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Home My WebLink About20160827 Ver 1_Application_20160824 Carpenter,Kristi From:Bryan, Roger D Sent:Wednesday, August 24, 2016 1:19 PM To:Beckwith, Loretta A SAW; Chambers, Marla J; Barnett, Kevin; Carpenter,Kristi; Andrew Henderson (andrew_henderson@fws.gov) Cc:Medlin, Christopher D; DeWit, Benjamin J Subject:Bridge 990130 Yancey Permit Application Attachments:Bridge 990130 Plans.pdf; Bridge 990130 Yancey Permit Application.pdf; Bridge 990130 Yancey PJD Form.pdf I have attached a permit application and plans for a NWP 14 for a bridge to bottomless culvert on Cane Branch in Yancey County. I have also attached the PJD Form for the Corps file. Please email me if you need any additional information. Thanks Roger D. Bryan Division Environmental Program Supervisor II Division 13 Department of Transportation 828 251 6171 office 828 337 5234 mobile rdbryan@ncdot.gov 55 Orange Street PO Box 3279 Asheville, NC 28802-3279 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 Corps Submittal Cover Sheet Please provide the following info: 1. Project Name: Bridee 990130. SR 1146 Cane Branch Road 2. Name of Property Owner/Applicant: NC DOT 3. Name of Consultant/Agent: *Agent authorization needs to be attached. 4. Related/Previous Action ID number(s): 5. Site Address: N/A 6. Subdivision Name: 7. City: Burnsville 8. County: Yance� 9. Lat: 35.90568 Long: _ 82.23323 (Decimal Degrees Please ) 10. Quadrangle Name: Micaville 11. Waterway: Cane Branch 12. Watershed: French Broad River 13. Requested Action: X Nationwide Permit # 14 General Permit # _ Jurisdictional Determination Request _ Pre-Application Request The following inFormation will be completed by Corps office: AID: Prepare File Folder Assign number in ORM Begin Date Authorization: Section 10 Section 404 Project Description/ Nature of Activity/ Project Purpose: Site/Waters Name: Keywords: Transportation August 24, 2016 Ms. Lori Beckwith US Army Corps of Engineers 151 Patton Avenue, Room 208 Ashevillc, NC 28801-5006 Subject: NationwidePermit#14 Bridge 990130, SR 1146 Cane Branch Road State Project No. 17BP.13.RJ7 Yancey County, NC Dear Ms. Beckwith: PAT McCRORY ca��„o, NICHOLAS J. TENNYSON s��.�rory I have enclosed a set of plans, a PCN application for NWP #14, and a vicinity map relative to the proposed bridge replacement project on SR 1 146 Cane Qranch Road, Yancey Counry, NC. We propose to replace the existing 17'bridge with an I 8' bottomless culvert (bridge). A total of 121 linear feet of permanent impacts will occur for structure footing (61') and rip rap (50`) in Cane Branch. Temporary impacts of 121 linear feet on Cane F3ranch are necessary for dewatering during construction. Tl�c existing streambed under the structure will not be impacted or modified. T'he stream is approximately 6-8 feet wide with a predominately cobble, boulder and bedrock substrate. Cane E3ranch is classified as Class C, Trout. �xisting channel morphology will be maintained upstream and downsUeam of the bottoniless culvert Riparian vegetation will be reestablished along disturbed areas associated wilh the project Stormwater will be diverted through grass-lined ditches or vegetated buffers prior to entering streams. This project may impact potentially suitable northern long-eared bat (Myotis septenh�ionalis) (NLEB) sinnmer roosting habitat via U'ee clearing. Less than 10 trees will be cleared for the project. However, the project is located outside of the highlighted areas/12-digit HUC's and does not require prohibited incidental take; as such, this project meets the criteria for the 4(d) rule and any associated takc is exempted/excep[ed. No effect on the remaining Yancey County list of federally protected spccies (threatened or endangered) or designated critical habitat will occur. Andrew I lenderson of US Fish and Wildlife Service is copied on the a�plication for review. !'�'Nothing Compares�. Staleo(NonhCamlina', DeparlmcnloClrunspotlalion I DivisionThineen 55 Orange Slreet I F'O 6ox 3279 I Ashevflle, NC 28802-3279 82825161]I T Ms. Lori Beckwith Page —2 Bridge 990130, Yancey County August 24, 2016 As a part of the 401 Certification process, the project was processed through the DOT Programmatic Agreement for Minor Project as required by Section 106 of the National Historic Preservation Act of 1966 and GS 121-12(a). No Historic Resources will be affected. By copy of this Ietter, we request Marla Chambers, North Carolina Wildlife Resources Commission Western Region Coordinator, to comment directly to the Corps concerning the permit request. By copy of this letter, we are asking the Area Roadside Field Operations Engineer, to comment on the above project. Cane Branch is classified as Class C, Trout. The project will not require a trout buffer variance. By copy of this letter, I am forwarding one electronic copy of the application package to Kristi Lynn Carpenter, NC Division of Water Resources, Transportation Permitting Unit with cc to Kevin Barnett, NC DWR Asheville Regional Office for review and comment. Please charge the application fee of $240.00 to WBS element # 17BP.13.R.77. Please forward comments directly to the Corps with copy to Division 13 Environmental Officer. -- — -- Your eartiest consideration for this request wou�d be greatly appreciated. I you ave any questions or information needs, please contact me at (828) 251-6171. Sincerely, � °' �-�" Roger D. Bryan Division 13 Environmental Officer Enclosures cc: J.J. Swain, Jr., P.E. Chris Medlin, P.E. Ben DeWit, CPESC Kevin Barnett Kristi Lynn Carpenter Marla Chambers Andrew Henderson c`'�t� W a�FR°c � �y n " -c Offce Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the X Section 404 Permit ❑ Section 10 Permit Corps: 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes X No ❑ Yes X No if� Is paym��a mifigaf�on an c o� i�ieu fee program propose�c �r mitig�ion � Yes X No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes X No below. 1 h. Is the project located within a NC DCM Area of Environmenta� Concern (AEC)? ❑ Yes X No 2. ProJect Informatlon 2a. Name of project: Bridge 990130, SR 1146 2b. County: Yancey 2c. Nearest municipality / town: Burnsville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state 17BP.13.R.77 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if N/A applicable): 3d. Streetaddress: N/A 3e. City, state, zip: N/A 3f. Telephone no.: N/A 3g. Fax no.: N/A 3h. Email address: N/A Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: North Carolina Department of Transportation 4b. Name: J.J. Swain, Jr., P.E., Division Engineer 4c. Business name N.C. Department of Transportation (if applicable): 4d. Street address: 55 Orange Street, P.O. Box 3279 4e. City, state, zip: Asheville, NC 28802 4f. Telephone no.: 828-251-6171 4g. Fax no.: 828-251-6394 4h. Email address: rdbryanC�Dncdot.aov 5. AgenUConsultant Information (if applicable) 5a. Name: N/A 5b. Business name N/A (if applicable): Sc. Street address: N/A 5d. City, state, zip: N/A 5e. Telephone no.: N/A 5f. Fax no.: N/A 5g. Email address: N/A Page 2 of 10 B. Project Information and Prior Project History 1. Property Identificatlon 1 a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 35.90568° N Longitude: - 82.23323° W 1 c. Property size: 0.1 acres 2. Surtace Waters 2a. Name of nearest body of water (stream, river, etc.) to Cane Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C, Trout 2c. River basin: French Broad 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing bridge on SR 1148 surrounded by low density residential area and forested land. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 200 — -- — _ _ _ 3d. Explain the purpose of the proposed project: Replace existing 17' bridge with a 18' conspan structure (bottomless culvert) . 3e. Describe the overall project in detail, including the type of equipment to be used: A permanent impact to 121 linear feet of Pigpen Creek will be necessary for structure footings (61 feet) and rip rap inleUoutlet stabilization (50 feet). The structure footing will be outside of the normal water's edge but will be within the normal high water elevation of the stream. The bottomless culvert functions the same as a bridge since the stream bed will not be impacted under the structure. The 121 linear feet wiil also be dewatered during the construction as a temporary impact. Equipment used will include excavator, crane, and trucks. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes X No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): N/A Other: N/A 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes X No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check ali that apply): ❑ Wetlands X Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number– Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ – non-404, other) (acres) Tem ora T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ WZ � P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps _ _----- --- -- — -- � No -- DWQ _ _ _ ---- -- W5 ❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 � P� T ❑ Yes ❑ Carps ❑ No ❑ DWQ 2g. Total wetland Impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ – non-404, width (linear Temporary (T) (INT)7 other) (feet) feet) S1 ❑ P X T Impervious Dike Cane Branch X PER X Corps 6-8 121 ❑ INT ❑ DWQ S1 X P❑ T Rip Rap Cane Branch X PER X Corps 6-8 50 ❑ INT ❑ DWQ S1 X P � T Structure Footings Cane Branch X PER X Corps 6-8 61 ❑ INT ❑ DWQ S2 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 � P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 121 3i. Comments:121 feet of permanent impacts for rip rap and structure footing , 121 feet of temporary impacts within same footprint as permanent impacts. Page 4 of 10 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number – (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P�T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Constructlon If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. Sc. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded – —�i P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): Sj. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number– Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? B1 ❑P❑T ❑Yes ❑ No 62 ❑P❑T ❑Yes ❑ No 63 ❑P�T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Replacement of bridge with bottomless culvert to maintain natural stream channel under the structure. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. N/A 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes X 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 project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Us(ng a Mitigation Bank a. ame o Mitigation Bank: — - -- -- — 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitlgation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparlan Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes X No buffer mitigation7 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 �,5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes X No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? X Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The project will use BMP's to the Maximum Extent Practicable (MEP) in compliance with NCDOT's NPDES Permit No. 000250 Post Construction Stormwater Program ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? X DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? N/A ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed X Other: N/A 3c. Has the approved Stormwater Management Plan with proof of approval been N/A attached? 4. DWQ Stormwater Pro ram Revlew ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 X Other: N/A 4b. Has the approved Stormwater Management Pian with proof of approval been attached? N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? N/A 5b. Have all of the 401 Unit submittal requirements been met? N/A Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 28 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. 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. N/A Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts7 ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat7 Field survey of the project area and evaluation of current distribution data. 6. Essential Fish Habitat (Corps Requlrement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Current Maps/Database 7. Historic or Prehistoric Cuitural Resources (Corps Requirement) 7a.- Will thiaproject-occur in ocneacan-area-that-the state,-federal or tribal governments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)7 7b. What data sources did you use to determine whether your site would impact historic or archeological resources7 Current Maps/Database 8. Flood Zone Designation (Corps Requlrement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: Project will not impact water passage or flood zone beyond existing conditions 8c. What source(s) did you use to make the floodplain determination� Current FEMA Maps Roger D. Bryan � � 8/24I2016 ApplicanUAgenPs Printed Name ApplicanUAg 's Signature Date (AgenPs signature is valid only if an authorization letter from the applicant is rovided. Page 10 of 10 h�. ;.�r•: � Figure 1. Bridge 990130, SR 1146, Cane Branch, Yancey County, NC. •+r. 't} ) ' a 4 : `iy �. `�L�'a�'b �.�). ' � �� '�t ei" :;.� ..,� 4 ,� ; �� , ._ .t� 'P1 > "" ' � �� , a . •.,;x ��. � �.. � �1.: , z ��. `A' '''�' ; ,'s.�:. _ �._ . ,:,�-%N.`..,�.;. �_ -,�..>c- ... � •� � V � � O V See Si�et 1-A For Index of Sheets See Sheet i-B for Conventlona/ Svmb I � Plum Branch 1308 Rd PROJECT 19E SITE � a� � 1146 � � 1147 � m � � U 1153 $� �° �°h 4�� /�� j d 7� �� Ny � 1305 �� so 1432 19E � VICIIVITY MAP �� iL�� YAI�CEY .�� U1�TY LOCATI0IV: BRIDGE 11t0.130 OVER CANE BRANCH 0111 SR 1146 (CA11tE BRA11lCH RD) TYPE OF WORK: GRADI11tG, DRAI11rAGE, PAVIIIIG, A111D STRUCTURE � " I ' I'� I -� � I �� I�:"I'I..�� \ II> I � I I" �� " I ' � —L— STA 14 + 55.00 END BRIDGE REPLACEMENT PROJECT 17BP.13.R.77 ? �� Cq f ��s �-� NF �. �, cRE k RO � � \ � NOTE: I 1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. CANE SR 1146 CANE BRANCH RD —L— STA Il + 45.00 BEGIN BRIDGE REPLACEME11iT PROJECT 17BP.13.R.77 PRELo MINARYST PLANS � '—� � NAD 83/ ' NSRS 2007 NCDOT CONTACT: TROY S. WILSON, PLS II" I'� (�) I" I �: II'� " I' � " (�) �� \ I �: I'� � � �� > >��I��I'�I ��I�� N�I�]E� �a�ein �, �iggems �e�a�es �' . �E�ee� � �aa�e � �e�o�es �Eaee� 4�5 �alle � �ell��es �Eaee� �D �iannYn� (:. � �onninne �< : ]F��e� Al��]E$]E��IES �i� c��e �� , ]��r�nsviIllle9 NC 287�4 41�� anne �rayach �a�, ]��nransoilllle, N�° 2�i]L� Q2� �:ayne �ra�nch ��, ]�unr�asviIllle, NC 2�i]I.4 42� CaHne �ra�cii �a�, ]��Pmsoi�lle, NC 28I]L4 �85 ��.ane 1��,�acln l�$d, ]�unrrnsoilllle, NC 2�%]L� ][�lEg�][�]E]E�7C� I� N�, �i�9��9��4�0�� 4��0��4�5�� i49��295828�� 84��2�14�3�� 8��0��8�4�� Z O z � 0 t a; a a �' � WETLAND AND SURFACE WATER IMPACTS PERMIT - �tlNM�.aB1/BY[ qOd� M�WL -V TYNG � � ��ft sr,�LYor � w�ar g mv,rn wwa DETNL h/NLET CHANNEL PA�ILE LOOK/N6 UPSTREAN nam� e�rarm aw�os fi16191'"" �jr,w � � � DETAIL Br q/LYERf /NfERNAL CHANNEL �` aonaue � n�, $�w �acaio WMY � S.�lINO �� OE�ff/L Q IX?LET CHANNEL PAbF/LE LQO�CAY,' DOWNSTREAY CHANNEL IMPROVEMENT PROFILES (NTS) I �1 � Oi •_ ` i �, �I ) � � F. �SIR � __ � ,� % � DB PG l,^ .. �/ . Ji�'K.�NOWnI GALC- � , 77ES S � � � DB PC UNKNOWN � N0� \ ' REMOVE 12' CMP\ \ 9O � SEE DETAIL A\ < i� �- .i�GGWS '� - t E27 � 312 �_-.... � NR� G .� F�/" ��Tl7E' .. �S S \�_ � � PROPERTY WFORMATION IJNAVqILABLE � �� \ �HARLES R.& �� Ht1RCN H. HUGHES „� ,_., . �, _�_ �. STRUCTURE: 990130 COUNTY: YANCEY �DENOTES IMPACTS IN SURFACE WATER O GALE & �ELORE�.< S 2 LF OUTLET NNEL IMPROVEMENT DDE = 15 CY fSIMILAR TO �� "�� CLASS B RIPRAP) NOTES: STREAM SW 1) PROPOSED CULVERT: 18'X4' BOTTOMLESS CULVERT IMPACTS IMPACTS EXISTING BRIDGE: OAL = 17 FEET SITE 1 121 LF 657 S.F. 2) METHOD TYPE II CLEARING AND GRUBBING NAD 83/ SRS 2007 DATUM DESCRIPTION TNE LOCALIZEO COORDINATE SYSTEM DEVELOPED FOR TNIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONIIA£NT "990130 BL-1" MITH NAD 83/NSRS 200T STATE PLANE GRID COORDINATES OF NORTHING: 799993.0480(ft) EASTING: 104278i.5250(ft) ELEVATION: 2550.87(fit) THE AVERAGE COA6INED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999820509 THE N.C. LAA6ERT GRID BEARING AND LOCALIZED HORIZONTAL GRWNO DISTANCE FROM "990130 BL-1" TO -l- STATION 11+-05.00 IS N 29° 54' 24.2" W 59.11 ft ALL LINEAR DIFENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USEO IS NAVU 88 PROIECT REFERENCE NO. SHEET NO. neP✓3.�.n 4 RhV SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT U9E FOR d W pCQU19ITION PRELIMIN RY PLANS DO NOT UBB FO CON3TRUCTION KCI �.��_;;:;��=,fio4�sz� � ;�k� „ ,,. '" I'hone19191]33-9?la . PovfvlYl]8J-vRfi6 Z � > WETLAND AND SURFACE WATER IMPACTS PERMIT - �acaw�mar�onrusc-� nva� rrw�. _R0�9Ks6@'°" `- � !1� I7L � � A w�ar g mv,rn wwa DETNL h/NLET CHANNEL PA�ILE LOOK/N6 UPSTREAN 14V��tl�O/Bt GW'OR � � � � � DETAIL Br q/LYERf /NfERNAL CHANNEL �` aonaue � n�, $�w �acaio WMY � S.�lINO �� OE�ff/L Q IX?LET CHANNEL PAbF/LE LQOXAY,' DOWNSTREAY CHANNEL IMPROVEMENT PROFILES (NTS) ,...,::i��:��.�,��;, � r.:i0?�331Y �p.'FOft",qp.�'I�IV Ui'JRVi..ii_:'„__ i I , � O I GFlLE & i�E'LOReS '�i OI STREET GALfi ?� ri;��oRES I 1 S� ..r.-.= . I ♦ REMOVE 12' CMP� I CUT DITCH �'� l � \� � � SEE DETAIL'A Tv�// � �, � G . j E / �, �`TIiE' F / JS\�_"....:.. ` ..� �_� O ;n� F & o��c:�� y,.��E.. LF OUTLET NNEL IMPROVEMENT DDE = IS CY (SIMILAR TO �� CLASS B PoPRAP) � .CON' � � .w �HW� _ � \ � I "._� _ _ & \ \ O h .,. i:._�irs � \ �DENOTES IMPACTS IN SURFACE WATER NOTES: STREAM SW 1) PROPOSED CULVERT: 18'X4' BOTTOMLESS CULVERT IMPACTS IMPACTS EXISTING BRIDGE: OAL = 17 FEET SITE 1 121 LF 657 S.F. 2) METHOD TYPE II CLEARING AND GRUBBING STRUCTURE: 990130 COUNTY: YANCEY NAD 83/ SRS 2007 DATUM DESCRIPTION TNE LOCALIZEO COORDINATE SYSTEM DEVELOPED FOR TNIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONIIA£NT "990130 BL-1" MITH NAD 83/NSRS 200T STATE PLANE GRID COORDINATES OF NORTHING: 799993.0480(ft) EASTING: 104278i.5250(ft) ELEVATION: 2550.87(fit) THE AVERAGE COA6INED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999820509 THE N.C. LAA6ERT GRID BEARING AND LOCALIZED HORIZONTAL GRWNO DISTANCE FROM "990130 BL-1" TO -l- STATION 11+-05.00 IS N 29° 54' 24.2" W 59.11 ft ALL LINEAR DIFENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USEO IS NAVU 88 PROIECT REFERENCE NO. SHEET NO. neP✓3.�.n 5 RhV SHEET NO. ROADWAY DESIGN HYORAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT U9E FOR d W pCQU19ITION PRELIMIN RY PLANS DO NOT UBB FO CON3TRUCTION KCI �.��_;;:;��=,fio4�sz� � ;�k� „ ,,. '" I'hone19191]33-9?la . PovfvlYl]8J-vRfi6 � - �, � � �� ,,, � � � � � 2 � � � � � � � �a ro N C N E C O C � -_ -�-_ -� -------------1 1� Q F J a u�i 'r C7 N Z ' Pi = ii'l'so.al � w EL = 2.546.34' m w VC = 90' K=5/ V = 35m Pl = 13+25A0 2,560 EL = 2,542.53 +, - --- VC = 90' K=3/ �\ -- --- i V=35m � 2,550 �� 8 2,540 s -- 5 U W 2,530 m 10+00 11 + 00 J ��.r F ,�,_, ��=5 ei • r---� � s� � I� n 3.8:! �� „ o N --_ N ZN �+ n �0 41 Z WJ �� WW ~� m � �� 12+00 13+00 14+00 � u� J M N ua � Lu c o• ] W � J uw 2,560 2,550 -- : - _ 2,540 � � � 2 530 , _ _ 15+00 ' PROIECT REFERENCE NO. SHEET NO. � ' neP.i3.�.n s ��____�� BM #1 - RR SPIKE IN 15�� BIRCH ROADWAY DESIGN HYDRAULICS I-L- STA. 13+39.63, Z9.HB� LT � ENGINEER ENGINEER � � � EL �2535 . 70' -----�''J � � '� ' ;� � j INCOMPLE E PLANS -�� OO NOT USE FOA / W ACQL'ISITION _I,. .. ..... "_�.I ' �, -i. . i� i i �; I i i � � I i� PRELIMIN RY IDLANS L. j' � '� _ „ '� ,,, DO NOT tiSF. FO CONSTRUCTION . .._ '_i _I_I ��... . r I �. I, � � � � �. . � : : . � � : . : . � � , � . . . �. � � . : .. .. I . .. � � ! � I I-' I� �� I�� I I i ._. ..' _i_... ....... _ i . .....i . . . .. ._._ _ _._ ... . . . . .. . ...... . . . . ...... . . . . .. . . _ . I � l�� I � i.; i �,. ', i ] i.. . i., I I �; .. I � ..';.. ..�i I ,. J i_.I I. I i � . i _ _ ,. _ . . _ . . i i . T I I � i� .. .. �� T KC I ii I: I I-� i � i ,��, ., a.�,.9 a„�� I '. �: ; ' � CULVERT HYDRAULIC DATA ' ' � ' I � � � � � � � ,�� T� � I � DESIGN FREQUENCY 25 YRS ' , ' L; _ . I, F i I DES/GN D/SCHARGE - 440 CFS � I' �. � � = i. ; .ii II-I, il � i DESIGN HW ELEVATION = 254/.00 fT - -�r- 'r- i_' i: �` `� : BASE DISCHARGE = 700 CFS '� _ i i I � BASE FREQUENGI' _ l00 YRS ; ' � � � � � , � � � � � � , � � ' i BASE HW ELEVATION = 2542A0 fT i � � � : j OVERTOPPING DISCHARGE _ 1900 CFS � ' ' , � � � � ;OVERTOPPING FREQUENCY= > 500 YRS; i OVERTOPPING ELEVATION = 2543.60 fT i i i i' i'i i i i i i ii i iii i ii _ ... l—_��J -- — �. -- --- --- �, � � � � � � i � � � � ---- ilr____________�� .�.�. .'.. ''„RIGHT DITCH - --- ; III � I I �, � � � �IILEFT DITCH --- ___ � �- � � � � � � � � � � � � � � � � � � � � �, , � � � � � � � � � � � ; IL_______�_�_��_��1 �� '� '� � � � � � � � � � � � � � � � � � � � . . . . .i �i i i i �i -i . , . , � � � � � � ;_��. �.. - - — - - "--_ _--__--- ---- _--_—_ _--- . .. ; FOR -L- ALIGNMENT,SEE SHEET 4 ; ATTACHMENT A PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUNDINFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (J B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: NC Department of Transportation, 55 Orange Sireet, P.O. Box 3279 Asheville, NC 28802 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Bridge replacement with boltomless culvert for Bridge 990130, SR 1746, Yancey County, NC (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: va��v Clty: Burnsville Center coordinates of site (IaUlong in degree decimal format): Lat. as.sossa °N; LOIICj. -8223323 °W. Universal Transverse Mercator: Name of nearest waterbody: ca�e s��n Identify (estimate) amount of waters in the review area: Non-wetland waters: zoo linear feet: e width (ft) and/or acres. Cowardin Class: ��e��e StfB81'Yl F�OW: Perennial Wetlands: acres. Cowardin Class: Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: � Field Determination. Date(s): 8i»izo�s SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the applicanUconsultant: ❑ Data sheets prepared/submitted by or on behalf of the app�nt/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study_ ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data � USGS 8 and 12 digit HUC maps ❑✓ U.S. Geological Survey map(s). Cite scale & quad name: + z4000, Mi�a��na ❑ USDA Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: � 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Photographs: ❑ Aerial (Name & Date): or � Other(Name&Date):vho�osorsveamw�mm��muaPPn�noo,eizaiso,s � Previous determination(s). File no. and date of response letter: � Other information (please specify): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation bei�g reguired or diff_er_ent special conditions_ (3)_ that the applicant has the right to request an individual permit rafher than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicanYs acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies ail aquatic features on the site that could be affected by the proposed activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later iurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) � , � 8' 2 �f 2G« Si ature an d e of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable)