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Home My WebLink About20151023 Ver 1_Application_20150929a �,t SfA7� o� �T � ti � � . V} - .' �� r� .�'��. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR September 30, 2015 U.S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lari Beckwith NCDOT Coordinator ANTHONY J. TATA SECRETARY Subject: Application for Section 404 Nationwide Permits 23, 33, and Section 401 Water Quality Certification for the Proposed Bridge Replacement on SR 1163 over Pine Creek in Jackson County, Federal Aid Project No. BRZ-1163(10); Division 14; TIP No. B- 5404; $240.00 debit WBS No. 46119.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 136 on SR 1163 over Pine Creek in Jackson County with a single span, 70' precast concrete core slab bridge on a new alignment to the north. The existing bridge will be utilized as an onsite detour during construction. There will be 10 lf of permanent impacts to surface waters from stream relocation and 57 lf from bank stabilization for the project. There will be <0.01 acre of temporary impacts to surface waters resulting from this action. There will 0.13 acre of permanent impact to wetlands from roadway fill. Mitigation will be acquired from the North Carolina Division of Mitigation Services (NCDMS) for the wetland impacts for this project. Please see enclosed copies of the Pre-Construction Notification (PCN), NCDMS Letter, USFWS Concurrence Letter, Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in June 2014 and distributed shortly thereafter. Additional copies are available upon request. MAILING ADDRESS: LOCATION: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 CENTURY CENTER, BUILDING B PROJECT DEVELOPMENT S� ENVIRONMENTALANALYSIS UNIT FAX: 919-212-5785 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER RALEIGH NC 27610 RALEIGH NC 27699-1548 WEBSITE:NCDOT.GOV A Letter from the North Carolina Wildlife Resources Commission (NCWRC) dated April 1, 2011 lists a trout moratorium for Pine Creek from October 15 to April 15. Design Standards in Sensitive Watersheds will be implemented for this project. A letter from USFWS dated August 20, 2015, granted concurrence for the northern long- eared bat and Indiana bat with a call of May Affect, Not Likely to Adversely Affect for both species and a tree cutting moratorium was issued for the project extending from April 15 to August 15. This project calls for a letting date of January 19, 2016 and a review date of December 1, 2015; however, the let date may advance as additional funding becomes available. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Jeff Hemphill at (919) 707-6126. Sincerely, _ -�--�"'�`- '"' � �� Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List �o� vvArE�,� Office Use Only: � � 4 � Corps action ID no. i�. � i � r DWQ project no. ° � Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 23,33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 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 ❑ No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Replacement of Bridge 136 over Pine Creek on SR 1163 (Pine Creek Road) 2b. County: Jackson 2c. Nearest municipality / town: Erastus 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5404 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6126 3g. Fax no.: (919) 212-5785 3h. Email address: jhemphill@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1 b. Site coordinates (in decimal degrees): Latitude: 35.18402 Longitude: - 83.18206 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 2.4 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Pine Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-III;Tr 2c. River basin: Little Tennessee 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: Forest communities, agriculture, minor residential development 3b. List the total estimated acreage of all existing wetlands on the property: 0.29 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 560 If 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a single span 36-foot wood & steel I beam bridge with a single span, 70' precast concrete core slab bridge on a new alignment to the north with the existing bridge utilized as an onsite detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. 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 ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Brett Feulner Other: NCDOT 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 7/27/2011 w/ Lori Beckwith — she said she would issue a verification at permitting 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � 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 � No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): � Wetlands � 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 orar T Site 1❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 2� P � T Roadway Fill Mountain Bog � Yes � Corps 0.13 � No ❑ DWQ Site 3❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.13 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 Average �mpact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width Temporary (T) (INT)? DWQ — non-404, (feet) other) Site 1� P � T Bank Pine Creek � PER � Corps 5� Stabilization ❑ INT � DWQ Site 1❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3� P 0 T Stream UT to Pine Creek � PER � Corps 10 Relocation ❑ INT � DWQ Site 4❑ P� T Dewatering UT to Pine Creek � PER � Corps 20 ❑ INT � DWQ Site 5❑ P 0 T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 67 Perm 20 Temp 3i. Comments: 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 impact number— waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ❑P�T 02 ❑POT 03 ❑P�T 04 ❑P�T 4f. Total open water impacts X Permanent X Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction roposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. 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 im acts 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 for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Tem orar T) re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Stormwater Management Plan. The new bridge will span the creek with the existing bents removed. No deck drains will be required on the proposed bridge. The existing bridge will be utilized as an onsite detour. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices for Surface Waters will be used during all phases of construction. 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 ❑ No impacts to Waters of the U.S. or Waters of the State? ❑ 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 Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 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: 0 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0.13 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 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 Zone 2 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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes � 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. ❑ Yes � No Comments: 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? � 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: See attached. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ❑ HQW (check all that apply): ❑ ORW ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No NA 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No 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 2B .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 additional development, which could impact nearby downstream water quality? � No 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. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 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. not applicable 10 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 impacts? ❑ 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 Habitat? N.C. Natural Heritage Program database; USFWS-website; biological surveys for protected species listed for Jackson County. Biological Conclusions of "No EffecY'/No Habitat were rendered forAppalachian elktoe and Indiana bat after onsite evaluations in May 2011. Habitat for small whorled pogonia and swamp pink exists, but surveys conducted in the study area in 2011 and 2014 resulted in no specimens being found. An eagle survey was conducted in 2014 with no nests observed. This project is currently being reviewed for the potential presenceand/or roosting/foraging habitat of the northern long-eared bat. A letter from USFWS dated August 20, 2015, granted concurrence for the northern long-eared bat and Indiana bat with a call of May Affect, Not Likely to Adversely Affect for both species and a tree cutting moratorium was issued for the project extending from April 15 to August 15. 6. Essential Fish Habitat (Corps Requirement) 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? NMFS County Index 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an 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)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps �� — �-�--__ ...s.___��-- G� _.3 � -- z v � S Richard W. Hancock, P.E. --'"�� --.� Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is rovided.) 11 �� NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Division of Mitigation Services Donald R. van der Vaart Governor Secretary August 24, 2015 Mr. Richard W. Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subject: Mitigation Acceptance Letter: B-5404, Replace Bridge 136 on SR 1163 over Pine Creek, Jackson County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and wetland mitigation for the subject project. Based on the information supplied by you on August 10, 2015, the impacts are located in CU 06010203 of the Little Tennessee River basin in the Southern Mountains (SM) Eco-Region, and are as follows: Little Tennessee Stream Wetlands Buffer (Sq. Ft.) 06010203 Non- Coastal SM Cold Cool Warm Riparian � arian Marsh Zone 1 Zone 2 Impacts (feet/acres) 10.0 0 0 0.13 0 0 0 0 -• �ome oi ine srream or wetiana impacts may ue proposed to be mitigated at a 1:1 xrutigation ratio. See permit application for details. Currently, DMS does not have sufficient stream or wetland credits available in Little Tennessee 06010203 and this is an unpr�je�t�d mitigation need. DA4S r�quested to utilize stream and ��etland nvtigation credits available from the Cat Creek site located in Little Tennessee 060102U' to ofiset these impacts. DMS will commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts associated with this project as deternuned by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instiwnent 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 DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, � James . tanfill Asset M agement Supervisor cc: Ms. Lori Beckwith, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5404 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-89761 Internet: http;//portal.ncdenr.org/webleep An Equal Opportunity 1 Aifirmalive Action Employer — Made in part by recycled paper United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 f�UgUSt 2�, 2�15 Mr. Richard Hancock, P.E. North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27669 Dear Mr. Hancock: Subject: Endangered Species Concurrence for proposed replacement of Bridge Number 136 (B- 5404) on SR 1163 over Pine Creek in Jackson County, North Carolina. On August 11, 2015 we received your letter (via email) requesting section 7 concurrence on effects the subject bridge replacement projects may have on the federally threatened northern long-eared bat (Myotis septentrionalis, NLEB) and the federally endangered Indiana bat (Myotis sodalist, IB). The following comments are provided in accordance with section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). We have reviewed the information provided in your concurrence request letter. The action area for these proposed projects is within the known range of the aforementioned species. We agree that your assessment that tree clearing associated with these projects is minimal and is within close proximity to existing maintained right of way, and that your agreement to cut trees outside of the bat maternity roosting season April 15-August 15, will reduce the probability of take for NLEB and IB to a discountable level; and accordingly, we concur with your biological conclusion that the proposed construction may affect, but is not likely to adversely affect the NLEB or IB. Therefore, we believe the requirements under section 7(c) of the Act are fulfilled. However, obligations under section 7 of the Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is deterinined that may be affected by the identified action. If we can be of assistance or if you have any questions about these comments, please contact Mr. Jason Mays of our staff at 828/258-3939, Ext. 226. In any future correspondence concerning this project, please reference our Log Numbers 4-2-11-084. Sincerely, r , Janet Mizzi Field Supervisor 2 Hi�hWay North Carolina Department of Transportation /�N�— � Stormw�ater �" e ,,,,,.,,�,,, Highway Stormwater Program \��° STORMWATER MANAGEMENT PLAN �`"�� (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: #REF! TIP No.: B-5404 County(ies): Jackson Page 1 of 1 General Project Information WBS Element: B-5404 TIP Number: B-5404 Project Type: Brid e Replacement Date: 3/24/2015 NCDOT Contact: Galen Cail, PE Contractor / Designer: Dennis Mory, PE - Dewberr Address: 1020 Birch Ridge Drive Address: p301 Rexwoods Drive, Suite 200 Raleigh, NC 27610 Raleigh, NC 27607 Phone: 919.707.6711 Phone: 919.424.3729 Email: cail@ncdot. ov Email: clon @dewberr .com Cit /Town: Cullowhee Count (ies : Jackson River Basin(s): Little Tennessee CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.21 Surroundin Land Use: Rural Residential/Agriculture Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.6 ac. 0.5 ac. Typical Cross Section Description: Two 10-ft lanes of opposing traffic pattern asre present with 3-ft s(SS of 4:1 approaching Similar the shoulder and 2:1 extending away from centerline to original ground elevation). Roadway is crowned with 0.02-ft/ft SS present within travel lanes and 0.08-ft/ft present within the shoulder. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1500 Year: 2036 Existin : 1020 Year: 2016 General Project Narrative: Existing Bridge on SR 1163 overtop Pine Creek is to be replaced. The replacement bridge is to be placed adjacent the existing structure. The roadway is to be redirected into (Description of Minimization of Water two new lanes. The existing bridge end bents and pier are to be removed and bank stabilization will be implemented. Shoulders in the vicinity of bridge structure are to be Quality Impacts) surrounded by Class II rip-rap. A standard V-ditch alongside the roadway will direct surface runoff flow into Pine Creek just upstream the bridge. Waterbod Information Surface Water Body (1): Pine Creek NCDWR Stream Index No.: 2-79-23-6 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Su iemental Classification: Trout Waters (Tr) Other Stream Ciassification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Other Project Includes Bridge S anning Water Bod ? Yes Deck Drains Discharge Over Buffer? No Dissi ator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) R �' r � � > � �' �o �� nin ,`n' � o e. �� -�� , � .� o'� U, No� � � ��r c�/W \ �V� � e� � 0 � � I � ., � V W O � � � � � � � V � � O V See Sheet 9 A For Index of Sheets See Sheet 9-B For Conventlonol Plon Sheet Symbols THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II GRAPHIC SCALES 50 0 50 100 PLANS 50 0 50 100 PROFILE (HORIZONTAL) 10 0 10 20 DESIGN DATA ADT 2016 = 1,020 ADT 2036 = 1,500 K = 12 % D = 70 % T = 7 % * V = 40 MPH * TTST =1% DUAL b% FUNC CLASS = RURAL LOCAL SUB REGIONAL TIER �� \ � �� 1�� lJd� �� Jl�� 1��%�� IF ��II�� JA CI�S01�1 CO U1�lTY LOCATI011I: BRIDGE 1110.136 OVER PI1VE CREEK 011t SR 1163 (PINE CREEK ROAD) 9TAT6 9TATE PROJECT 0.EPERENCE NO. 1�� B-5404 PROI.N0. .A.PROI.N0. 46719.1.1 BRZ-1163 7C 46119.2.FD1 BRZ-1163 f1C TYPE OF WORK: GRADI11lG, PAVIIVG, DRAI11tAGE, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT -L- POC Sta. 12 + 00.00 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5404 = LENGTH STRUCTURE TIP PROJECT B-5404 = TOTAL LENGTH TIP PROJECT B-5404 = NCDOT CONTACT: RON E. McCOLLUM, P.E. PLANS PREPARED FOR 1VCDOT BY.• 2301 REXWOODS DRIVE ,�:.� SUITE 200 0.191 MILES o•? Dewberry RALEIGH,NC vem PHONE: 919.887.9939 '��' NC COA No. F-0929 0.014 MILES Zp�2 STANDARD SPEClFlCAT70NS 0.205 MILES RIGHT OF WAY DATE: DENNIS J. MORY, P.E. FEBRUARY 20. 2015 f'AOJECT ENGINEER LETTING DATE: RICKY E. STATON FEBRUARY 16, ZO�6 PROJECT DESIGN ENGINEER � n �o° N O "� 7 y -2 �� ; i i i �� i OI _' I�� --� �� Z ��hl �4� Q j•-I � � NI �.:� Z �' �I Z ''� i ii �i i', HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.6. PERMIT DRAWING SHEET 1 OF b sx_��T �TA� � OP_9CILLPTION P.E. �'REII.dNdIN.�1R� ll�LANS DO NOT USE FOR CONSTRUCTIOV C T � s i 0 i: �� C�� LLl �ro �/ � � .: C = T o i-� a Q�i \ �_ S 5' 23' 426" $ 6.3'06'29.gIN� S 5 23' 42.6' � \ �\ / -urv- rw �lO. //rb7, -L- POC Sto.15+5351 DETAIL - DRIVEWAY No. 1 � SPECIAL CUT DIT. SEE DETAIL A � RETAIN r\ �� \. \ \ \� �,. � � �� \ \ -`� _ . \ � : �0 / �n / a�[ cacc+�+s O SPECIAL CUT DIT. SEE DETAIL B � 0 0 N H H �"J � � Z Cl. 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TRANSITION DITCH FROM (-L-J STA.72-10 TO STA. 12+50 - LEFT FROM (-L-�STA27-00 TO $TA.27+50 - LEFT �� i� �� 1 fC I l� � �,, /,�k �; 100' 0' 100' 200' 300' PERMIT DRAWING �RAPH�� S�A�E S H E ET 2 O F 6 ��y _—_ R � 5. � / 15 ,.' ,' J PaNO SITE 4 _ ,e , ��J: SITES 3& 4 ENLARGED VIEW SITE 3 � DENOTES FILL IN W ETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � i , � 5 BANK STABILIZATION /� p� % IMPACT IN SURFACE ; :,s�` "r WAT�R �5��fi PERMANENT FILL x IN WETLAND �w � a�¢ cac►�s ,� x� �r o SITE 2O i ,�� ' +50 CU7 TO FlLL X � � � .t � TRANSITION STONE i �, � '� X�,^'„ � GLASS B RIP RAP Xm � y, EST. 2 TONS � Im ` EST.7 SY GFD W STD.'V'DIT. �I y,�� .� DDE-17 C Y X I � SPECIAL CUT DIT. ��;� SEE DETAIL C777 .t � � \ SEE DETAIL B � I E�/7 �CL. II RIP RAP UP I� � 1 w ,r TO SHLD. (TYP ) I � +° SPECIAL NT DIT. � I °�I / I . rSIRUCTURE PAY ItEM � q 5�X'� - \ , X I � T — SEE DETAIL A i i - C F � C � � \ � F � C REMOVE GRq � 50 TL_2 � � � �C -- __--_ _ __ ., _-. _ _ �34-____X_ \ —C� � � 1163 PINE CRE£K ROAOC 5" — .{ �.�_ � �. .-. 1$ �� 48' W� AIL C �\ f /— X—� _¢ L,.. -�--,� _ X — — �- -- �� s- � - — ---�— , �'" � �— � _ ( � � 15 STD V' D� SPEC. CUT DIT. i �1. —95� -x�� --' ,j / I DDE 20 C.V. SEE DETAIL B' �\ 1 � C i ��, ��;�� PoNO SEE DETAIL C ��' '�1 I 1 � f �/� Sr XI I / �! � /,J �� RETAIN / �-�_J�, \ �=� /GP'!,,,-N i � . �AI . � r�� DECk i5=p \ i X I � , /�� 24° W� RAIL ti X� 1 ^�. � /� I I � P�� SIF / � PoNa I � I Tr , / X I �, ANK REMOVE EXIST. END 8ENT5 &�P IER. / �' J � � l� X � � PIACE'�BANK STABILIZATION/ sEE o��A�� o ��a a � �� EST. 74 �7oN5 Gl II RIP RfyP � 5 � �w.,, I I EST.85 9Y GFD I .�3 Q -=y'°6�'�-°°°� anJ � � � CL. 6 RIP RAP � II \ \ mx' EST. 2 TONS I � I Yn � EST. 7 SY GFD �. iSFD / A I' � � �I � ' � rx� 1 OLUE COGWIS / 1 X I � I � �� X� I O ❑ I I ' i I � I ^ N I'' � x� I i � � � j , j I II i� DETAIL B SPECIAL CUi DITCH ( No� ro Scole� F�o�^e' F�rom � A'�, � �� 51 Ple Gro��d �� p ry�. Min. D=1.5 Ft. FROM (-L-) STA. 14+00 TO STA. 16+84 - LEFT FROM (-L-)STA.14+00 TO 16+74 (-L-)- RIGHT FROM (-L��STA.17-59 TO STA.19-00 �-L-�J- RIGHT FROM �-L-�STA.79-50 TO STA201-50 (-L-�-LEFT DETAIL C STANDARD 'V' DITCH � Nar Io S�nlc� u.ol Gro�nd 1 Ground � D R.� Min. D=1.0 FI. 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DETAIL A SPECIAL CUi DITCH �NO��o S�ale� � �F�O on�n I ��` �.o�' SIoP� G.o��d 7.� p 1�. Min. D=1.0 Ft. TRANSITION DITCH FROM (-L-J STA.72-10 TO STA. 12+50 - LEFT FROM (-L-�STA27-00 TO $TA.27+50 - LEFT DETAIL B DETAIL C SPECIAL CUi DITCH STANDARD 'V' DITCH ( No� ro Scole� � Nar �o S�nlc� F�o�^e' F�rom � icF p�\;�x' slope No�u.ol N � r I Ground �� ,'� Gro�nd 1 Ground D / p 1� Min. D=1.5 Ft. Min. D=1.0 FI. FROM (-L-) STA. 14+00 TO STA. 16+84 - LEFT FROM (-L-) STA. 16+84 TO STA. 17+36 - LEFT FROM (-L-) STA.14+00 TO 16+74 (-L-)- RIGHT FROM (-L-) STA. 17+19 TO STA.17+59 - RIGHT FROM (-L��STA.17-59 TO STA.19-00 �-L-�J- RIGHT FROM �-L-�STA.79-50 TO STA201-50 (-L-�-LEFT DETAIL D RIP RAP AT EMBANKMENT �No��o Smle7 5'rnin D'RCh 1.0'min. 2� Grade GEOTEXTILE iype oi Liner Cl 11 Ri�rRap w/Geofextile Fabric (-L-) STA. 16+74 - RIGHT (-L-) STA. 17+19 - RIGHT _�,�:� , � �� S / I � � J fy� i � � II S � '�8„ i' i � �l` -1----J '// /� � / E�1 ENLARGED VIEW SEE SHEET 5 FOR -L- PROFILE SEE SHEET b FOR -LEX- PROFILE 6 PROIECT REFERENCE NO. SHEET NO. B-5404 5 � ROADWAY �ESIGN HYDRAULICS PE RM I T D RAW I N G ENGINEER ENGINEER -�- SHEET 4 OF 6 �iL�LINIIN RY Q�Il,.�NS PO NOT L'SE FO CONSTRL'CTIOt� BM #1 BM #2 BM #3 —L— STA 12+48.84 —L— STA 16+15.97 —L— STA 20+27.63 ��a��E 76.13 LEFT 181.50 LEFT 3.67 LEFT �:� Dewberry ELEV. 3546.27' ELEV. 3547.53' 8" SPIKE SET IN ELEV. 3541.68' $" SPIKE SET IN BASE BASE OF A 24" PINE TREE 8" SPIKE SET IN BASE OF A 36" MAPLE TREE OF A 29" PINE TREE Pl = 13+25A0 P/ _/5+pp,(ap Pl = 19t20A0 Pl = 21+4p,pp EL = 3.54492' EL = 3.54/35' L= 3,54353 EL = 3.549AY VC = l25' VC = 225' VC = l30' VC = 225, K=174 K=88 K=66 K=44 BEGIN GRADE STA/2+Oi0A0 EL.3.54657 J � Q�.. ' � . �. ll� �. . �. � �. �. � � Q . . . . �g� �; ° "`°' * * =g� �Q �.� ` �`� Wo� * �*Q : : :W �� u u �. �. V1 . . �. u u � �� . �. �. � � I� n . �. Q Q � . . . . . . . . . . . . . . . Q1tnW �W �M� O,W 2� ti �' Wt~i�W . . .. R ... . .. ...t� i .. .. i .. ... . .. . .. .... � .. . . ...W J ...... v . ... .... ... � — — — _ r-1/ o �i PROPOS D +� .4891% '3 � f 2.Oqqp� ��u GRADE l EX. �8' CM �-i y — � � ,., i . . . . . . . . r �05200� � �! = 4�. �r � 0.8000'. — — — — — — — — i +J052 % c ) 2.3 _,. � _ _---- - .6A%l�i � , : _ _ +..�.� _ --- ----i-- -"Y+117 � 2AOCXl'• �-12 . . � . - - . _ -_ END GRADE � � !-1/. ' j - - � � �- ti STA22+80A0 ,' `� � � $ u°� `o ,' $ � � � � " EL.3.545.40 �.`n i`+"i �*o �2 �1 Nws. �+�'Z *,� �*Q �`� ti 'n � 4. Q cV � Q p�q t� n�. .* r,� EL J535J6 . � a55 /7 RlP � R . �� „� O O V . Q$ �`4 . `4 END D TCH RT, i Fr. rHicKi p� u� N uZ N u`� u� .��i 2 ti�i W�,i u u u u STA /6 74 _ �ro OF nB F�RIC C� Q M u u O¢ M C'1 Q r`1 p,�r, '�1 . �. . � � . . . . . EL.�.3.5 %.�.3 . . . . . . . . . . I :l NORMAL� fTY J . . . W h rl . . . a � 2 h �! � h �i � 2 � v . 8 G DiTCH RT. E D OrTCH tT. 5 A /7+19 5 A /7+36 E .3 3B.35 E .3 35J4 PIPE HYDRAUL/C DAT A EX. l8' CMP 5/a. 12+I075 BRIDGE HYDRAUL/C DAT A DRA/NAGE AREA = l25 AC DESIGN D/SCHARGE _ �100 CFS DESIGN FREOUENCY = 25 YRS DES�GN FREOUENCY = 25 YRS DESIGN DISCHARGE = 430 CFS DES�GN HW ELEVATION = 3540A6 FT DESIGN HW ELEVATION = 3544,44 FT BASE DISCHARGE _ �790 CFS l00 YEAR DISCHARGE = 520 CFS BASE FREQUENCY = 100 YRS lUO YEAR MN ELEVATION = 3544.6 FT BASE HW ELEVATION = 3542J9 FT OVERTOPPING FREOUENCY= 50�0f YRS OVERTOPPING DISCHARGE = 1835 CFS = OVERTOPPING DISCHARGE _�22 CFS ' OVERTOPP/NG FREOUENCY= �00+ YRS ' �; OVERTOPP/NG ELEVAT�ON = 3546.4 FT OVERTOPPING ELEVATION = 354238 FT � - DATE OF SURVEY = MARCH 20/2 � WS.ELEVATION i AT DATE OF SURVEY = 3538J6 FT Lrt DITCH LEGEND �� >� LEFT DITCH — • • — • • ,,;�, �, � �,z i . . . . . . . . . . . . . . R/GHT D�TCH """"' SEE SHEET 4 FOR -L- PLAN � � 11 12 13 14 15 16 17 18 19 20 21 22 23 24 s� .. .. .. . . ... .. ... ... . ... .. . .... .. ... ... . ... .. . ... O 5 70 PROJ.REFERENCE NO. SHEET NO. �� —_B�444-- �S_1 _ u� PERMIT DRAWING SHEET 5 OF 6 555 � — — 3555 � � _ �— _ — — ' 0 o g z _ __ � � 545 � � a 0.040 w ~0.040 i� 3545 � � � � i � � �, � � 4:L ��, _ — _ —_— — � � � - — — — — — — — — — — — — — — — — — — — � � , 535 — — — — — — — — — — 3 38.21 3535 EX. EL. 538.90 ILL W W TLANDS 550 0 _ _ _ — — — 3550 ...�.. �.�.. . ..�.�. ...�.�. �.�..�... �.�.�. .�. �...�. .�.�. �.�.�. �.a .... .�.�. ..�.�.�. . _ — — — — � � . .. . . .. . . �.�. �.... .�. �.�.�. ..... . .... ... . ..� .�. �.�.�. .�.�.�.�. .. . � �. �. �.. . . ... �.�.�. . i . � . � . .� �. �. 1 j — — — 0 3; ' -------- ��— 540 g �'` , � — — � 3540 w 3 0.19 � � � — — — — — — — — — — — — — — `_ _ �� — -- — 530 _ _ 3530 �$-k- �.�Q FI W WET NDS 550 I o 3550 5 � � . w � � — ----� 540 - a — -- -- -- — �— �1 . � � ----- —� ' --- — 3540 3 _ 539.24 � ^ 530 _ — — — 3530 18+ 0.00 FI L IN WE NDS t _ _ _ � � � 3545 545 0.040 0.040 — � 1 'I-"0.� ---_�� — � 535— --- -- -- --- -- � — -- � � i 538.76- ----- � �\'—�_ -- �-- —� 3535 1�--- -- ------ �3535. 7 c - x G �= V 56 +� �-� s2s EX. EL. 536.93 ss2s R� o�� r,� � �s =' 6,� ��N-_ ti�� G� 10 10 10 10 10 10 �, :� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (tt) (ft) (tt) 1 -L- 16+94 RT. < 0.01 57 2 -L- 17+42 TO 19+06 0.13 3 -L- 17+45 10 4 -L- 17+45, 58' RT 20 TOTALS: 0.13 67 20 TN Revised 3/31/05 c � L �� , T Q' 0 Q Ln m� � if+ � o� .e �� _�, oi� TQ � oz o �� , � w v� �� o � �� ,� �� 0 � � � � ., � V W O � � � � � V � � O V See Sheet 9-A Fo� Index of Sheets See Sheet 1-8 For Conventional Plan Sheet Symbols THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II �Vll �Vll 1L.� �lJ�ll� ��/d�1� 1L�llJ� ��llO��ll�\� � 1LJ� `Y �� J111��..L��.�� JACI�S01� COUI�TY LOCATI011L• BRIDGE 1110.136 OVER PINE CREEK 011t SR I163 (PI11tE CREEK ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE NCDOT CONTACT: RON E. McCOLLUM, P.E. PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR 1vCDOT BY: r�'nna vLZCS ENCrNEEn 4307 REXWOODS DRIVE PN� SUITE 200 ADT 2016 = l,020 �===i Dewberry ��E��H NC 2]60] 50 0 50 loo LENGTH ROADWAY TIP PROJECT B-5404 = 0.191 MILES Y•.•� �°�o,91No p�0929 ��°��'� ADT 2036 = 1,500 '•' � � c o LENGTH STRUCTURE TIP PROJECT B-5404 = 0.014 MILES aon szaNDnan srECiFrcarro,vs ��'� �`�� PLANS K= 12 /o TOTAL LENGTH TIP PROJECT B-5404 = 0.205 MILES � % 0 P.E. S D = 7O �o SIGNATURE: m� � 50 0 50 l00 T— 7 %* RIGHT OF WAY DATE: DENNIS J. MORY, P.E. � � V= 40 MPH FEBRUARY 20, 2015 rxo�sci ExcrNEEx ROADWAY DESIGN ° PROFILE HORIZONTAL ENGINEER �� ,�� ( ) * TTST =1% DUAL b% '�r �o� FUNC CLASS = RURAL LOCAL LETTING DATE: RICKY E. STATON �� pWA�� 10 0 10 20 SUB REGIONAL TIER FEBRUARY 16, 2016 rRO�ECr oss�cN axcrxssx PROFILE (VERTICAL) r.F. SIGNATURE: �) � � , � � Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ------ County Line ---- Township Line City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X � EIP � a ECM 123 X X- Proposed Woven Wire Fence � Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary Known Soil Contamination: Area or Site '� Potential Soil Contamination: Area or Site r�,� BUILDINGS A111D OTHER CULTURE: WLB EAB EPB HPB .� � Gas Pump Vent or U/G Tank Cap O Sign � We l l w° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump �------� � � �s BZ 1 BZ 2 � � o�-��_--. � � � FLOW � �� :�� :�� ,_ � �� .�_�� RAILROADS: Standard Gauge RR Signal Milepost $WlfCil RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH � � � � Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — ♦ 0 0� W . W i� 07 � W �^� � .�. �� — ,� c �, �A, E -E- TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub Hedge M' Woods Line � m �� ti :��: � � Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyard CONC J �ON� WW � CONC HW �--------� � CB O � i b � � O � � �� P P Existing Telephone Pole ♦-- Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑a Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T f0 Designated U/G Fiber Optics Cable (S.U.E.*� ----T Fa- -- WATE R: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line - Designated U/G Water Line (S.U.E.* - Above Ground Water Line O 0 � � -W- -W---- A/G Water TV: TV Satellite Dish C� TV Ped esta I ❑� TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information � � -G- - -G- - A/G Gas � O -55 A/G Sanitary Sewer FSS — — — —FSS— — — - • 0 0 ❑s - ?UTL - 0 UST 0 � 0 AATU R E.O.I. �� , � � �c ITEM C1 C2 E1 E2 L � 2 C�I � � � �. �� o �� o� oo� s �m � �� _ �- oo� N�o �� U �� o- DESCRIPTION PROPOSED APPROXIMATE 2.5" ASPHALT SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 137.50 LBS /SY. PROP. VAR. DEPTH ASPHALT CONC. SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 110 LBS /SY PER 1" DEPTH TO BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH. PROP. APPROX. 5.5" ASPHALT BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 627 LBS /SY. PROP. VAR. DEPTH ASPHALT BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 114 LBS�SY PER 1" DEPTH, TO BE PLACED IN LAYERS NOT GREATER THAN 5.5" IN DEPTH OR LESS THAN 3" IN DEPTH. ORIGINAL GROUND '%�'/. % ORIGINAL GROUND ��, THIS LINE EE X-SECTI `L'� ORIGINAL GROUND ITEM J v R1 W FINAL PAVEMENT SCHEDULE DESCRIPTION PROP. 8" AGGREGATE BASE COURSE MILLING (SEE MILLING DETAIL ON THIS SHEET) SHOULDER BERM GUTTER WEDGING (SEE WEDGE DETAIL ON THIS SHEET) � -L- (PINE CREEK ROAD) 10' � � TYPICAL SECTION NO. —L— STA. 12 + 00. 00 TO STA. 13 + 3 8. 75 —L— STA. 20 + 01.80 TO STA. 22 + 80.00 3' 7' W/ GUARDRAIL T � �: GRADE TO THIS LINE 10' r 0.02 E1 GRADE TO THIS LINE 1 � -L- (PINE CREEK ROAD) 10' 3' 7' W/ GUARDRAIL �RADE C� POI NT 0.02 � � � �; T TYPICAL SECTION NO. 2 —L— STA. 13 + 38.75 TO STA. 16 + 84 +/— (BEGIN BRIDGE) —L— STA. 17 + 56 +/— (END BRIDGE) TO STA. 20 + 01.80 ^ •� /� 2' LAN E WIDTH VARI ES �.�$ / �.�2 � -DRI- LAN E WIDTH VARI ES GRADE POINT 0.02 � 2' 1 �; �•1 S ORIGINAL GROUND —_ ` ' \' � ORIGINAL GROUND J l � \ $n � J % �� GRADE TO THIS LINE TYPICAL SECTION NO. 3 —DRI— STA. 10 + 00.00 TO STA. 10 + 50.00 (LANE WIDTH VARIES FROM EXISTING TO 6') —DRI— STA. 10 + 50.00 TO STA. 11 + 20.00 (6' LANE WIDTH) —DRI— STA. 11 +20.00 TO STA. 11 +40.00 (LANE WIDTH VARIES FROM 6' TO 8') —DRI— STA. 11 + 79.48 TO STA. 11 + 99.40 (8' LANE WIDTH — TEMPORARY DRIVEWAY) ORIGINAL GROUND ITEM T U EARTH MATERIAL EXISTING PAVEMENT DESCRIPTION NOTE: PAVEMENT EDGES ARE 1:1 UNLESS OTHERWISE NOTED. 4' 3' w u.. Z og W J W � �� VARIES � 42" VERTICAL CONCRETE RAI L PROJECT REFERENCE NO B-5404 ROADWAY DESIGN ENGINEER SHEET NO. 2A-1 PAVEMENT DESIGN ENGINEER ][�]Eg]E][,��1[][I�T�IEg� ][�'][e��T� ID� N�°J[° �75E 1F� C�NS°J[°gBUC°Il°B�N `�� 2307 REXWOODS DRIVE �•'•'�' Dewberry SUITE 200 �� RALEIGH, NC 27607 '}��' PHONE: 919.881.9939 �� NC COA No. F-0929 27'-10" CLEAR ROADWAY 3'-11 " 10' 10' 3'-11 " CZ � � 4" @ 4" @ 4" @ � BRG. � BRG. � GRADE PT. � BRG. _ ,� � 0.04_ 0.04- I �� 00 00 0� �0 �� 0� �� 00 � 42" VERTIC :ONCR RAI L TYPICAL SECTION ON STRUCTURE —L— STA. 16 + 84 +/— (BEGIN BRIDGE) TO —L— STA. 17 + 56 +/— (END BRIDGE) � � 3„ MIN. i �---------------------------------------� U WEDGING DETAIL FOR RESURFACING C� � C� � N N � ------ ----- ------ - ------------- � -- - � Z�Z � u o J u "� w� ml� 25' MILLING PROFILE KEY—IN DETAIL (VIEW ALONG ROAD G) NOT TO SCALE I I `.\ L.� Wy ._, 8�� T E1 GRADE TO THIS LINE FULL DEPTH PAVED SHOULDER DETAIL NOT TO SCALE C1 Rl � � c. o �: 8" I I E1 GRADE TO THIS LINE DETAIL SHOWING SHOULDER BERM GUTTER (SBG) ON TOP OF SUBGRADE —L— STA. 16 + 48.00 TO —L— STA. 16 + 64.65 (END APPROACH SLAB — RT.) � � � � � T rn n � � �r �� Q�� ( ��t o �r o� � � � L � ��o �- �� o�� U � � PINE CREEK BAPTIST CHURCH DB 202 PG 149 DB 200 PG 440 DB 200 PG 442 DB 200 PG 444 DB 164 PG 584 � �, \ ,. �, , ,. , , \� �� `,� �� , � � / -L - POC Sto. l2 +00.00 BEGIN ST AT E T lP PROJECT B -5404 BARBARA HENDERSON DB 1754 PG 838 DB 273 PG 144 CURV E DAT A FOR -DRl - Pl Sta 10+34.58 Pl Sta 11+33.75 0= 57° 42' 47.3" �RT J 0= 8/° 22' 2/.6" l LT l D= ll4° 35' 29.6" D= l27° l9' 26.2" L = 50.36' L = 63.9/' T = 27.55' T = 38.69' R=50.00' R=45.00' 0 l.si � ,�ti P� �`L �� o � � -DRl - PT Sta. l0 +57.39 -DRl - PC Sta. l0 +95.06 -DRl - PT Sto. ll +58.97 -DRl - POT Sto. ll +69.48= -L - POC Sta. l5 +53.50 -L - PT Sto. l6 +44.27 BEGIN APPROACH s�a,6 -L - PC Sta. 17+76.OS -L- POT STA. 16 + 73 +/- N 78° 40' 12.9" E TYPE-III M TYPE-I I I lo' o 0 o F ° o r E- 10' o �� I� O �.� �� SBGIN48 TYPE-III TYPE-III 16� BEGIN BRIDGE �,; 12� -L- POT STA. 16 + 84+/- END BRIDGE END APPROACH SLAB -L- POT STA.17+56+/- -L- POT STA. 17+67+/- BRIDGE SKETCH .� i v. i v�-r-r.L i Q'X�\�X � X z N � W W ,�Q� O � t=/- ) O � 1,i3 • Uj � � DETAIL A SPECIAL CUT DITCH ( Not to Scale) �a��et Front otF Ditch Natural � �'11 �.a�'� Slope Ground ?• j �,'• D Min. D=1.0 Ft. TRANSITION DITCH FROM (-L-) STA. 12 + 10 TO STA. 12 + 50 - LEFT FROM (-L-) STA. 21 +00 TO STA. 21 +50 - LEFT CURVE DATA FOR -L- Pl Sta ll +93.86 Pl Sta l5 +09.77 Pl Sta l9 +00.15 Pl Sto 23 +46.67 p= 78° 38' 46.5" (LT ) �= 20° 46' S0.8" (RT ) �= 9° 50' S6.8" l RT J �= 46° 59' 3/.6" l LT l D= 4/° l3' 11.9" D= 7° 38' 22.0" D= 3° 58' 43e9" D= 2/° 47' 07.7" L= 190.80' L= 272d02' L= 247.54' L= 2/5.70' T= 113.86' T= 137.52' T= 124.07' T= 114.33' R= 139.00' R= 750.00' R= 1,440.00' R= 263.00' SE = MATCH EXIST. SE _.06 SE _.04 SE = MATCH EXIST. RUNOFF = 132.00' RUNOFF = 88.00' -DRl - POT Sto. 9 +85.00 -DRl - POT Sto. l0 +00.00 BEGIN CONST RUCT lON -DRI- PC Sta. 10+07.03 DETAIL B SPECIAL CUT DITCH ( Not to Scale) �ati'�e� Front F � ot Ditch Natural � p'11 �d�" Slope Ground ?• j �,'• D Min. D=1.5 Ft. FROM (-L-) STA. 14 + 00 TO STA. 16 + 84 - LEFT FROM (-L-) STA. 14 + 00 TO 16 + 74 (-L-) - RIGHT FROM (-L-) STA. 17 + 59 TO STA. 19 + 00 (-L-) - RIGHT FROM (-L-) STA. 19 + 50 TO STA. 20 + 50 (-L-) - LEFT o�uE cor,r,�rvs �� DETAIL C STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground �.� ,L.'� Ground D Min. D=1.0 Ft. FROM (-L-) STA. 16 + 84 TO STA. 17 + 36 - LEFT FROM (-L-) STA. 17 + 19 TO STA. 17 + 59 - RIGHT DETAIL D RIP RAP AT EMBANKMENT ( Not to Scale) 5'min. Ditch �,0'min• � Grade �, 2 GEOTEXTILE �pe of Liner CL II Rip-Rap w/Geotextile Fabric (-L-) STA. 16+74 - RIGHT (-L-) STA. 17+19 - RIGHT PROJECT REFERENCE NO. B-5404 fLW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. ]�lE�l�l��l�I�N�IE��Y l�l��N� II�� N�"Il° U�]E d�� N�'Il°ffb�TC�['I�N 2301 REXWOODS DRIVE �'��' Dewberry SUITE 200 ��+ RALEIGH, NC 27607 2��' PHONE: 919.881.9939 �� NC COA No. F-0929 X� X� � � � x. -L - PT Sto. 24 +48.04 �,n, ,-L - POT Sto. 24 +74.75 , / _ / ��p0 �� /� � � e��`�� \ + � 6�- S� \\6�� I o � � �� 0 ,� � �� .� ��,�� o �� \ iN � I � I I I I �n I � � i � � It �� ' � I � ' I �,, � I , �, � _ I � ' I I GR � . , �'' , ,,� �� , ' ' � ' � ' '� � ---- -1 2SFD � I �� ASEMENT �DECK � � NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED SEE SHEET 5 FOR -L- PROFILE SEE SHEET b FOR -DRI- PROFILE �� 0 � r ;� c�i � 0 � �� N � PROJECT REFERENCE NO. SHEET NO. c, � � � � � � � B-5404 6 � �i _ I I I _ i 'I _il II _ I_ ! I ill i_ _I I__ i__I _ i _ __-- - � __ - _ II i_._ _ II I I I I I I _. � - I _ I I - I__ I __ I I__ I ROADWAY DESIGN HYDRAULICS Ln �_._ 1_._ �I I I i I I I I — I i I I I � I, � __ -DRI- __. ENGINEER ENGINEER � �. � �. t i -- --� I � � i i i I i _,_J�, ��-,__._,��_ �_ _,_ i i � � _� � � �_ � � �� '�III IIII� �� I� ��I �I� ��' �� »� �v��' �u�d; �� c�:��r'�a��7r'u�� i II I � I ; � i ii �I I �I I, i li �i_ _ i i, I I I I _ _ I _ _ _ j-- i i _ _ _ , _ , � �� ,I � I�I_ _ - ' �', � _'- -; __ _ 2307 REXWOODS DRIVE Pl = l0 +25.00 Pl = ll +35.00 '��. � � NC COA No. F-0929 �•��1 Dewberr HO EH�919.8819939 .�.�.�. _. —.- � � EL 3 538.48 � - __ __ _ , L= y' , I- I I I _� I � I �1_ I I I_�,. I I i _ i _ I -_ ' . - - - VC - 30 - -- - - , � � ! -- �- -' � -- � - , _ I �_� _I_ . - = I -- ! _ _ f-I--' - � V - __ i i---, i i � � i� _- i �, �i �, 3560 K=i3 K=7 3 560 �- �-�- ----� -�- � � -L - OC Sta. l f53.50= ;� ,�-_ _ ��-� �-�--�'�`,__ __.-{�--�� _ _-� � ; � � _'�� , �__ -�-_��'�- —!-�� ,�� -� ��- -i--�� --�� --�� -�-�--�- -DRl POT St ll +69.48 3 5 5 0 ROPOSE E�. 3, 4i.83 3 5 5 0 BEGIN GRADE � � �� ST A. l0 +00.00 � �- _. _ � � _ �_ � � � � � � _ i, I ; I � I �, � EL. 3,537.54 � 3 � f +J0.0 0% --�,-�, ; ; -;- - ! I I _ ';- �� , ' _ _ � � ' ; i _ G -' 40 c+ 5•33 .-� 3 540 --_ _,., _- --- -- __ _ � +)1.5 00% _ _. ___ __ _. _--- _ . _. _ o �—�— —�_u i i i_ �_ _ _�� , (+)3 76� ' EXISTING i i i i i i i 1 i i i i i i i i---i i i-i i i i . i i: i i i - _ - _ _ - - - - - � - --I_I. i I I__ li _ I_ _ . I _ I - - GROUND - -, , ,--, , � , I , , �_ _, � � : _, , � i � � � --, , _� _, _, � . - i _ _ i _� i � _� _ 3 530 - : - 3 530 _�___ _� _ _�_ __ _ - + -_-�_= =�= � -_=�_ _�= ,�-�- � � J,- ----__ ___ _ . ------ —_ ------- —__ � � � �: + � � � � __�_�_ - � � , � _------ -- ___ _ �� -__ _ _ _-_ _ ,---- ----'� — ___ __ �-1-L- __ _ --- � _ 5 END GRADE 5 Pl = l0 +75.00 _ _ ST A. ll +59.48 ; _ _ _ _ _ � - EL = 3,539.23' � �. � i -; �_�_�� _ '_ ' - . � � _ � i . _ � EL. 3,542.43 _i, �i_ ' _ � �i _ i - - -i �i , , ii _ . _ii _ _ ii ii_. . ii ii _ _ VC 70 : . 3510 K=iB 3510 -_ _. _ _ �_ ___ ---- _ _ ---- - -_ __ _ ___ _ __. _ ___ - . . _ _. _ _ - - - _ � - -�� --- _____ __ _ ,_ , , _ _�_ .�_ �, ____ ____ _ _- _ _: _ i i _ �I I_ i � _ � III�I I� � I� � � � � _ li �i — - _ — _ _ -- �� —� � � _i � i —� � � � � � �� i � � � _ i - i _ i _ i_ SEE SHEET 4 FOR —DRI— PLAN �� 2 -- _-- --- _ ___ _ __ _: __ __ - ----___ ___ .___-- ---___ _ __ -- ---___ _ ----- ---___ _ __ _-_ _ _ __ -- -_ -- -- - ___ _ ___ _ _ : : : � � � _� � : _ ' , ; � . - - - �_ � - � _, , , : i - - - - I_ , , � � � � _ _ _ __ � --T--__ _ - _ -�- �!- ' -- - ��-�--___ - - _- -�! - - _ _' - _ _ _ _ - _, _�- �. _�-_ � —�_ :�- �_ - --j---�-J� j� ,��_ �-J---J J ; I �__��-.__�-�� -�___�� : � + �� : ;�- � �_ �i- =�- �-� ��- _ . i�- �i� � i i_ _ _ �i�- , i : I - I _ - L � _I I I I �: I _� I II � _ �I !I � I - � � — � i I li i II li _ li i � i -- - - — - - -- ,--,- , _ � I I- -- --- - -- --- - -- --- i � i i i i I i i i i i i I _ I _ I I i _�— . _ �__ . —. — --- — — . - ----. ,--,_----- : -- —_. _ , —�------------_ --. ,—�—,_-----. -,--. --__—,—_. _ —_�__ . , _— ___ _. . _ _ �_. . , —_�__ _. . __ __ ---- --_— � . . i � _ � I_ il il II I � il �i �I �i �� _ �I � _ � ' � � . � � � � i li I_ _-li � _ � li�--� _li li_. _I-li i I I, I-_ _I-li_� II � I I I _� I I I � �_ I I I I � � I I� � I i' I I 'li i�� i� �� i� �� _, . -- -- -- -- - —_ _, -_,__ ___, _ _,- _,__, __—_ __, _ __ _-. _ _ _ ___,_ __,__ , � � � � i J � �-_ -- i - � � �� _I _I I i I -i I � i I i I� I- -_ I�- I I � I __ . 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STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR September 30, 2015 U.S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lari Beckwith NCDOT Coordinator ANTHONY J. TATA SECRETARY Subject: Application for Section 404 Nationwide Permits 23, 33, and Section 401 Water Quality Certification for the Proposed Bridge Replacement on SR 1163 over Pine Creek in Jackson County, Federal Aid Project No. BRZ-1163(10); Division 14; TIP No. B- 5404; $240.00 debit WBS No. 46119.1.1. Dear Madam: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 136 on SR 1163 over Pine Creek in Jackson County with a single span, 70' precast concrete core slab bridge on a new alignment to the north. The existing bridge will be utilized as an onsite detour during construction. There will be 10 lf of permanent impacts to surface waters from stream relocation and 57 lf from bank stabilization for the project. There will be <0.01 acre of temporary impacts to surface waters resulting from this action. There will 0.13 acre of permanent impact to wetlands from roadway fill. Mitigation will be acquired from the North Carolina Division of Mitigation Services (NCDMS) for the wetland impacts for this project. Please see enclosed copies of the Pre-Construction Notification (PCN), NCDMS Letter, USFWS Concurrence Letter, Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in June 2014 and distributed shortly thereafter. Additional copies are available upon request. MAILING ADDRESS: LOCATION: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 CENTURY CENTER, BUILDING B PROJECT DEVELOPMENT S� ENVIRONMENTALANALYSIS UNIT FAX: 919-212-5785 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER RALEIGH NC 27610 RALEIGH NC 27699-1548 WEBSITE:NCDOT.GOV A Letter from the North Carolina Wildlife Resources Commission (NCWRC) dated April 1, 2011 lists a trout moratorium for Pine Creek from October 15 to April 15. Design Standards in Sensitive Watersheds will be implemented for this project. A letter from USFWS dated August 20, 2015, granted concurrence for the northern long- eared bat and Indiana bat with a call of May Affect, Not Likely to Adversely Affect for both species and a tree cutting moratorium was issued for the project extending from April 15 to August 15. This project calls for a letting date of January 19, 2016 and a review date of December 1, 2015; however, the let date may advance as additional funding becomes available. A copy of this permit application and its distribution list will be posted on the NCDOT Website at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need additional information, please call Jeff Hemphill at (919) 707-6126. Sincerely, _ -�--�"'�`- '"' � �� Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List