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Home My WebLink About20160135 Ver 1_Application_20160212Carpenter,Kristi From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Dagnino, Carla S Friday, February 12, 2016 1:19 PM 'Steven.L.Kichefski@usace.army.mil'; Chapman, Amy AI-Ghandour, Majed N; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; Moore, Brenda L; Pettyjohn, Michael A; Slaughter, Johnathan H; Staley, Mark K; Wanucha, Dave; Wilkins, Ronald B; Andrew Henderson; Ayscue, Phillip W; Harmon, Beth; Hemphill, Jeffrey L; Blakeney, Gregory M; Zerman, William S Permit Application for B-5147, Ashe County Follow up Flagged The Permit Application for B-5147 has been posted to the NCDOT website. The electronic copy can be viewed /downloaded at https://connect.ncdot.gov/resources/Environmental/ This email serves as NCDOT's permit application submittal to the NC Division of Water Resources and the US Army Corp of Engineers. Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdagnino@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 �;�� ,,,, � ,M II 1� �� , 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. Transportation February 12, 2016 U.S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Mr. Steven Kichefski NCDOT Coordinator PAT McCRORY Covernor NICNOI..AS J. TENNYSON SUBJECT: Application for Section 404 Nationwide Permits 23, 33, and Section 401 Water Quality Certification for the Proposed Replacement of Bridge 327 on SR 1509 over Little Buffalo Creek in Ashe County, Federal Aid Project No. BRZ-1509(8); Division 11; TIP No. B-5147; $240.00 debit WBS No. 42308.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 327 on SR 1509 over Little Buffalo Creek in Ashe County with a 49 lf, twin barrel (including a low flow channel), 9'x 8' reinforced concrete box culvert (RCBC) on a new alignment to the north. The existing bridge will be utilized as an onsite detour during construction. There will be 135 lf of permanent impacts to surface waters including 49 lf of fill from the culvert installation and 86 lf of bank stabilization (including floodplain benches) for the project. There will be <0.01 acre of temporary impacts to surface waters resulting from dewatering. Please see enclosed copies of the Pre-Construction Notification (PCN), DMS Acceptance Letter, Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical Exclusion (CE) was completed in July 2015 and distributed shortly thereafter. Additional copies are available upon request. This project is located in a trout county; therefore comments from the NCWRC will be required prior to authorization by the Corps of Engineers. By copy of this letter and attachment, NCDOT hereby requests NCWRC Review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendat• days of receipt of this application. -^/'Nothing Campares:n.._ State of North Carolina � Deparnnent of Transportation � PDEA-Natural Environment Section 1020 Birch Ridge D�ive, 27610 � 1598 Mail Service Center � Raleigh, North Carolina 27G99-1598 919-707-6000 T 919-212-57ffi F This project calls for a letting date of May 17, 2016 and a review date of March 29, 2016 (permits need to be received by this date); however, the let date may advance as additional funding 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, ---- .� S 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 327 over Little Buffalo Creek on SR 1509 2b. County: Ashe 2c. Nearest municipality / town: Smethport 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state g_5147 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: 36.4270 Longitude: - 81.5017 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 4.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Little Buifalo Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C;Tr+ 2c. River basin: New 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, minor commercial and residential development. 3b. List the total estimated acreage of all existing wetlands on the property: 0.0 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 951 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 2 span, 26-foot timber deck bridge with a 49-foot, twin barrel (including a low flow channel), 9' x 8' RCBC 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): Other: 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 � 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 ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site ❑ P � T ❑ Yes ❑ Corps ❑ 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 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 0 T Fill Little Buffalo � PER � Corps 10 49 Creek ❑ INT � DWQ Bank Stabilization Little Buffalo � PER � Corps Site 1� P � T (Floodplain Creek ❑ INT � p�/(� 10 60 Bench) Site 1� P 0 T Bank Little Buffalo � PER � Corps 10 26 Stabilization Creek ❑ INT � DWQ Site 1❑ P� T Dewatering Little Buffalo � PER � Corps 10 23 Creek ❑ INT � DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 135 Perm 23 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. Proposed culvert slope is consistent with the existing stream slope. Proposed low flow dimensions through the culvert are consistent with the existing low flow channel dimensions in the stream. Alternating low flow sills/baffles may be required to achieve this. Proposed low flow velocities through the culvert are consistent with the existing low flow velocities in the stream. Proposed culvert is appropriately buried such that the bed material will be retained throughout the culvert length. The dimension pattern and profile of the stream above and below the culvert is not modified by widening the stream channel or by reducing the depth of the stream in the vicinity of the culvert. A low flow floodplain bench is evaluated at the inlet and outlet of multiple barrel culverts. Culvert length has been minimized as much as possible. Culvert alignment avoids sharp bends at inlet and outlet as much as practicable to avoid bank erosion. The amount of stream work to be done up and down stream is minimized as much as possible. 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: 49 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 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 NA 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA 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 habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. � Yes ❑ No ❑ Yes � No ❑ Raleigh � 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 Ashe County which includes: Bog turtle, Heller's blazing star, Roan mountain bluet, spreading avens, swamp pink, rock gnome lichen, Blue Ridge goldenrod, Carolina northern flying squirrel, Virginia spiraea and the northern long-eared bat. Biological Conclusions of "No EffecY' were rendered for these species. Habitat for the Virginia spiraea exists in a small margin along Little Buffalo Creek, but surveys conducted in the study area in 2009 and 2013 resulted in no specimens being found. NCDOT and USFWS are currently formulating guidance for a new protocol with the NLEB. Once this protocol is established, NCDOT will contact the Corps and other pertinent agencies with the updated guidance. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? I❑ Yes 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? ❑ Yes /1 . �I . 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 -�1� Richard W. Hancock, P.E. ��'� � z�/� ApplicanUAgent's Printed Name ApplicanUAgenYs Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is provided.) Environmen tal Quality PAT MCCRORY Governor DONALD R. VAN DER VAART Secrerary January 26, 2016 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-5147, Replace Bridge 327 on SR 1509 over Little Buffalo Creek, Ashe County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on January 26, 2016, the impacts are located in CU 03040101 of the Yadkin River basin in the Northern Mountains (NM) Eco- Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040101 Non- Coastal � Cold Cool �� p�� Riparian Marsh Zone 1 Zone 2 Impacts 49.0 0 0 0 0 0 0 0 (feet/acres) �� l �1�� ,�a.�� u��ya�w ,��ay vc prc,pu�cu �o oe mingaiea at a i: i mitiganon rano. �ee pernut apphcation tor details. This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. cc: If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely. � ��"" Jame B. tanfill Credi agement Supervisor Mr. Steve Kichefski, USACE - Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5147 - �='�°Noihing Corr�p�r�s'"-�,.. State of North Carolina � Environmental Qualiky 1G01 �✓�ailSarviceCen:er � Raleiyh,NorthCar�lina27699-1G01 919-707-8b00 E��ti �ati, North Carolina Department of Transportation St[)a 1ll�vdt+['!' Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 42308.1.1 TIP No.: B-5147 County ies): Ashe Page 1 of 2 General Project Information WBS Element: 42308.1.1 TIP Number: B-5147 Project T pe: Brid e Replacement Date: 9/22/2015 NCDOT Contact: William S. Zerman, PE Contractor / Designer: Address: NC DOT Hydraulics Unit Address: 1590 Mail Service Center Ralei h, NC 27699 Phone: 919-707-6755 Phone: Email: bzerman ncdot. ov Email: Cit /Town: Count ies : Ashe River Basin(s): New CAMA County? No Wetlands within Project Limits? Pro'ect Description Project Len th lin. miles or feet : 0.037 Miles Surrounding Land Use: Residential and Commercial Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.4 ac. 0.2 ac. Typical Cross Section Description: Two -11 ft. travel lane, 3 ft. to 7ft. Shoulders (2 ft. paved) Two- 10 ft. travel lanes, 3 ft. grass shoulders. Annual Avg Daily Traffic (veh/hrlday): Design/Future: 1415 Year: 2037 Existing: 1262 Year: 2017 General Project Narrative: The project consists of replacing Bridge #327 on SR 1509 over Little Buffalo Creek with approximately 200 ft. of approach roadway. The approach roadway will extend (Description of Minimization of Water approximately 150 ft from the north end of the proposed culvert and 50 ft. from the south end of the proposed culvert. The approaches will include a 22-foot pavement width Quality Impacts) providing two lanes. Three-foot grass shoulders will be provided on each side (7-foot shoulders where guardrail is required). The Existing single span 26 ft long bridge will be replaced with new 48.5 ft. long (2- barrel 9'x8' RCBC) located 50 ft. north of existing location. The proposed culvert will be buried 1 ft. with additional 1 ft., bench in barrel 1 for low flow fish passage. The culvert maintains the existing stream slope, low flow channel dimensions, low flow velocities and provides a smooth transition from upstream to downstream with no sharp bend at the inlet or outlet. The stream channel is relatively straight through the reach of the stream. The stream slope is also constant through the reach of the stream up and downstream of where the culvert will be placed. NCW RC has identified Little Buffalo Creek as supporting a trout population. Therefore, a moratorium on all in-stream work and land disturbance within the 25-foot trout buffer will be in place from October15 to April 15 of any given year. Sediment and erosion control measures should adhere to the design standards for sensitive watersheds. Floodplain benches will be used up and downstream of the culvert. Waterbod Information Surface Water Body (1): Little Buffalo Creek NCDWR Stream Index No.: 10-2-20-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters Tr + Other Stream Classification: Impairments: Benthos Fair A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Bod ? N/A (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) � �j�j}�� North Carolina Department of Transportation :�ii}1'11114<IT+�T' � - Highway Stormwater Program �°,- STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 42308.1.1 TIP No.: B-5147 County(ies): Ashe Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summa Sheet No. & Station Sheet No.: 4 Station: 10+66 -L- Number of Culverts: 1(2 barrels) Drainage Area (ac or sq mi): 3.96 sq mil Culvert Width/Diameter ft): 9 Surface Water Body: (1)Little Buffalo Creek Culvert Height (ft): 8 Culvert T e: Reinfored Concrete box culvert Culvert Length (ft 48.5 Avoidance and Minimization Efforts: Proposed culvert slope is consistent with the existing stream slope. Proposed low flow dimensions through the culvert are consistent with the (Bridge to Culvert) existing low flow channel dimensions in the stream. Alternating low flow sills/baffles may be required to achieve this. Proposed low flow velocities through the culvert are consistent with the existing low flow velocities in the stream. Proposed culvert is appropriately buried such that the bed material will be retained throughout the culvert length. The dimension pattern and profile of the stream above and below the culvert is not modified by widening the stream channel or by reducing the depth of the stream in the vicinity of the culvert. A Iow flow floodplain bench is evaluated at the inlet and outlet of multiple barrel culverts. Culvert length has been minimized as much as possibie. Culvert alignment avoids sharp bends at inlet and outlet as much as practicible to avoid bank erosion. The amount of stream work to be done up and down stream is minimized as much as possible. Stream Slope Fish and/or Aquatic Life Passage Existing Average Stream Slope (%): 2.00 % Existing Low Flow Channel 10'x0.75' Proposed Culvert Slope (%): 2.00 % Dimensions in the Stream: Culvert Burial Proposed Culvert Burial Depth (ft): 1.0' Existing Streambed Material: cobble, boulder Proposed Low Flow Dimensions 9'x1' Through the Culvert: Proposed Sills/Baffles: culvert buried 1', additional 1' sill in barrel 1, barrel 2 is low flow channel Existing Low Flow Velocities in the Stream (ft/s): 3'8 ropose ow ow e ocities roug the Culvert (ft/s): 3'9 Alternatin Low Flow Sills/Baffles: no Culvert/Stream Alignment Stream Patterns Upstream and none Downstream of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, none pools, glides, etc.): Low Flow Floodplain Bench Required? Yes low flow bench was used to direct flow to low flow channel in barrel 2 (provide justification) Sharp Bends at Inlet/Outlet? No (describe culvert alignment with stream) Stream Realignment Necessary? (provide No justification) Bank Stabilization: bank stabilization and floodplain benching used both 44' up and 39' downstream of proposed culvert Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): 6.3 Natural Stream Channel 10-yr Velocity (ft/s): 8.6 Proposed Culvert 2-yr Outlet Velocity (ft/s): 7.8 Proposed Culvert 10-yr Outlet Velocity (ft/s): 10.5 Roadwa Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: none � � •, � V � � O V See Sheet 9-A For Index of Sheets BEGIN TIP PROJECT 6-5147 STA. -L- 10 + 17.43 �°�[l°�� I � �IF �� IIF�� I��II��1�� ASHE COUI�TY PERMIT DRAWING SHEET 1 OF 6 LOCATI0IV: BRIDGE 327 OVER LITTLE BUFFALO CREEK 01V SR 1509 (CLAYBA11lK ROAD) TYPE OF WORK GRADIIVG, DRAi11lAGE, PAVING, AND CULVERT SURFACE WATER IMPACTS PERMIT / �� r. -L- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 20 10 0 20 40 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2017 = 1262 ADT 2037 = 1415 K = 10 % D = 55 % T = 39 % * V = 40 MPH * TTST =1% DUAL 38% FUNC CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH OF ROADWAY TIP PROJECT B-5147 = 0.037 MILES TOTAL LENGTH OF TIP PROJECT B-5147 = 0.037 MILES �� B-5147 42308.1.1 BRZ-1509(8) 42308.2.1 I � PE ROW /UTIL. ,� TO SMETHPORT DR� _--- ��/ CLAYBANK RD SR /5�9 _ _ __ _ -- — — — � END TIP PROJECT 6-5147 STA. -L- 12 + 11.55 Prepo�ed !n !he Office of: DIVISI011t OF HIGHWAYS ]000 Birch Ridge Dr., Raleigh NC, 27610 2012 ST9NDARD SPEC/FICATPoNS RIGHT OF WAY DATE: G. E. BREW, PE SEPTEMBER 18, 2015 �Ro�Ecr FxcrNFFn LETTING DATE: BRYAN KEY, PE FEBRUARY 21, ?O�% �'ROJECT DESIGN ENG7NEER HYDRAULICS ENGIMEER P.E. SlGNATURE: ROADWAY DESIGN ENGIIVEER P.E. SlGNATURE: 1�'ff8][;1LINH][hTAIIB i� l�1LA\N� DO NOT U3E FOR CONSTRUCTION � �� 1 1 I 1 I p CxuRES PUKLOix � y m � 3 I I I < z I I 'I � w000s I I BEGIN T lP � � PROJECT B-5/47 I �,�I ,,, -L- STA. l0+/7.43 P - � z 0 > � -L- ADT Sfo. �+AD.Q -EY- POT 5/a/3+95.3� CNUILES i i�NCLOTX -EL- STAlO+pp,pp -EY- STA.14+42b4 � � -0 /� /�,_�/ / / / / / / /� � ' i i �/ ;� �/ RET�N / 0 � � � / �: // z�/ / / � / / / �y � � i i � � I � � � �� j� � / ,� � � �l � \``�� // � /' . idz�zois qinguyen R:\Hydroulics\CADD\PERMIT DRAWINGS\65147_Hyd_psh4.dgn � � ,� ,X � , � � � CHANNEL }%APROVEMEN � SEE DET A: CUT � Cy � FlLL -�i��S' h/ � / / -EL- / � +47.56 / � 76.00 % / 4 � � EY �+50.00 � 16.00 / / � / O� � GEpxGE x�fES A / / / I I ❑\ ♦ ♦ � ` � lJ JIT/ � RM' SHEET NO. ROADWAY DESIGN HYDRAULICS b ENGINEER ENGINEER � O� �� 1[NC�AI[ff�ILIE ]E ]PII..9��V� �_\ DO NOT USE FOR / W ACQLI[SIT[ON � ZQ� 1P]f�lEd.dl�lf�N I8� 1PB,AN� Q- DO NOT [ISE FO CONSTRUCTION / / ' \ � � \I � � � � � � �� J�� en /rR � SIETiiORT B�PTKT pURCx / / � � / n O J cre// �I I � � 51.00 / ' �1Ybt S�ERERD� / I �s� cNuaeH �— 4aoo � ,, � Q��« PERMIT DRAWING Q;°E �, T°E ,, I— I II S H E ET 2 O F 6 , , , � � �� \ � -E�- II I +60L00 1 � \ � +60.00 � � 17.00 � i i ,�.00 � _ ��oN � � � - ___�� o �- � � 5 .33 75 00 _�_ � � \ ` � � I � ' +n.00 ♦ � � �s.00 � � �� I� ii \ CLA55 I RIP RAP 65 TOMS �� GEOTEXTILE 735 SQ�YDS \ EXCAVATION 100 CY � A � BANK STABILIZATION\� 1' / I I 54EiWOpi g�Pt�Si CNq x '��+r C01B5 ' � SEE QETAIL A \ o _�_ / +85.00 � +75.00 / I� I I -EL- o ao.00 \ � ao.00 F i +o�.as — 5 r-� � � i� � � n.00 �— 5 �� 2@9'x8' RCBC � � � I� � � +97 00 \ F i� � d�s , / I I -EL- G�1 -3rA .7y�2 � �' +8322 I - . 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ROADWAY DESIGN HYDRAULICS b ENGINEER ENGINEER � O� �� 1[NC�AI[ff�ILIE ]E ]PII..9��V� �_\ DO NOT USE FOR / W ACQLI[SIT[ON � ZQ� 1P]f�lEd.dl�lf�N I8� 1PB,AN� Q- DO NOT [ISE FO CONSTRUCTION / / — �I� � � i � ` f �i i1 � �I � �i � � �� en wEr�pon► B�rrKx cxwcx �� - � � � � � i ' � �� ' � �� ,� I �� sF �� Q \ �roE TOE I , ` o � � � ; �, II I � � � �` \ � I �� EL- � l � � -E�- II I +60.00 � \ � +60.00 � � 17 00 1 \ I 1 17.00 � _ = cuoN � � � — _�� o �^1 � ` i o � � � � I � I� � � a �� 1 i CLA55 I RIP RAP 65 TOMS �� GEOTEXTILE 735 SQ�YDS \ � T EXCAVATION 100 CY � : - I A � BANK STABILIZATION\� 1' / I I �T"�+T �T�T C�� ' S � SEE QETAIL A \ o _�_ / / { +85.00 � +75.00 I� I I -EL- +��.85 X�� o ao.00 A � ao.00 F� i� � n.00 �— — � 5 �� 2@9'x8'RCBC � � �/ II I� I +9700 � I � F � �� I -e�- eu f G�1 -3rA .7y�2 � +8322 I / . .� T .i T I I I • ►n �� 17.00 � �i i i2 ; I�� ( N 63 /9' 551T f� I � � � 5 -L- / �' -L- POT Sta.i2+28.55 � � -EL- POC Sfo./2+6613 i � � - � �--�--�--r.� _ _ -� ' -E�- � �'' i — � �j i S. 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I �� v�� b1e� CLASS I, D=4' o � OM S A. 10+41 TO 1+7 -L- RT. � �� ! � 1 F OM �TA_ 10+49 TO (10+ -L- LT. ' f / ^' �� i � i � ��il 5 0 0' S 0' � � � � I ��, � i , , � � � � � , GRAPHIC SCA�E � I �� : ! / , i i , �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER Pavement Removal SEE SHEET 2B-1 FOR EXISTING ALIGNMENT DATA SEE SHEET 5 FOR —L— PROFILE i �V 1 1 I �� ,, N 63` l9' S5.0" E,' ; , ,, _� _ � � � �� ` " �� `''� " � � �� Mh� � _ _ Q = ��— _� � � �y / T - 9-- u�' - - ' _= ---- _ � �i � � �' T - / TDE � EX TOING '�, CLASS I RIP RAP 10 TONS � GEOTEXTILE 259 S YDS � � B DGE � REMOVE EXCAVATION 96 C ' ,' APPROXIMATELY gANK STABILIZATI N �/ �. 10' EX. 24" CMP SEE DETAIL A � , , � � , CHANNEL 4�PROV�ENT �� SEE DET � -A . � �' CUT - 4 C ' , FILL = � �y � , GR i � � / ,� i _ 1Q22015 qinguyen R:\Hydraulics\CADD\PERMIT DRAWINGS\B5147_Hyd_psh4_enlarge.dgn � RM' SHEET NO. ROADWAY DESIGN HYDRAULICS b ENGINEER ENGINEER /�� 7Fn�Q ��U.� � ��..��T� � v� DO NOT USE FOR / W ACQLI[SIT[ON �Z��b 1P]f�lEd.dN1f�N I8� 1PB,AN� Q DO NOT [ISE FO CONSTRUCTION 2� PERMIT DRAWING SHEET 4 OF 6 SITE 1 E1�LARGEMEI�T ��' �� ' � �J Gi�Q�HIC SCQ� F �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER Pavement Removal 's PROIECT REFERENCE NO. SHEET NO. 6 � B-5/47 5 � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��' �.�10'g�� ' ��..t�N� DO NOT U56 FO CONSTAliCTION PE IT D WI G SH ET 5 OF L LVERT HYDR LlC DA A Pl = l0 46.00 Pi = ii 56.00 DESIG o�scr+ E 590 cFs vc = r vc = � E N D G RAD E DESIG FREOUE CY 5+ YRS �= m �5- m -L- S A 12 + 1.55 DESIG r�W EL ATiON 28i8J FT E L= 2 818.1 ' BASE REOUEN l00 YRS BASE ELEV TION 282088 FT OVERT PPING Dl CHAR�E 602 CFS � RT PPl F + YR ST 10 + 66 L- OVERT PPING E�VATION 2818J FT 2 9'X8' RC C EMBE DED 1 FT SK W 90 EL ATION = 822.48 2 830 -J/,O9p3% � `�S9B 9% 2 $2 � � _ - � l+11A7 2 810 2 800 2 790 BE IN GR DE -L- STA 10 17.13 � EL 282 .90' 2 780 � � � � � 2 770 � � � � z � �� 2 760 �� _ �� SE SHE T 4 F R P N VI �� 2 750 ��_ �� ,�o,s [»+a qmguyen � O�' oo � ��' 00 � 2'� o0 �qfp R: H droulics CADD PERMIT DRAWINGS B5147 H d fl.d n WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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) (ft) (ft) (ft) 10+54 / 10+72 -L- 2@ 9' X 8' RCBC 0.02 49 10+49 / 10+69 -L- RT FLOODPLAIN BENCH < 0.01 27 10+60 / 10+73 -L- LT FLOODPLAIN BENCH < 0.01 33 10+43 / 10+66 -L- RT BANK STABILIZATION < 0.01 < 0.01 19 13 10+60 / 10+73 -L- LT BANK STABILIZATION < 0.01 < 0.01 7 10 TOTALS*: 0.05 < 0.01 135 23 0 �`Rounded totals are sum of actual impacts NOTES: 2013 10 24 See Sheet i-A For Index of Sheets � � •, � V � � O ,V. BEGIN TIP PROJECT B-5147 STA. -L- 10 + 17.43 �� '�� . ��lll� 1�� lUl1L �Y 1L�1L�� 1L�1L11 V'V' � 1l � ASHE COUI�TY LOCATIOIV: BRIDGE 327 OVER LITTLE BUFFALO CREEK 01V SR 1509 (CLAYBA11lK ROAD) TYPE OF WORK GRADI11lG, DRAINAGE, PAVING, AND CULVERT II 0 —L— CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. TO SMETHPORT DR� �CLAYBANK RD SR 15�� END TIP PROJECT B-5147 STA. -L- 12 + 11.55 PRELIMINARY PLANS DO NOT U9E FOR CONSTRUCTION P�epared In the Offlce of: H1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2017 = 1262 DIVISI011t OF HIGHWAYS 2� �� 0 2� 40 ]D00 Birch Ridge Dr., Raleigh NC, 27610 ��o�TA+ ADT 2037 = 1415 �� ° c,� K= 10 % LENGTH OF ROADWAY TIP PROJECT B-5147 = 0.037 MILES zoiz srallo.v:v srEc�F�cnr,oNs �� PLANS $ D= 55 % TOTAL LENGTH OF TIP PROJECT B-5147 = 0.037 MILES SlGNATURE: PE � � 50 25 0 50 100 T= 39 ��a * RIGHT OF WAY DATE: G. E. BREW, PE � � V= 40 MPH SEPTEMBER 18. 2015 PRo�Fcr FNc.NFFx ROADWAY DESIGN � PROFILE (HORIZONTAL) * TTST =1% DUAL 38% ENGINEER ��e.�� Q l0 5 0 l0 20 FUNC CLASS = LOCAL LETTIIYG DATE: BRYAN KEY, PE �� g�� SUB REGIONAL TIER MAY 17, 2016 �Ro�Ecr Desrcx ExcrNEEa PROFILE (VERTICAL) PE 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 iz3 Existing Fence Line -x x x- Proposed Woven Wire Fence e Proposed Chain Link Fence B Proposed Barbed Wire Fence � Existing Wetland Boundary - - - -w1e- - - - Proposed Wetland Boundary w�a Existing Endangered Animal Boundary E•a Existing Endangered Plant Boundary E°a Existing Historic Property Boundary �PB Known Soil Contamination: Area or Site � � Potential Soil Contamination: Area or Site `�?� � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O $ign � �/6�� w $mall Mine 5Z' Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream —�S — Buffer Zone 1 az i BufFer Zone 2 ez z Flow Arrow E — Disappearing Stream � — Spring p�- � Wetland � Proposed Lateral, Tail, Head Ditch � � .�. False Sump � �'�`'��1� �]F' � �IE�"��I �Cd�1��I�� s� ��1� �1� I�I��I�I�V�� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• $tandard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RJGHT OF Wf1Y.• 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 fLW 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 TRPNSPoRTATION Orchard � MlLEPoST 35 0 Vineyard SWITCH � 0 ia W �a `W� -E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail Proposed Guardrail ' '' ' T Existing Cable Guiderail n n � P d C bl C7 (i � n n n n ropose a e ui erai Equality Symbol Pavement Removal l�EGETfITION.• Single Tree Single Shrub Hedge ^^' •� � �• ��i �# Woods Line 1"""""""'-`"'� � � � � vi�Byo�a EXISTING STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert ��N� Bridge Wing Wall, Head Wall and End Wall - � coN� ww � MINOR: Head and End Wall coNc �W Pipe Culvert Footbridge �--------� Drainage Box: Catch Basin, DI or JB ❑cB Paved Ditch Gutter Storm Sewer Manhole Os Storm Sewer S UTILITIES.• POWER: Existing Power Pole y Proposed Power Pole b Existing Joint Use Pole � Proposed Joint Use Pole � Power Manhole OO Power Line Tower � Power Transformer � U/G Power Cable Hand Hole H-Frame Pole �� Recorded U/G Power Line P Designated U/G Power Line (S.U.E.*) - - - -P- - - - TELEPHONE: Existing Telephone Pole -� Proposed Telephone Pole � Telephone Manhole O Telephone Booth OO Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable � Designated U/G Telephone Cable (S.U.E.*) - - - - -�- - - - Recorded U/G Telephone Conduit '_ Designated WG Telephone Conduit (S.U.E.*� - - - -��- - - - Recorded U/G Fiber Optics Cable '°° Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T �°- - - WATER: Water Manhole a0 Water Meter o Water Valve � Water Hydrant � Recorded U/G Water Line • Designated U/G Water Line (S.U.E.*� - - - -•- - - - Above Ground Water Line ^�c Wata� �: TV Satellite Dish C� TV Pedestal ❑O TV Tower � U/G N Cable Hand Hole HH Recorded U/G TV Cable T° Designated U/G TV Cable (S.U.E.*) - - - -��- - - - Recorded U/G Fiber Optic Cable �° F� Designated U/G Fiber Optic Cable (S.U.E.*)-- - - - -*� ��- - - GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated WG Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c cas SANITARY SEWER: Sanitary Sewer Manhole �O Sanitary Sewer Cleanout 0+ WG Sanitary Sewer Line s� Above Ground Sanitary Sewer A�c sa�,to�Y Sewer Recorded SS Forced Main Line �55 Designated SS Forced Main Line (S.U.E.*, - - - - -FSS- - - - 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 $torage 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 • O O ❑s 0 BEGIN TIP PROJECT B-5147 STA. —L— 10 + 17.43 N = 983527.7909 E =1263962.1353 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5147-1" WITH NAD 83/CORS96 STATE PLANE GRID COORDINATES OF NORTHING: 983784.2398(ftl EASTING: 1264030.8118(ftl ELEVATION: 2817.1040fft1 THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT fGROUND TO GRID) IS: .9999534122 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5147-1" TO -L- STATION 10+17.43 IS S 14°59'31" W 265.49' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 S UR VEY C01�TROL SHEET B-S147 :-; � POINT DESCo NORTH ERST ELEV(TION L STATION OFFSET ----------- ---------------- ---------------- ---------------- ---------------- ---------------- -------------- - 3 BL-3 98356409889 12639P�1o9576 28210�3 OUTSIDE PROJECT LIMITS 4 BL-4 983579,1�61 1264217,3353 282�1e1� OUTSIDE PROJECT LIMiTS 1 GPS B5147-1 983784,24�P 1264�3ID,812� 2817,1� 11�93,9�i iG8e34 LT 2 GPS B5147-2 984314a978ID 126489�e112� 2838e44 OUTSIDE PROJECT LIMITS BY FOINT DESC, NORTH ERST ELEVRi�ION L STRTION OFFSET 5 BY-5 984�13e1664 1263569e4436 2816e53 OUTSIDE PROJECT LIMITS 3� BY 983564e9889 12639�1e9576 2821e�3 OUTSIDE PROJECT LIMITS 6 BY-6 983253e7653 1264�1?_,8�72 2825,97 OUTSIDc PROJECT LIMITS PROJECT REFERENCE NO. I SHEET NO. Location BY1 POINT �ESCo NORTH ERS�i ELEVRTION L STRTION OFFSET ------------ ---------------- -------------- - - -------------- ---------------- ---------------- ------ ----- -- 4� BY-1 983579,1ID61 1264217,3353 282�,1� OUTSIDE PROJECT IIMiTS 7 BY1-7 98377ye9049 1264496e5�i67 2832°G4 C�UTSIDE PROJECT LIM?TS BM1 ELEVATION = 2827,5b � N 983265 E 1264�33 L STATION 12�29,�0 NC DOT GPS STATION 85/47-2 s 1 a° 13 � 34 e 33 ° w o 1 sT ��r� e 3� LOCALIZED PROJECT COORDINATES �3M �1 RR SPIKE IN 16" PINE N= 9843/4.9780 ...x...,,.,� ................�..,,.x..,.� E_ 1264890.1/20 ELEVATION= 2838.4400. �tM2 ELEVATION = 2822,55 N 983945 E 1264211 L STqTION 12�29,�� N 1�°39'14e84° E DIST 328e35 �M �2 RR SPIKE IN 1B" PINE / / / \�, m.,� 1� T O : I� rn rn . �. -L- NC DOT GPS STATION 85/47-1 - � LOCALIZED PROJECT COORDINATES N— 983784.2400 E_ 1264030.8/20 ELEVATION= 28/7.1040' _ /� / \ TO SMETHPORT OR� �--_i -- CLAYBANK Rp $q �r�y � CLAYBANK RD SR 1509_ � ---- ��`--- ----- NOTE: DRAWING NOT TO SCALE END TIP PROJECT B-5147 STA. —L— 12 + 11.55 N = 983614.9160 E =1264135.6051 0 � i � I - -� PROIECT REFERENCF NO. SHEET NO. \ � \ � � B-5147 2B-/ � 4r � � N 3 N _ -EL- PT Sto.15+4978 _ - - - - - --�- �5�� +�4�8_ - ww SHEET NO. � •-• - � \ \ \ �(1 \ � I o \ �� / / ` "' � \1 � ROADWAY DESIGN HYDRAULICS \'�� , '�iC \ � � pROPANE TANK J PNGINEER FNGINFER �a � � � � i � -EL- P��S1o.15+0 � i� � �'S:- °°� � � �C � � � �- s � I 1 � J -ELi� c�Tssa�O. 16f5'1/2 �� - - - � � X- W � � �° - - x-x x- � � � � � � � 0 9� �z3"F I i ��-x-X � x X_XT x X� X � � 'S ` i � -EL-� PT Slo. l5+13a5� 4 - _ _ - I / �a s ^ ^ \ � � � � � N 3 /3' 58t E `� ^^T�_ _ -�- P�-S�a`�6f�j'79 Ex�� R,w � pRELIMINARY PLANS oi NP % � � � � I � \ \ , _ - -- - - _ _ _ _ _ _ _ _ _ W - DO NOT USE FOR CONSTRUCTWN � � � � � �� iBn_�� -EL- � ��,,i i � i � / Z � i � � � � � � � � ; � i � %/�� N 62 /8' 38.5' E N 63' 23' 59.3' E �� \ � ` � I � � �\\ 'S � --- �`� � % x � \, 1`n . REB \ \__ �\\ / � - . ' � - -EY- PC S�o.u+54 �� ` � � � � ,w --- I � � � s s9•as�sz• w� � �� Eu�sr�Nc R cMON 0' 20' 40' 40.00' Z�99 2.11' � . � � \ �--\ I/ / / uNoeReaouNo b I�m 1 - / e� rANK Q� SCALE ' � � o�sv I 18�CMP ' � a �� -EY- PT S►o. ll+gl 3 zsFo � i I I �`} �} I � 5 4P46'/OlE � �� k 4 ��B51 I PiNC � � �� Q �� I - _ _ -.sL�.T+Sd 9Jl �i I \ A� 26'27' 26.6' W I^� � 2� I � � � � � � � � I � -EYI- � � � � L- �� 5/0.14+44,8/ � II Pl 5/0 /0+8893 Pl Slo l 852 - -EY- PC Sto. +08.99 � � � � - _ i I � \� \ 1 \ I � - - - - - - - - - � --EL- PC Sto. /4+36A5 i � = 245' 25.8'�LT1 p = 39'�37' 34llLLTJ i �� D= 3' 49' IlA' D- l 35' 29.6' , I ----- , __-- _ _ L- �2J8' `^ L= ,�.58' I � � � � " ,' � i �� T� 36Jd � ti � � �i Ar � � � � � / � � I bp ��I B5i $METMPORT BAPTIST CMURCti R = �,�JOO.i� - R = �.� � 1 � � � � �R I� Q � � NO OEED REFENENCE � 1 - � �R � W � � � � � �� _ES FAiRCLOTH I - ' � I � °AIARKTSNEPHERD/ � i I 2 isF ciiuecn 322 PG 27�5 � � � ,£�', � � DB 3 5 PC ip5� � �� - Y- � � i �� - � � � -�'L- PT S�o.13+9733 � � � _ � i i �� I i a � � � rEL- PC S�a.13+9/A5 I • Pl Sto 11+67B2 Pl 5� +6826 � � � � �� o c� a = �27 33A'RTI � _�f36'�0.4tRT1 � � \ I � � d fl Q _ _ � I � i � o L- 26.43' L- �17.98' _ � �� Q � � i i � � = 1322' �T = I592� I � � � �, � � a � � i � � ° R = 500.Q6�' R = 9938/' `� � ^ s V � I �� _ __ iz�� cMP � � cMON � � . A I I � � e , ao.z�, � ,� �� o.az � s so°ia o9� w PI St0 /3+6 Pl Sl0 /4+74,,,36 yf�} � � � � � I I � s eo�aqs�w Q= l4'lS' 4.4'( TJ �� p �= 7' 2r 59.6� rRr� � i � � � i � i � � � = 62J9' � �� , � = 3857 � 54.9' � I i I � ` � � i I 3 I' T= 3�26� T= i9.3r � � � � � � I i , � � R - 250A0' R 300A0' � v � i� �-EY- PT Sta.13+2697 � , � � � � I o 1 � 5 _ 486 E � � � � N�� -_� rERer co�es 9 -BL-�� I � 1 �I ' � SMETNPORT BAPTIST CMURCN - - 0.73�8..36 I S I � � I e�i� I DB �T7 PG 2282 OB NO PC 2i70 � o � xi� I -EL- �N� � � � � � � i I Z II -�I + + +4 II Pl 5/0 64.06 Pi S�o ll 63J9 / S�o l2 2J9 I \ I_ £�i I L� � , p� 404'35.6'fRTJ p= l3'44'17.3'fLTI = 8/'56'3/,0'fLTI i � � - L PT Sto.13+07,85 � D�_ �i 27' 33A' D= 5T l7' 44.8' = 78' 26' l53' i �� EL- PC S►o.12+9785 i I� �� L=� 5.57' L= 23�4&-� Q= 104.47' � � T� i7J9' T= I2�05' = 63.43' � i i � �� s � � � i �i � 'a�s R = 500.00' - K�bAO' = 73A5' � i' -EiL- PT Sto.12+8322 i I � ° �'3 I Pl Sic� 13+02,g� PI Sto 13+94. Sto 14+40.43 � � � � � i N 25 42' l5T W �� p� ' 43' 48Y� LTl p_ 2' 37' 4�5 IRTI = 3' 20' 49T fRTJ � -EY- PT Sro. i4+pp,56 � I I s � �� I D_ �5T i7� D_ 38' ir 4� _ 38' ir 49.9" �� i � 34.00. L-/DAO' L- 6B9' � L��- 8J6' �� I l� T=.00' � � _T � 41k-�o T i �= 438' � � i � R = 00.00' � �R-� /fibAO' i Ri = 150A0' � �v -EYI- �POT Sto. IO+O�AO i� I� '� °� i i c, i a 1 o I I a � � L� POC Sto. /2+30.99 �� EYl- PC Sto. l0+105/ � Pl Sta 14±90,03 P� ��o 15+33B9 i P/i�5�a 15+9428 i, i "� \ � �, ,� l 5�5'9.�50J'�-- p= �'4M2R.7'fRTJ (� 23'04'40.4'lRTJ p I'05'20TfRTJ � i � � �� ; o � � i `�'' / D = �2 �0'i4/.3' D� = 7f 37' ILO' � D � � 5' 43' 465' � � � s � i Eo� /� � � L= 5.84' i L� 3222' i L� �i9Al' s i . �� - - - - -� �/ � x T =E� � �" i T 1633' i _T i� 950' _ r - / � Ex�s,� -EY- � � T Sio.14+42.64 � � - 6� � � - - � �-s - � ;96� - _ , - � R ^m" IAOOAO' , -EL-�POT S10. 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I4+55A5 22.� T Eo -- - , � i / N 6g58' a� _ - - - - - � i _ _ .�2.6'E N ��- ---� _ - - _ _-�_ _ - - � _� m / � `� s � � � �� - - - - -T j is° acP _ - � � ��snhc A� - _ __ia crn - -�-� l �� - -i Fo- _ _ - - - _ - _ - _. - - _. - - - - __ - - _ _ _ �� \ � � �� --��-_ . 7��1 I ��- - - �" � ---� � � � � � �� zq� ac� i -i � Exis� � � �� a ° -EL-� PF �o.10+8/B4 � _ �- - - � � � -EYI- POT 5io. //+93.50 � � � -EY- PT S.14+93b2 � / � , s, �� i � i E� � 5/0.10+52.83 -EYl e PT Sto. 11+25A1 i i� � m 5 527' 4.6' E � / p ° � orHE� ENos _ _ - - - - - �' P�`SYo. 11+78J6 � � \ � s �� uNKNowN ----�-- I I � I � o . y �� r� . �� i � , � uroieR rNo Eil- � -5%0. l0'�'45.ilJ 1 � � � LINKN6WN I I � ' / S '� i� -EL- PC S/o. 11+5/J5 -EL- PT Sto. a+75 3 i N 35B E i � � � � �� //' (.�. � � ,5 -E - PC S�o l0+4627 55 /4' /5..3' E i i _ i � � 0 ,� �/ \� // � , � BfiOKEN CMP � � / / sizr e TrPe� � SEE HEET 4 F . �DES GN ,_„ � /�/ � i� fl � i / � I i uNKNowN i ( 0 � � CNARLE$ FAIRCLOTN OB 7i2 PG 23�5 BEGIN T lP � PROJECT B �5/47 -L - ST A.10�+17.43 � w000s � -L- POT Sit -EY- POT Stc CMAR�ES F FAIRCLOTN OB 3 PC 9B -EL- STA -Er- sra -�L-3 PO'i�= -BY- PINC 1 / / � � 'I I � � I � �II °� SMETMPORT BAPTIST CFNJRCM _Ey_ _�_ � / 2 � �R � �_�_ � � _�� NO OEED REFERENCE +60.00 +90.50 / �R � �, � � +52.00 � _ � 130.00 / i �1pRK SNEPNERD� � �30.00 � � 51.00 ' 40.00 �� isF cFiur�cw � 40.00 I � OB 375 PG qi5 � / � \ �TDE � TDE � � ��I II II \. 0 il I I II I � � 1 � I I � � V A I w C� �7 V A I � � -EL- I f � -E�- � � � I I I I�� ' +60.00 � � � I +60.00 � w � 77.00 3� �Q � A � � 77.00 �� _ _¢. asF �� I I � � � � � - +6�.33 � w � � � q2- s 6o°ie�o9"�- � 75+00 � I � I ' izosa� _�_ � � � � � �, +77.00 � \ � I i � � �P C, � 75.00 A � I� � � . � PDE �., CLASS�I RIP RAP 65�TOr7�S � � � (((� � GEOTEXTILE 135 SQ �YDS I I � � l EXCAVATION 100 CY � � / � -� A� BANK STABILIZATION � � �- � I I I SMETMPORT BAPTIST CMURCM SEE 4ETAIL A � o i _�_ � I I I oe m ac naz � +85.00 � � � +75.00 �� -EL- w0 40.00 V I 40.00 F� a� � � +07.85 R � � � E 17.00 �_ � � _ 1 I �� I � �� -EL- 2@9'x8' RCBC � I INC. � � 17.00 � F I I / + I I / � � il � I I � R=70'I I � -EL- GRAU-359-TI.�2 �� I � I/ � I I +87.00 � -- � �� / � I � � � � � N 63' /9' 55A' E i p �� o ; -L- � � o � � l - -L- POT Slo.12+2855 � � � i -EL - POC 510.12+66J3 - �- � "' �� _EL_ v GRAU 3�0'7L� I / / \ � � � 75b.00 - --- - / �� R Eo39 � � �// � � I � / � \ - F _t � R=15' �� X ex -- -� -- -1� / / � \ S. 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B-5/47 4 WW SHEET NO. :OADWAY DESIGN HYDR.4ULIC5 ENGINEER ENGINEER PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION � JERRY C0485 OB 2�0 PG 2230 � �� a Ia a I p o � ° i i 1 I I I I I � A � I I � � I is5� R�w ��P � 3.9, i � i �- - � �MON /I - - \ EYl- � RETAIN ro sMErNPoar �Y - � - - W' \ IB' CMP �� A�w - - - - - - - - - - - - - � 1 � � � i I I ` I � I � PROJECT B-5/47 � � � �I I l2 fl1.55 _ � , , I I ISFMiLBl1S ' � I I I I HENNESSr b SON ENtERPRi5E5 I I DB �00 PG i09i � � _ � I TRAFFIC DATA 10262 � sR isio 12415 SMETHPORT DR 1062 1215 200 1062 <100 � 200 1215 � <100 � � �y SR 1509 �262 CLAYBANK RD z 1062 �415 200 1215 200 123 � 2017 ADT 431 2037 ADT