnjc.cl D�scripttr�n: BR��CE #�q'7 (��jE�r S,��u�°rs C�tE�r� on��'R 1�22 ��''� � k"�si',c� � ,F'�`�v' � _ ��`''�"��"� :c�` � Re�lac� structure in Ecind. There ws!! be n�ino� ditc�-Lin� irtapacts. Area of pt�teniial ef#`ects ss 75' eRttaer side lrorr� the centerline of the i-aadd�+�yf6rid�e and 30[1' frvrn eit�er er�d c�f the brid�e. f'zrr�anse= �& N€°�tl.' Bridge is in pr�ar c�nditxctr� at��i sel�cted to be replac�ti wYder the 5kake Funcf�ec� Bri�lge Replaceinent Pra�ram-Design-Buil� Year 2. SC�-IE1)UI.,��G A1rID C(lPV'TACT 17�F+DRMATI4N 1]a1� Ncec�ed,• 07/11/201 ? E'ngin�:cr: �'a�ti 1�Villiart7s 7e1 �}l9-if37-b�i178 D�SIG�i INFQRMATIf31� i'rojecl Lengtli: Approxir�ately 5Uf1 #'e�# �rist. R/W.� �0 leet ar fro�ix ditGh litte ta ditch line rnai�liainzd E�ist. Speec� Larrric: I`�IIA E.rist. X-S'ectio��: C7ne lane in eaeh direction ,�letocrr Roc�te: Off-5iie Str-a�ci�rre Type: 8ridge Etncxrl prwi�liams�nccdat.gor+ 1'rapasec�' R/W.� Varies Pro�nscd Speec# �frnir: 1`IIA Yf=c�r Bualt: �95� NO SLIR�DY REQtiIRED FORM � •� �a1��� l�7 ��77U _/:71���1�1 Priof ec t No: WI�IS N�i: l 7HP.7.R .?I Cciunty: Doc umeri�l. Arojec! 7i�aaking Na ��Wterna�l Use) 12-a16 -0048 A lamamaei M CIC F.A. No: Funa��ing: � 91a1e FeaErciil (US.SCE, �lerimdthlequ�irea�? ❑ Yeis � No PErm�it7lypE: �IrcjE c t �IE sic ription: Reiplaicei Hric ��a Na aCl�i arn 9R ]`_I�la oueir 9arviis C reieik �YIJu lUl:1���] � [�IJ Ifl Ii171 �3�.Y�11JZ��.��►�ll��`.'J blriiEf desicni�tion c��ieueEw act�iv;itlies, riesuJtls c�rev�ie�u, ana conclusionsi: ❑ Fec eiral I�lavieiw af HPO qu�ic maps, naleiv�init �aakgraLnd �iaparis, hisloria cesi��nialionis ros�leir, aind inc eixeis was Lniderlakan an JLne l 9, aQ 2. Baseid an lhis reuiew, thema warei nia eixisting NR, SII, LD, DD, or 99 �piapeirl ieis in lhei Areia of Aateiritial Hffacits I�APE). TNeirei �ma no slrualureis oueir 510 years af zige im �Ihe APE afl�lhis projaal. TNarei is a nei�i hat sing deueila�meinit to �11-a azisl afllhe bridgei �11-a1 c ateis 1a 15199 anic oniei s�lnucilurei �la lhei weisl af �Ire �ricg�a whicih �ias cionstrtateid in ini l 951E. BriiEfE��lanat�ion c�why �Ihe auGialGibllE �infcinma�licin pnouda�E�i a rieliab�le bas is fcin rieasorici�lly pnEdicting tlhatl �IheriE anE rici uniaEnt,i iea Adsitcir�ie priopEr�liE�i ,in �Ihe.SPE: Using HFIO GIS wei�sitei anc tN ei A lamamaei C au nt�� GIS 11a� D�da wed sitei ppiavic as naliaN lei iriformanlioni re��airdirng lhei strLa�ILres in tNei A PH. Tlheisei aom�ineid ut�ilitieis �ire ccmisidemec v�dic fan 1he pur� aseis afl delermining thei likalihooc oflhis�larici rasourcies �einig ��neseirit. 6Y1 ' ' �]�M1�Zi1Ju]��Y_ II11 Y [�l�l 8aei �Rtaal- ad: Map�s FIIVIDING BY N C� OT C LII T URAL RID�IOUPIC �IEI AROAE SEIIONAL NO SURVHY RDQUIRHD FOR H18110R1CI A I�ICHITHCTURE NCDO'➢CL .-� Speicialist "Nn Stirvey Ilequir�vd"Jorm for AlGnor Tr� nspa�la tian .Nrn jecis as OualiJ�ed in IA a 20t1a Prngramnx lic Agmurnenl. NCDC T Arcltaenlagy cf� Hisrarin Aru•hi�echrru Glraup.� Datei � � + � �,� ' � ��� �� . � '-�'�F Y-q�;�" , � � • .1 �� � i� � + �. 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Photo 1— Looking upstream Service Creek at pasture and utility lines from Bridge 207. � ,�.-� � ,• � ��i., : � �, �� _- s � : �, � � - �. � r . � 4�, � ti. � _ � � a �. � k ,�, . ;� �M1 3 , � � �� � \h . . '�a; � �+F� y,y ° : .,y ":� ��A �� hr .. �c.,� 1 � . "' ' g s+::� � c'�*��1 ".. _ � � `�� a .e�� :., � y � J ` . q ~ y � �� }� ,. �� r YM1� �i � ;i y r �, � Y .�s # - �* � c �~ _ "'���_ }'�;. �� �g� rd � t, ` 7Z � _ _ �'+'._ � � j . 4w'�' s 'y > �..., ' �^: �:' �� -�� y � � € � '� . h :, � . � �.e +. * "'�' �' � � ,e�� . �,�. ..��'� .S. ��� � ' L- -.. 4 � '1 j 1 v ,{4 i � '1` Y :yF'�}� iF - - ,�h ' . w � ; „ �.. c. � . ,�p �-i.i`�� � y " _ � f - � 4 'J'• � ��F' �� ,�i _ 9�a - .. �. , s� a l ..� 9 � h vW}'. Q ` �yQ�g �.� " � 'q(�`"���,�W j a t� � �!. � � i ..C' M' . � : �` � R ° � '�' ^yG +� �r +aa�� g ,�" f �'� �'�` iJ�r�m � � a . t� � ,� -�r� 'l ".: 78��'�{`�" '...��'\ �� �� � �. �- � ��� � J.' ~ 3 , �.� '! . ; ".a. � - _;�� � � ��� �� � - . ��� i., � �� t5"�s� �rb t /',� � K � oix�3y�,� � � � ���yw� 74'S W' ` �f 5 ��: �. �f� �'�a�'�� .lr �t � �-. � � =��4� �� -` �� ' �� � ��� i ���`R��1 " " �� ` � � i# � a �` ��l � jfr� �''+�e� a� � �`- q yiM%rl�m ,, � ti'; :: Gbi �« ' �� f l� � . r �� `g � + ��� yA jy,�'� �j. :'�`"� Y1-s_ 0.�� �!- ^� �. � . � y ,�x � I � _' F � � i ,R .` �, , 4, �'" ''' s� �E�' #�� `� _� �`� y� ��t,y � � ' _ � },��x� ,� ^ �� ,. li � � r c'#�C�.:� .�au�h.�.^.+. ...�..��_3�''1� #�.�+?" � �. .� .. � . . . � � � '�'s Photo 2— Looking downstream Service Creek at wooded area from Bridge 207. � � M.4 . c. . _ '_ . � 1 �. �—� 4;�,� . ,� � � `> � _ - !�!!lil , � _ - S � Y ._� R ' 1 �M � _�v� i� . r � � ��_ . _ �� , ��' ' � �� } "r � ° �i 1 � i � �n, �*t� r'• ';'� �'� • •�� s ?%� � � - -_ � i � ��— — — � �__ _ A �_ _ ��-- -- �I �-- � <_ � � �` _ � :� � �� s.�w ,:re - - - - � �� ..� - � -- . . - � � , .r �y��;�'+^ �{. � . a- • � ,(� � � .e �� 3 F " .r^���: �. . -: � .. Photo 3- eridge 2071ooking downstream from Left Descending eank. 4� iy� �&".a . - t � - l �.b �. �, � 1� �� --�-- — - — -_— �� '�_,� �. ._ ---' � � _. I �, _,.. � .. . .. , 6 ,. �'Ih �._ . . _ ._ . _ -� � � � . _ _ � y-� �v i,. _ -- '� �,� � ����� s;, �5- �a�` , i � i , � � �� � . l ,, . �� M1 � � �� � � �M1� �� � y" �. ' ,4 �w � \ y� �_x � � .c. �� � i,, a-.. � d'$,��4 �, ' � � x . r�� .�k kJ4�� 4:'" � F r 3F'��' � M � _ � � � $'.4 . � � :����e �� 'z=- .... % ,_ . Photo 4- Bridge 2071ooking upstream from Left Descending Bank.