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HomeMy WebLinkAbout20140238 Ver 1_Application_20140311fr� yy,i�f'� .'` +a ,.�`M1i.�'. ,� +� .`� � ,� %��'�� ��,;� � S � � ,a . ; �t ��l � „`�,. ``s i��; //� � ,, � ( 4 `p�,�4 x v ��� l„.�' • STATE (�F N�RTH CAR()LINA DEPARTMEN'T (�F TRANSP't�RTATION FAT McCRCJRY P. O. Box 25201, Ralelgh, NC 27611-52Q2 TCJNY TATA G(�VERNOR PHONE: � 19-733-2520 SECR.ETAl2�C' ����h 11, 2014 Mr. And� Williams U. S. Ar�ny Corps of Er�gineers R.aleigh Regula�tory Field C�f�ce 3 3 31 I�eritage Trade L)rive, Suite 1 US �Vake Fores�t, NC 275 $7 Subj ect: Naticanwide Pe�rnit # 14 Replace Bridge # 129 an SR 159� with R�BC Ashe County, Narth Carolina ' Project Number: 178P.11.R.55 (I.�►W(� Permit Fee: �240) Llear Mr. Williams: The North Carolina Departmer�t of Transportatian is scheduled to replace Bridge # 129 wlth a double barreled 11'x 6' RCB� at the same location. The ex�sting bridge is 21' long x 2t�' w�de and has a timber floor on steel I-beams with tlmber abutments. The culvert will be buried 1' xnto the streambed and flavv tivill be isolated to one barrel to maintain aquatic 11fe passage. n�Iltig�:tiar� will be provided through EEP (31' x 2:1). No on-site detour is praposed. Stream impac�s are tabulated below. Stre�.m Impacts: Proposed Riprap Total Impa�i�s S�ation Existin Structure Temparary Impacts at this Stat�+�n � Number Structure �►ize Size I�ewaterin feet feei 21' lor�g x 20' 2�� 31'x 11'x Brid e# 129 wide brid e 6' RCBC 30 82 14� Perm. Fill/Rip�°ap Impa�cts Total P�-aject Stream = 113 �'eet Im aets =143 feet The replacement of the e�isting bridge with the prc�posed new culvert wi1� requir� temporary dewatering. An impervious dike will be construc�ed upstream of the existing structure to create a small paol. Clean water will tempc�rarily be pumped ar�und or piped through the can�truction area and wi11 be discharged downstream. �..r�y dirty water located �nslde the cor�structior� are� P. O. Box 250, N. WI�,K.�s$nRO, NC �8659 PHOr�E (336) 66?-9111 FAx (336) 66'7-454� Mr. Andy �illiams Bridge # l 29 on �R 1595, Ashe Page 2 March 11, 2014 will be pumped into a silt bag if necessary. C)nce th� n��v structure is in place, the �mperv�ous dike� will be removed ar�d preconstruction streamb�ed elevations will be restor�d. �onstructio� of this project will require impacis to waters of the tJnited States 1n the N�v� River Basin. The existing bridge crosses N�atha�s �r�ek (Class: B; Trout ��. This project was reviewed for the� pre�se�ce of threa�tened and �endangered species and w�ll have n�a �f�`ect c�n any federall� listed threatened or endangered sp�ecies. �ultural resource co�mpliance� v�or1� has been campleted (see attached). �� The project lmpacts should not remo�e or degrade� existi�g water quality uses. S���nwater wi�ll be routed through grass or rocl� lined ditches, depe�ding c�n the d:itch l�ine slo�e. Total land dlsturbance will be less than 1 acr�. By utilizing th� era►��i�on control measures outlined in �he attachme�ts t� thls applicatic�n, dawnstr�am water quality standards will be protected. A11 approprlate BI��IPs wlll be used during construction. By copy of this electronic letter, it is requested that Mrs. l��Iarla Chamb�rs wlth the N�c►rth � Carol�na Wildlife Resources �ommiss�ion co�mmer�i directly to� you concern�ng the� 404 Natlonwide Permit applicatic�n with a copy sent to �ne. By copy of this electronic letter, it is requested that the D�ivislo�n of VVater Quality, 401 /Wetlar�ds ������� Unit, issue the appr�priate permit for construction of this proj�ect. It is requested that any ����� comments related to the 401 certi� cation be forwarded directly to me with a copy sent to tihe �[J�S ����� Ar�ny C orp s a f Engine ers . ������������� �Te would l��ke to b�egin construct�or� as soon as po�sible. If further ir�formation is required, pl�ase let me know. Your early re�zew and consid�ration will be� appreciated. �� Si�cerely, � Heath Slaughter Division Environmental C�fficer Enclosures cc: Andy Williams, LTS Army Corps of Engi�eers :Marla Chambers, NC�VRC Amy Chapman, Dx�islon af �Tater Quality Dave Wanucha, Division of Wate�° Quality Mike Pettyj oh�, PE, Iaivisic�n Englneer David. Wayne, PE, Bridge 1Vlain�enance Engineer Jami Guynn, Divis�on Brldge Pro�ram Mar�ager �-Ie�th �l�:ughter, Divislon Environme�tal CJff�cer Neil Trivette, Rc�adslde Environmental Field (�peratians �r�gineer f�r:Jrt'['f !r�r;t�i��,. �[r +�r4f�'F,�7tfi .:i`i ��I�)�1.��}8�D1�� '��[7� P�GH��T�}Ftl�� fl� [-�I��'tllt�C.` P}�f�IPF�TiF.� �I�C��irTT}r��'FF+C,TE�1� �(�T�[�7 4'I�CI,I�:C;7' l'ti��.)1�i4�1_i�l'CCl'ti {'�•r)��ci r1`r�. �'�� 1�.� ;`4'(1.' 1J�Q��.I.�.�..�I�' I�'..F�. r1`r7: 1�'�kci'e�•c7i' f f����C.'1;; 1'��•�r� �r f�t�cfrr�r«1' �.rfFtfJ.�l�� �L�fi� 1��rc�a�r�;t �� �.� f'rrt�r.�rrt�.� � `�[.�[c I�LiI��'z�l � �r'�� n "��+ :�'rr-r�r�r �J�ti�{.r�'. 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A�F�e C�unty e�rrent �IS rTtia��inr�, �c�ri�f ���tc�c��'�pi7v�, �r�el t�sx irifr�rr�t�,t��sr� intiic�t�� ar� ,�.�'E ��,+:th �r�c�dlan�, pa�kUr�, � nri �ev�r�l :auilk r�.:r�4irr,�� �vi��,ve� 1 C)�tc�€st�' 7.t]l ].,1, i k�� c�rn�r�f�ensiv� archate��ku��l sunrey �o the ce�ur�ty i� €���nt {��i��-5 j��� r�cc�r�i�;d n4 pFa�z�rtie� in th� Ai�f:, ��r�irk frc�r� Che Hoke �n�1 L���r�� U'J2��n�r H[�us� �AH 471;� �r€� Nd��irn�l Ret,ister-liste�i prop�rti�s are I€���tc� in khe 1�.�'E, i�c�uding th� Fe� er�l ��rr��it �se�, �r�rti;�r�cle�l ir� 1�b3, f3rids�� N�. 1?� is r��i�f�er in�l�r�i�d in t�� NCD�?T ?�i�tc:�rie �ridg� S�i�ue��, n[�r r��r�s�n�,:�t.iv� �� �nY di�tincti+r� e[�gin�ering �r' �es[�eki� type. F�'��il�ta�� ��ri�k ���togr��h�y �n�f cskh�r im��et�� �?r����d in��ufF�ci�,�t t� ��c�s�{�tel��+ �d�j7tif}�r �r�d ��.��.� bui�t ��aF�,ur��� i�i �h� A�E, thus a�ield ��r�d��y ����� ��sr�elu�t�� r�n f��u�rn�i�r 2.1, ?p7 1. 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Traekir:� �lo. 1�-Q$-(]126 C�e�.nmh�r �[}1� L�a�e�� s��,t�i �rc�rn US ��.1 t�w�rc�s �rr�g� I��. �.�g �r�� �c�l�� �r�d �er�r�� �'Ua��r��� H���� ��H ��1} b��rc�n�. ���r��e�'w�arl�sh�p �##��� �c��� '���c�n�r F��a�d�. NCp�1`I — hii5ts]Yi� Arc.�ritrcturc b11B5 �#] 713P.11.R 47 Tr,��kin�; N�_ Pl-��3-GP��6 �]e�ernb�r �{�11 �i�k� �nd L�n��'�a�c���r H�use �A�H 4�1) ��`�.7'� Hak� 1N�g�rr��� Road}- � Y n ��� ��� ; , i� ��� �,�� . _ �. �.. - . . hl�CO� — Histor�� ArchitE'ckur� +�,+d� rr1J�f' 11.Ft.4! TraCkia3� �Jn. ��-4�$-�'a17� C�rcrrt�her �L�11 .a j!��� �k,..� 5,�� ���� I�1; ��� �,A ���� off��e u�� oniye a � � ,��� �' ��' Co�rp� action ID no. t � ' k��� � ���,.�� � �� � � � � � -� D�WQ pro�ect n�. � � , � }�� � � � "pt� «��,r Form Version 1.3 Dec i � 2Q08 Pre-+Cons�ruction Notific��ian (PCN) Form A. A�plic�nt Information 1. Processing 1 a. Type(s) of approvai sought from the Corps: (� Section 4�4 Permit [,� Section 1 � Permit 1 b. Specify Nationwide Permit {NV1JP) number: 14 or General Permit (GP} number: 1 c. Has the NV11P or GP number been verified by the Corps? C] Yes � No 1 d. Type(s) of appraval sought from the DWQ (check all that apply): � 4Q1 Water Quality Certification -- R�gular ❑ Non-4�4 Jurisdictional Gener�l Permit �] 401 Water Quality Certification — Express ❑ Ripari�n Buffer Authoriz�tion 1 e. Is this notification solely for the record For the record only for dWQ 401 because written appraval is not required? Certification: ❑ Yes � No 1 f. Is payment into a mitigation bank or in-Iieu fee program proposed for mitigation of impacts? lf so, attach the acceptance letter from mitigation bank ar in-lieu fee program. 1 g. Is the praject located in any af NC's twenty caastal counties. If y�s, answer 1 h below. For the recard anly for Corps Permit: � 1�'es � Na � Yes ❑ �Jo ❑ Yes � No 1 h. Is the projecfi located within a NG DCM Area of Environmental Cor�cern (AEC)? ❑ Yes 2. Project Infarmation 2a. Name of project: Bridge #129 on SR 1595 2b. County: Ashe 2c. Nearest municipality f tawn: Jefferson 2d. Subdivision name: 2e. NCDOT anly, T.I.P. or state �7gP.11.R.55 project na: 3. C�wner Information 3�. Name(s} on Recorded Deed. NCDOT 3b. Deed Book and Page Na. 3c. Respansible Party (for LLC if applicable}: 3d. 5treet address: 8�1 Statesville Road 3e. City, state, Zip: North Wilkesbara, NC 28659 3f. Telephone no.: 336-9a3-9202 3g . Fax no. : 336-667-4549 3h. Emai! address: hsiaughter�C�ncdot.gov � �� Page 1 af 1 � PCN Farm -- Version 1.3 Dec�mber 1�, �C��B V�rsion 4. Applicant Infarrnation (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applic�ble): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: ; 4h. Email address: ' 5. AgentlCansultant tnformation �if applicable) 5a. Name: 5b. Business narne (if �pplicable): 5c. Street add ress: 5d. City, state, zip: , 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page2af1Q P�N Form -- Version 1.3 December 1�, 24�8 Ver�ion B. Project Informatian and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates {in decimal degrees): Latitude: 36.�46192 Longitude. - 81.374a2 (DD.�DDDDD) (-DD.DDDDDD)'' 1 c. Property siZe: a.5 acres 2. Surface Waters 2a. Name of nearest bady of water (stream, river, etc.) to N�thans Creek proposed project: 2b. Water Qu�lity �lassifi�ation of nearest receiving water: B; Trout + Zc. River basin: New 3. Project Description 3a. Qescribe the existing conditions on the site and the general land use in the vicinity of the project �t the time c�f this application: Substandard bridge ta be replaced in a rural area 3b. List the tatal estimated acreage of all existing wetlands on the property: 0 3c. L.ist th� total estimafied linear feet of all existing streams (intermittent and p�rennial) on the property: 10a linear feet 3d. Explain the purpose of the propased project: Upgrade substandard stream crossing 3e. Describe the overall project in detail, including the type af equipment to be used. See att�ched cover letter. 4. Jurisdictianal Determinatians 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or abtained for this prope�ty / praject (including all prior phases) in the past? � Yes � No � Unknown Cc�mments: 4b. If the Corps made the jurisdictional determination, what type ofi determination was m�de? C] Preliminary Q Final 4c. If yes, who delineated the jurisdictional are�s? Agency/Consultant Company: Name (if known): C�ther: 4d. If yes, Iist the dates of the Corps jurisdictian�l determinatic�ns or State determinations and att�ch documentation. 5. Praject History 5a. Have permits or certifications been requested or obtained for � Yes this project (including all prior phases) in the past? 5b. If yes, explain in detail according ta "help file" instructions. 6. Future Praject Plans 6a. Is this a phased project? 6b. If yes, explain. [� Ye� I'� � ►1 • ❑ Unknown ���� � �f �o PCN F�rm -- Version 1.3 December 1U, 2aQ8 Version C. Proposed Impacts Inventory ' 1. Impacts �ummary ' 1 a, Which sections were completed below for your project (check a!I that apply}: [�] UVetlands � �treams - tributaries ❑ Buffers �] CJpen Waters ❑ Pond Canstructic�n 2. Wetland Impacts If there �re wetland impacts prop�sed on the site, then complete this question for each wetland are� impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetiand Forested (�orps - 4Q4, 10 Are� of impact Permanent �P) or (if kn�wn) DWQ -- nan-4��, other) {�cres} Tem arar T 0 Y�s 0 Corps W1 ❑P�]T � WZ ❑POT W3 ❑P❑T W4 ❑P❑T W5 [�P❑T W6 [�P❑T ,� ■ � ■ �► ■ a, ■ « ■ r ■ « ■ � ■ « ■ � ■ • ■ •• � i � . M N ■ e �► � � � ■ � � ■ • �► ■ �► � ■ •. ■ � � �g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perenr�ial or intermittent stream impacts (including temporary impacts) proposed on the site, then complefie this question for ail stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofi jurisdictic�n Average �►�p��� number - (PER) or (Corps - 404, 10 stream length Permanent (P} or intermittent p�(� .- non-4Q4, width �Iinear Temporary {T) (II�T)? other} (feet) feet) S1 �P�T S2 [[�P❑T �3 ❑P�T S4 ❑P[�T S5 ❑P❑T S6 ❑P[�T RCBC, Riprap & � P�R Dewatering Nathans Creek � �NT ❑ PER ❑ 1NT ❑ PER ❑ I NT [] PER ❑ i NT [] PER ❑ I NT ❑ PER ❑ INT 3h. Total stream and tributary impacts 3i. Comments: 31 RCBC, 82 riprap, 30 dewater � Cc�rps � DWQ 10 Q Corps D �wc� ❑ Corps ❑ C7WQ [] Corps ❑ DWG2 ❑ Corps ❑ DWQ ❑ Corps ❑ DWQ Page 4 c�f 1Q P�N Fnrm -- Version 1.3 December 10, 2��8 Version 143 143 4. C)pen Water Irnpacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, s�unds, the Atlantic C�cean, or any other ap�n w�fier a�f the U.S. then individually Iist all apen water impacts below. 4a. 4b. 4c. 4d. 4e. 4pen wafier Name of waterbody impact number — �if applicable) Type of impact Waterb�►dy type Are� af imp�c� (acres) Permanent (P) or Tem orar T CJ 1 [�] P ❑ T 02 ❑P�T Ca3 ❑PL]T 04 ❑P❑T 4f, Tatal open water impacts 4g. �omments: 5. Pond ar Lake Construction If ond ar lake constru�tion ro osed, then corn lete the chart below. 5a. 5b. 5c. 5d. 5e. Vi/etlan� Impacts (acres) Sfire�m impacts (feet) Upland Pond ID Prc�pased use or purpose {acr�s) number of portd Flooded Fiiled �xcavated Flaoded Fi11ed Exc�v�ted FlQOded P1 P2 5f. Total 5g. Gomments: N/A 5h. is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: �i. Expected pond surface area (acres): 5j. Size of pand watershed {acres): 5k. Method of constructian: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the ch�rt below. lf yes, then individually list all bufFer impacts below. If an im acts re uire miti ation, fihen ou MUST fifl out S�ction D af this form. 6a. ❑ Neuse � Tar-Pamlico ❑ Qther: Project is in which protected basin? ❑ Catawba � Randleman ' 6b. 6c. 6d. 6�. 6f. 6g. Buffer impact number — Reast�n Buffer Zane 1 impact Zone 2 imp��ct Permanent (P) ar for Stream name mitigation (square feet} (squ�re feet) Tem ora T im act re uired'? ❑ Yes B1 ❑P❑T ��o ❑ Yes B2 ❑P❑T ❑No 0 Yes B3 �P(�T []No 6h. Total buf�er irnpacts �i. Comments: Page S of 1 � P�N Form — Versian 1 a3 December 1 U, ZUU� Versi�n D. Impact Justification and Mitigation 1. Avoir�ance and Minimization 1 a. Specifically describe measures taken to avoid or minimiZe the proposed impacts in designing project. ; The culvert length is the minimum needed tc� improve safety at this location. 1 b. Specifically describe measures taken to avoid or minimize the proposed impac�s through construction technique�. All appropriate BMPs wil{ be used during construetion 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Wa#ers of the State 2a. Does the praject require Compensatary Mitigation for � Y�s ❑ No impacts to Waters of the U.S. or Waters of the State'? 2b. If yes, mitigation is required by (check all that apply): [� DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this P� ment to in-lieu fee ra rarn ro' e ct? � Y p� p J ❑ P�rmittee Responsible Mitigation 3. Cc�mplete if llsing a Mitigation Bank 3a. Name of Mitigation B�r�k: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Camments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Appraval letter from in-lieu fee program is attached. j�} Yes 4b. Stream mitigatian requested: 62 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ coof �cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Nc�n-riparian wetland mitigation requested: acres ' A�g. CoastaL (tidal) wetland mitigation requested: acres 4h. Gomments: 5. Complete if Using a Permittee Responsible Mitigation Plar� 5a. If using a permittee respansible mitigation plan, provide a description of the proposed mitigatican plan. P�ge 6 �f 1 Q P�N Fc�rm -- Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffier Rules) — required by DWQ �6�. Wili the praject result in an impact within a protected riparian buffer that requires [� Yes � Na buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian bufFer that requires mitigation. �alculate the amaunt af mitigation required. 6c. 6d. 6e, �on� Reason for impact Total impact Multiplier Required mitigatian (square fieet) (square �eet) Zone � 3 {2 for Catawba) Zane 2 1.5 6f. Total buffer mitigation required: ' �g. If buffer mitigation is required, discuss what type Qf mitigation is propased (e.g., payment to priv�te mitigation b�nk, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 P�N Form -- Version 1.� December 10, 2008 Version E. �torrnwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flaw Plan 1 a. Doe� the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? 1b. if yes, then is a diffuse flow plan inciuded? If no, explain why. Comments: ❑ Yes � No ❑ Yes ❑ N� 2. Stormwater Mana ement Plan 2a. What is the averall percent imperviousness of this project? °I� 2b. Does this project require a Stormwater Management Plan'? [� Yes � No 2c. If this project D�ES NOT require a Starmwater Management Plan, expiain why: Disturbing iess than 1�cre 2d. if this project Dl'�ES require a Stormwater Management Plan, then pravide a brief, narrative descriptian of th� pl�n: 2e. Who will be responsible far the review of the Stormwater Nlanager�nent Plan? 3. Certified L.ocal Gavernment Stormwater Review 3a. In which local government's jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): 3c. Has the approved Stormwater Managemenfi Plan with proof of �pproval been attached? 4. DWQ Stormwater Proqram Review ❑ Certified L.ocal Government ❑ C�WQ Stormwa�er Progr�m ❑ DWQ 401 Unit [� Phase II 0 NSW [� USMP ❑ Water Supply Watershed ❑ t�ther. ❑ Yes �] No � Coastal counties ❑ H G2W 4a. Which of the following state-implemented stormwater management programs apply � p�� (check all th�t appiy): ❑ Session Law 2006-246 ❑ Other; 4b. Has the apprc�ved Stormwater Management Plan with proof of approval been attached? 0 ��� 0 N° 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Pian meet the appropriate requirements? � Y�� ��� 5b. H�ve all af the 40� Unit submittal requirements been met? ���� ��;� Page S c�f � Q PC�O Farm — Versian '!.3 December 1�, 2�(�8 Versi�n F. Supplementary lr�formation 1. Environmental Documentation (DWQ Requirement) 1 a. Does the prc�ject invalve an expenditure of public (federal/state/local} funds c�r the Yes No use af ublic federal/state land? � � p t ) 1 b. If you answered "yes" to the above, does the prc�ject require prep�ration of an environment�l document pursuant to the requirements of the �lationa� ar State ❑ Yes {�) Na (North Carolina} Environment�l Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the abave, has the document review been finalized by th� State Cie�ring Hc�use? (If sa, attach a copy of the NEPA or SEP� final approval letter. ) ❑ Yes Q Nc� �amments: 2. Violations {DWQ Requirement) 2a. Is the site in violation of DWQ Wetiand Rules (15A NCAC ZH .0500}, Isalated Wetl�nd Rules (15A NCAC 2H .13�0), DWQ Surface Water or Wetland Standards, ❑ Yes � N� or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or bath of the above questions, provide an explanation of the violatior�(s): 3. Gumulative lmpacts (DWQ Requirement) 3a. Will this project (based an past and reasonably anticipated future impacts} result in Y�� �� additianai develo ment which cc�uld im act nearb downstream water ualit ? � � P � p Y q Y 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulafiive impact analysis in accord�nc� with the most recent DWQ policy. If yau answered "no," provide a short narrative description. 4. Sewage Dispasal (DWQ Requirement) 4a. Cleariy detail the ultimate treatment methods and disposition {non-discharge or dischargej of wastewater gener�ted frc�m the proposed praject, or available capacity of the subject facility. N/A Page9c�f 10 P�N Form -- Versic�n '�.3 December 1�, 2�08 �lersion 5. Endangered Species and Designated Critical Habitat (Corps Ftequirement) 5a. Will this project occur in or near an area with federally protected species or habitat? 5b. Have you checked with the USFWS concerning Endangered Species act impacts? 5c. if yes, indicate the USFWS Field Office you have contacted. [� Yes � No Q Yes � Na ❑ Ra{eigh �] Asheville 5d. What dat� saurces did you use to determine whether your site would impact End�ngered �pecies c�r De�ign�ted Critic�al Habitat? GIS and visual observation 6. Essential Fish Habitat (Cc�rps Requirement� , 6a. Wil� this project occur in or near an area designated as essentiai fi�h habitat? ❑ Yes � No 6b. What data saurces did you use to determine whether your site wauld impact Essential Fish Habitat? WRC will comment 7. Historic or Prehistoric Cultural Resources �Corps Requirement) 7a. Will this project occur in or near an area that the state, fiederal or tribal gavernments have designated as having historic or cultural preservation Yes No status e. . Natianal Historic Trust des� natian or ro erties si nific�nt in � � � 9= � p p � North Carolina history and archaeology)'? 7b. What data sources did you use to determine whether ynur site would impact historic or archeolagic�l resources? Project was reviewed by the OHE. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 1 �0-year floodplain? � Yes ❑ No $b. If yes, explain how project meets FEMA requirements: NCDCJT H�Odraulics Unit approved structure size. 8c. Wh�t source{s) did you use to make the floodplain determin�ation? ncfloodmaps.com J�. Heath Slaughter Applicant/Agent's Printed Name �` � � � m � � Applicant/Agent's �ign� � (Agent's nature is valid on{y if an autharizatio etter frc�m the applicant 'rs provided.) 3/'I 1 /14 C��te Page 10 c�f 1 � P�N Form -- Versic�n 1.3 December '1 �, 2008 Version Hand Existing Existing PermanentPermanentTemp. Temp. ExcavationExcavationMechanized ClearingPermanentPermanent Temp. Temp. ChannelChannelNatural SheetSiteStationStructureFill InFill InFill InFill Inin in Clearingin SW SW SWSWImpactsImpactsStream No.No.(From/To)Size / TypeWetlandsWetlandsWetlandsWetlands Wetlands Wetlandsin Wetlands WetlandsimpactsimpactsimpactsimpactsPermanentTemp.Design (ac)(sq ft)(ac)(sq ft)(ac)(sq ft)(ac)(ac)(ac)(sq ft)(ac)(sq ft)(ft)(ft)(ft) 41-L- 11+00 to 13+10 (Existing Bridge #129 Site) 2 Barrel 11'x6' RCBC (31.0 LF of Structure)0.02837.00 31.0 Lf of Structure 82.0 LF of Rip Rap SHEET TOTAL:0.02837.00113.0 LF ATN Revised 3/31/05 SHEET 1 of 1 ####### WBS - 17BP11.R.55 (04-0129) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS AsheCOUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS Project Tracking No. (Internal Use) I 11-08-0126 NO PREHISTORIC OR HISTORIC PROPERTIES PRESENT/AFFECTED FORM PROJECT INFORMATION Project No: Str. #040129 County: Ashe WBS No: 17BP.11.R.47 Document: PCE orMCC F.A.No: na Funding: ~ State D Federal Federal (USACE) Permit Required? ~ Yes D No Permit Tjpe: NWP 3 or NWP 14 Project Description: NCDOT intends to replace Bridge No. 129 on SR 1595 (Hoke Waggoner Road) over Nathans Creek. No preliminary plans were available at the time of review, but a proposed study area of at least 600 feet (roughly 183 meters) long and 150 feet (nearly 46 meters) wide, encompassing an area of nearly 2.1 acres (approximately .8 hectares) was proposed. For the purposes of this review, the study area will be considered the APE. Currently, no new ROW is anticipated and an off-site detour will likely be used during construction. Temporary construction easements are possible and a US Army Corps of Engineers permit is expected to be required. SUMMARY OF FINDINGS TheNorth Carolina Department of Transportation (NCDOT) reviewed the subjed project and determined' Historic Architecture/Landscapes D There are no National Register-listed or Study Listed properties within the project's area of potential effects. D There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project's area of potential effects. D There are no properties within the project's area of potential effects. D There are properties over fifty years old within the area of potential effects, but they do not meet the criteria for listing on the National Register. D All properties greater than 50 years of age located in the APE have been considered and all compliance for historic architecture with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. D There are no historic properties present or affected by this project. (At/arh a'!Y notes or documents as needed) Archaeology ~ There are no National Register-listed or Study Listed properties within the project's area of potential effects. D No subsurface archaeological investigations are required for this project. ~ Subsurface investigations did not reveal the presence of any archaeological resources. D Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. D All identified Archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. ~ There are no historic properties present or affected by this project. (Attach a'!Y notes or documents as needed) "No Historic PropertiesPresent"formfor Minor TransportationProjectsasQualifiedinrhe2007ProgrammaticAgreement. NCDOTArchaeology & Historic Architecture Groups SUMMARY OF CULTURAL RESOURCES REVIEW Briefdescription of review activities, results of review , and conclusions: A s noted on the Surve y Required Form dated Sept ember 30, 2011, no previously identified archaeologic al re sources ar e recorded inthe project area , but theN C Divi sion of Archives and History-sponsored archaeological survey along the New River identified a large number of archaeological sites in similar settings in 1978 . It wa s deemed prudent to conduct an archaeological reconnaissance of the project area to determine whether or not subsurface testing would be required. This reconnaissance of the APE for the proposed replacement of Bridge No. 129 was undertaken by NCDOT staff archaeologists , Shane Petersen and Brian Overton on December 28, 2011. A visual in spection of the project area revealed that much of the area northwest and southwest of the existing bridge is low and appears to be frequently inundated. Additionally, the alluvial terrace to the southwest of Bridge No. 129 appears to have been cleared and graded for a power-line easement. Areas further south are wooded with mature secondary growth on steep slopes. Areas to the east of Bridge No. 129 have been cleared and appear to be mowed regularly. Only the area to the northeast of the bridge is fenced in as one might expect for p asture, but the area within the defined APE exhibited standing w ater in a small swale that paralleled Hoke W aggoner Road. While a similar swale appeared to be visible nearer N athans Creektothe southeast of thebridge,nost anding water was observed. Nevertheles s,subsurface testing in this area was begun roughly 20 meters south of the creek to avoid this lower area. Two subsurface te sts were placed parallel to the road, 20 meters apart, a nd each 15 meters from edge of pavement. E ach soil profile recorded shallow,gravell y,loamsoilswithno cultural material s. No further archaeological inve stigations were deem ed nece ssary. No further archaeological investigations are recommended for the replacement of Brid ge No . 129 as proposed. Should the project change further inve stigation m ay benecessary. The project as described should be considered to be compliant with Section 106 and NCGS121-12a. Shovel Test Results for Bridge No. 129: Quadrant Shovel Test Pit Level Depth (top) Depth (base) Munsell Color Soil Texture Artifacts Notes so utheas t 1 I II 0 26 26 38 10YR3/3 10YRS/4 dark brown yellowish brown loam silty clay loam no n o Very gravelly. Very gravelly. I 0 10 10YR3/3 dark brown loam no Very gravelly. southeast 2 11 10 26 10YR3/3 m ottled with 10YRS/4 dark brown mottled with yellowish brown silt loam no Very gravelly. III 26 30 10YRS/4 yellowish brown silty clay loam no Very gr avelly. SUPPORT DOCUMENTATION See attached: Subsurface testing map of th e project area; photographs of the project area. Signed : O/-CY-1Z. Cultural Re sources Specialist, NCDOT Date "No Histone Properties Present" fo rm for M inor Transportation Projects as Qualifi ed in the 2007 Programmatic Agreement . NCDOT Archaeology & Historic Architecture Gr oups “No Historic Properties Present” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. NCDOT Archaeology & Historic Architecture Groups Aerial photograph of Bridge No. 129 on Hoke Waggoner Road over Nathans Creek, illustrating subsurface testing locations. Standing Water STP No. 2 STP No. 1 “No Historic Properties Present” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. NCDOT Archaeology & Historic Architecture Groups Cleared area in utility ROW southwest of Bridge No. 129 (facing south). Bridge No. 129 on SR 1595 facing northeast. “No Historic Properties Present” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. NCDOT Archaeology & Historic Architecture Groups Fenced-in field to the northeast of Bridge No. 129 (facing south). Low, overgrown area to the northwest of Bridge No. 129 (facing south). “No Historic Properties Present” form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. NCDOT Archaeology & Historic Architecture Groups Fenced-in field northeast of Bridge No. 129 and US 221 (facing northeast). Cleared field to the southeast of Bridge No. 129 (facing southeast).