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Home My WebLink About20160565 Ver 1_Application_20160602Carpenter,Kristi From: Sent: To: Cc: Subject: Dagnino, Carla S Thursday, June 02, 2016 11:28 AM David Bailey; Chapman, Amy AI-Ghandour, Majed N; Wanucha, Dave; gary�jordan@fws.gov; Koch, Thomas K; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin; Mills, James M; NCDOT Service Account - Roadway Design; Parker, Jerry A; Staley, Mark K; Wilson, Travis W.; Wilkins, Ronald B; Ayscue, Phillip W; Harmon, Beth; Turchy, Michael A; Robinson, Beverly G Permit Application for B-5343, Rockingham County The Permit Application for B-5343 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 cdaqnino(cDncdot.qov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 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 June I , 2016 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. David E. Bailey NCDOT Coordinatar PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Application for Section 404 Nationwide Permit 13, 23 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 169 over Cascade Creek on NC 770 in Rockingham County, Federal Aid Project No. BRSTP-0770(4), Division 7, TIP No. B-5343, Debit $240 from WBS 46057. I.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 169 over Cascade Creek with a 70' long, single span on existing alignment. Traffic will be maintained during construction via an on-site detour. As a result of the bridge replacement and onsite temporary detour, there will be 15 feet of permanent bank stabilization, 10 feet of temporary bank stabilization, and 0.03 acre of temporary surface water impact for the construction of a temporary causeway to remove the interior bent of the existing structure. An adjacent, undersized pipe approaching the bridge will also have to be replaced. This will result in 0.0] acre of permanent fill in wetlands, and 0.01 acre of inechanized clearing in wetlands. Please see enclosed copies of the Pre-Construction Notification (PCN), stot•mwater management plan, permit drawings, design plans, Division of Mitigation Services acceptance letter, and Biological Opinion for the Roanoke logperch for the above-referenced project. The Categorical Exclusion (CE) was completed on May 28, 20l 5 and distributed shortly thereafter. Additional copies are available upon request. This project calls for a letting date of November 15, 2016 and a review date of September 27, 2016; however, the let date may advance as additional funding becomes available. �Nothing Compares�.�_ State ofNorth Carolina � Department ofTransportation � PDEA-Natural Environtnen[ Section 1020 Birch Ridge D�ive, 27610 � 1598 Mail Service Center � Raleigh, North Carolina 27G99-1598 919-707-6000 T 919-212-5785 P 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 Michael Turchy at (919) 707-6157. Sincerely, �r- Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head cc: NCDOT Permit Application Standard Distribution List \o��F WATF'90G Office Use Only: � i � � Corps action ID no. �,., i o � DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 13, 23, 33 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. 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. 1 g. 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: Replacment of Bridge 169 over Cascade Creek on NC 770 in Rockingham County. 2b. County: Rockingham 2c. Nearest municipality / town: Eden 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state g_5343 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: n/a 3b. Deed Book and Page No. n/a 3c. Responsible Party (for LLC if n/a applicable): 3d. Street address: n/a 3e. City, state, zip: n/a 3f. Telephone no.: n/a 3g. Fax no.: n/a 3h. Email address: n/a Page 1 of 10 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 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: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: 3631'54.2"N Longitude: - 7939'00.1"W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Cascade Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Roanoke 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: General land use around the project is forested and agricultural 3b. List the total estimated acreage of all existing wetlands on the property: 0.0062 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 150' 3d. Explain the purpose of the proposed project: To replace 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 50-foot two-span bridge with a 70-foot long single span bridge. Traffic will be maintained on an on-site, temporary detour structure downstream as due to no suitable off-site detour exists. Standard road building equipment, such as trucks, dozers, and cranes will be use. 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: Request date March 17, 2014 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: NCDOT Name (if known): Gregory W. Price 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 Page 3 of 10 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, (acres) Temporary (T) other) Riverine Swamp � Yes � Corps Site 1� P❑ T Fill Forest ❑ No � p�/Q 0.01 Mechanized Riverine Swamp � Yes � Corps Site 1� P❑ T Clearing Forest ❑ No � p�/Q <0.01 2g. Total wetland impacts 0.01 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 (PER) Type of Average Impact length number - or intermittent jurisdiction stream (linear feet) Permanent (P) or (INT)? (Corps - width Temporary (T) 404, 10 (feet) DWQ — non-404, other) Bank � PER � Corps Site 2� P❑ T Stabilization Cascade Creek � INT � pWQ 45 <0.01 ac (15') Temporary Impact from � PER � Corps Site 2❑ P� T gank Cascade Creek � INT � pWQ 45 <0.01 ac (10') Stabilization Site 2❑ P� T Temporary Cascade Creek � PER � Corps 45 0.03 ac (48') Causeway ❑ INT ❑ DWQ Temporary: 3h. Total stream and tributary impacts 0.03 ac (58') Permanent: <0.01 (15') 3i. Comments: Page 4 of 10 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbodytype Area of impact Permanent (P) or (if applicable) (acres) Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland (acres) Pond ID Proposed use or purpose number of pond Flooded Filled Excavated Flooded Filled Excavated Flood ed P1 P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 5 of 10 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer mitigation Zone 1 impact Zone 2 impact Permanent (P) or for Stream name required? (square feet) (square feet) Tem ora T im act B1 ❑ P ❑ T ❑ Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 63 ❑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. The proposed replacement bridge will be very close to the same alignment as the existing bridge and will be longer single span structure. Permanent impacts to Cascade Creek have been reduced to only bank stabilization. The temporary work pad will be in for only as long as a practicable to remove the existing bridge bent. An undersized pipe on the bridge approaches will be replaced which is responsible for the wetland impacts. No new roadside ditches were introduced as part of this project. The ditches along the driveways are both acting as grass swales. The velocity of both roadside ditches draining into the wetlands is less than 2 feet per second. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Design Standards for Sensitive Waters will be implemented for this project as a condition of the Biological Opinion for the Roanoke Logperch. Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater impacts to the receiving streams due to erosion and runoff. 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? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation Page 6 of 10 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) TyPe Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. � Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0.01 acre 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: 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 ❑ Yes � No that requires 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 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � 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 Management Plan 2a. What is the overall percent imperviousness of this project? % 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: ❑ 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? ❑ 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 Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No n/a 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No n/a 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No n/a Page 8 of 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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: CE completed May 28, 2015. 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 � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Not applicable. Page 9 of 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? See attached Biological Opinion from USFWS dated 5/2/2016 Smooth coneflower, No Effect, last survey 10/15/2015 James spinymussel, No Effect, last survey 4/14/2012 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? 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? 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: 8c. What source(s) did you use to make the floodplain determination? Philip S. Harris C.P.M., P.E. Ur 6�Q�'Zp�G �t � -- =- - __\ Applicant/Agent's Printed Name Applicant/AgenYs Signature Date (AgenYs signature is valid only if an authorization letter from the applicant is rovided. Page 10 of 10 Mit�gatian Servtces ENYiFiQNM£ABTAL OUALITY PA'I l�i�'�'�.ORY cU�•P,�,o,� DONALD R. VAN DER VAART s°ecre�u�n� May 13, 2016 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: B-5343, Replace Bridge 169 on NC 770 over Cascade Creek, Rockingham County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory riparian wetland mitigation for the subject project. Based on the information supplied by you on May 10, 2016, the impacts are located in CU 03010103 of the Roanoke River basin in the Central Piedmont (CP) Eco- Region, and are as follows: Roanoke 03010103 CP Stream Cold I Cool Wetlands Warm Riparian Non- Coastal Riparian Marsh Buffer (Sq. Ft.) Zone 1 � Zone 2 I Impacts I 0 � 0 � 0 0.01 0 0 0 0 � (feet/acres) *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. The impacts and associated mitigation needs were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory riparian wetland mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.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. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, James Stanfill Credit Management Supervisor cc: Mr. David Bailey, USACE Raleigh Regulatory Field Office Ms. Amy Chapman, NCDWR File: B-5343 State of North Carolina Enviro�mental Quality � Midgation Secvices 1652 Mail Service Center � 217 W, Jones Stree4 Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T �, North Carolina Department of Transportation �\ High�n a� '`� Ston7lwater Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 46057.1.1 TIP No.: B-5343 County(ies): Rockingham Page 1 of 2 General Project Information WBS Element: 46057.1.1 TIP Number: B-5343 Project Type: Bridge Replacement Date: 12/10/2015 NCDOT Contact: Bill Elam Contractor I Designer: Kimley-Horn & Associates Address: NCDOT Hydraulics Unit Address: 3001 Weston Parkway 1020 Birch Ridge Drive Cary, NC 27518 Raleigh, NC 27610 Phone: 919-707-6718 Phone: 919-677-2153 Email: belam@ncdot.gov Email: jason.lawing@kimley-horn.com CitylTown: Eden County(ies): Rockingham River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? Yes Project Description Project Len th lin. miles or feet): 0.18 Surroundin Land Use: Rural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.6 ac. 0.5 ac. Typical Cross Section Description: 2@ 12' wide lanes with typical 2' paved shoulders & side slopes that vary from 2:1 to 3:1 2@ 12' wide lanes with grass shoulders and lateral ditches with 4:1 and 3:1 front slopes and 2:1 and 3:1 back slopes. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 4,800 Year: 2040 Existin : 2,829 Year: 2016 General Project Narrative: Replacement of Bridge No. 780169 on US-311/NC-770 over Cascade Creek in Rockingham County. The existing bridge, overall length (OAL) = 50' and width = 31', will be (Description of Minimization of Water replaced with a bridge having an OAL = 70' and width 33'. The new bridge is wider than the existing bridge to provide the required shoulders necessary for roadway and Quality Impacts) drainage. The roadway is being slightly widened to provide the minimum lanes for safe travel. A detour bridge, overall length 90' and width 26.5', will be constructed south of the existing/proposed bridge. This bridge will be removed and area reforested once the primary bridge has been replaced. The detour design consists of removing an existing 24" pipe connecting wetlands at the beginning of the project. This pipe will need to be realignend due to the detour alignment and was undersized in the existing condition. It will be replaced by 2@ 24" RCP's and some downstream channel improvements will be needed to tie in to the existing wetland. Some impacts to wetlands are anticipated due to the pipe installation. Roadside ditches that were affected due to the detour and mainline fill slopes were replaced in kind. No new roadside ditches were introduced as part of this project. The ditches along the driveway are both acting as grassed swales. The velocity of both roadside ditches draining into the wetlands are less than 2.0 fps. Waterbody Information Surface Water Body (1): Cascade Creek NCDWR Stream Index No.: 22-45 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator 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) Hi� hWa North Carolina Department of Transportation //�� St(�YC 1waYe1' 'I�' , ,,.,�.,� Highway Stormwater Program ��r.T �� STORMWATER MANAGEMENT PLAN (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 46057.1.1 TIP No.: B-5343 County(ies : Rockingham Page 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 5 -DR- 10+40 RT (1)Cascade 0.0 3.0 3.0 0.1 9 113 1.00% 0.3 1.3 0.4 1.4 No No -DR- 11+52.53 RT Creek 5 -DR- 10+Z5 LT (1)Cascade 0.0 3.0 3.0 0.1 7 128 1.08% 02 1.2 0.3 1.3 No No -DR- 11+52.53 LT Creek Additional Comments � 0 � 0 See Sheet fA For Index of Sheets See Sl�et 1 B For Conventional Symbols See Sheet iC-1 for Survey Cantrol Sheet TO EDEN �� R �CI�II�GHAM CO U1�T �' LOCATION: BRIDGE NO. I69 OVER CASCADE CREEII ON US-311 / 1VC-770 TYPE OF WORK: GRADING, DRAINAGE, PA VING, AND STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � � - ---_ . .�°� �4 . SITE 1 SITE 2 �,�, �� -L- Sta. 16 + 23.88 BEGIN TIP PROIECT 8-5343 -L- Sta. 12+09.00 END TIP PROJECT 8-5343 -L- Sta. 27 + 31.77 � � ��°.� ��) �� - 1i� �`� _�_ ,- ,�; ' � ,_ _ E tNO. 16 US-311 / NC-770 __ �"= � � -L ET- i " �END BRIDGE � -L- Stn. 16 + 96.13 TO BUFFALO RD CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES PERMIT DRAWING SHEET 1 OF 71 DOCUMENT NOT CONSIDEREDfiNAI UNLESS ALL SIGNATURES COMPLETEO GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pz„�xs nnErnnED Fox Kimley >> Horn �DRAULICS ENGINEER ADT 2016 = 2829 VPD THE NCDOT BY.• _- °" 50 25 0 50 100 ADT 2040 = 4800 VPD oF xaA N K = �o°io LENGTH ROADWAY TIP PROJECT 8-5343 = 0.162 MILES 2DI2 STANDARD SrE�fF,�,3TroNs ��`� c490 PIANS D = 55% � � T = � �%` IEFFItEY W. MOOItE, P.E. Y.E. � LENGTH STRUCTURE TIP PROJECT 8-5343 = 0.013 MILES nR��E�T ENG,NFER Sr�Nq,��R�: � o 50 25 0 50 lOd V = 60 MPH RIGHT OF WAY DATE: rzoAnwAY nESrGN ENGIIYEER � � Vp� = 50 MPH TOTAL LENGTH TIP PROJECT B-5343 = 0.175 MILES NOVEMBER 20,2015 sR�� oe"! PROFILE (HORIZONTAL) FUNCTIONAL RURAL MA10R PROJEcrSDEsicx exc Eea Of Tp�N9t 10 5 0 10 Zp CLASSIFICATION: COLLECTOR LET`TING DATE: ' 8% TTST 3°lo DUAL 1AMES A. SPEER, P.E. NOt�EMBER I5, 2016 PROJ£CI ENGfNEER PROFILE jVERTICAI SUB-REGIONAL TIER NGDO? ROADWAY D6SIGN f'.E. l I SIGNATURE: z ° � 0 N � TEMP -LUET- TYPE TYPE lll N 8 l2' 50.0" E ui 24 /Z' /Z' re�lP TE�E TYPE lll ii � BEGIN BRIDGE —[DET— Sto. l tpp +/— PS - PAVED SHQUlDER DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP DETAIL 1 SPECIAL LATERAL 'V' DITCH e s�o�e1 Fat c o�na 1.� D F p� Skpe Min. U= 1 FI. FROM STA. 13 � IS TO STA. 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SHEET NO. Kimley �>> Horn B yN/4 NEET NO 5 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWA7 HYDRAULICS � ENGINEER ENGINEEft IDOCVMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMP�ETED � � 0 0 N ON �x �� z� 0 z /k,STALL SHW[DER BER�I / - t;uTTER FRO,N STA/3+i8 TO � � lS i3+88 -LDET - 27J - � I � ,� � � � � '� � � ,�e iHTO �P�SE�(1 0/TCM i� �'� l R � � � � � � * t N � �SyP�TCH[ATERAL TiE PROPOSED D/TCri \��% �I � � � � � � � � '� � � � � � � '� � �e s 5££ DET,N[ i iNrO EXiSToyG � � � � � � � '� � �� E ` � - - E � � - E - - ` _ � RET.4�IV £x6TiyG - �� / � �� \ � � � � - C �DRAIHAGE PIPt /� �- � 82'l2'50.0"E _____-------"" US 3/I/ C 770 -L - - c --- -- N srs7'47A'E FF _ -� _ _ _ _ _ i F _ � F E— � � �. �E _ — ' � E ----� _ F-- E-F- E -ux i - vo. u.oaa� _ -L- Sto.19+4466 fl179' RTl roE �or�cr�oN SEE 0£T [ 3 E5T lp5 $Y PSR,�I � O S ITE 1 100' 0' 100' GRAPHIC SCALE LEGEND ' '�' ' DENOTES MECHANIZED CLEARING � DENOiES Flll IN W ETLANO PERMIT DRAWING SHEET 2 OF 71 SEE SHEET 6 FOR —LDET— PROFILE z ° � 0 N � TEMP -LUET- TYPE TYPE lll N 8 l2' 50.0" E ui 24 /Z' /Z' re�lP TE�E TYPE lll ii � BEGIN BRIDGE -[DET- Sto. l tpp +/- PS - PAVED SHQUlDER DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP DETAIL 1 SPECIAL LATERAL 'V' DITCH e s�o�e1 ut c o�na 1.� D F p� Skpe Min. 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BOX 33068 • RALEIGH, N.C. 27636-3068 ROADWAY � ENGINEER SHEET NO. 5 ENGINEEft IDOCVMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMP�ETED � � 0 0 N ON �x �� z� 0 z - / - /k,STALL SHWIDER BER� � --' � '� i3+88 RLD�M f L7Ai3+ 8 TO — � I �( �e � � � � '� * � ,�e iHTO ��SE�(1 0/TCM ' \,� � � � R � �e � � � � '� � � N /�SyPECiAC LATERAL TlE PROPoSE0 DITC/i �� I � � � � � � � '� * � � � � '� * �e s / 5£�r�TAIL l INTO £X/STIIyG � � � � � . � � '� � ��t � � E � � — — E ` � _ —E _ — � RETAIIy_£x6TiyG — _ �— i � �� ; � — C �DRAIHa;E PIPt /* �— � -----_' � � _ 82'l2'50.0"E _____-------"" US 3/I/ C 770 -L - - � __- -- ly 8/'S7'47A"E FF _ -� _ _ _ _ _ i F - � F E- � � � —E ; _ _ _ F - e =- ,�acacabaor�aQaar�. . � — — — —F— — E— -�.�� ,Qt?G7pOUC}66C?QY' E `�� - 1 � r L roE �r�crrop =_ -_ �� SEE 0£T L 3 EST /05 S' PSR�I I � O END CRAOE -c�r- s�o. n+ee�r = i '= � - - � -L- Sto.l9+g465 fl179'RTl '� yy,t,— � �� reu�censs � � _�' ` I I S ITE 1 100' 0' 100' GRAPHIC SCALE LEGEND � DENOTES MECHANIZED CIEARING � DENOiES Flll IN W ETLANO PERMIT DRAWING SHEET 3 OF 71 SEE SHEET 6 FOR -LDET- PROFILE -L- Sto.l6t15 +/- E D BRIOGE -L- Sta.16+95 +/- Bi� GRAU 350 TYPE lll 7YPE lll GRAU 350 B,� Z PS PS � 12' � 30'-�P `� �' $ 8 i2' o ir --� iz B'� GRAU 3 lll E -� - ry RAU 350 8:1 2' PS BEGI APPROACH SLAB H 82' l2' 50A" E -L- Sto.l6t/3+/- E D APPROACH SLAB -L- Sto.l7t07+/- DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP � Z � REl�yly SPEpAC [ATERAL 'V'D/TC/i FRDM 0£70UR PFIAS£ 24' P PR�V/OUSLY RE ED / DETLC/R BEGI TlP PROJECT B-5343 sr � � BEGI CO STRUCTlO o -L- Sto.12+09.00 BEG/N �VERLAY N \ � - t\ � � � \ _ � � � � � � � � � � � � � � � � � � � � � � � � � �� \`e� � � � � � � � � � � � � � � � � � � � 1 � ,� � � � ; �� _� �-\` � �� ,� *�� ery- - _ -L' _.,. � GGRA$5 �AND GRAyEL � �� OLO ORNE �'AY �� TPLL - CONC � FOUND/+TioN reNc Pao ':��•Lq.O' TALI 2 a 30" TEMPORARY P�PES TO BE INSTALLED WITH CAUSEWAY f0 HELP CONVEY AVERAGE DAILY FLOW O � TOE Of CAUSEWAY TOP Of CAUSEWAY � R£TAlly SP�c/AL LATER.4Lv Q17CH FRON 0£TWR PHASE R£TAl l5'F�7p �T�R PHAS�� m � �� / i � � � � �.� � ( � � ,�R�N�TWR�HASE � \ �I � ,� � � p�E � � � R ra aas��g � � p� *i � � � � IX/R �Hdi£ * � i � \ R A1�6 IeT.Tx4/L � � � m� �o��r�nsr �, rr P�q' �5�0 y °��s�,�iI��OarcH P�AS£ TOUR �� — E �E ` � i � ` � � c,r' C _ _ _ — _ � C � �E E K- SEE� fTaCER� v'OiTCH SEEC��T��E2AL Y'OiTCH DETAIL 1 DETAIL 2 SPECIAL WTERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH � rvo� �c koM) � Na� �c Swb� CLASS 'B' RlP RAP =�,x F��o � �a F�' � ��.ai O EST 2 T0�[S si��a , � .y> c,o„�o sma e, o .y� c.o„�a £ST 7 SY 6FD SPECIAL [ATERAC 'y' D?LH ScLE DEgrAIL 3 m��. o= ;s rc Mc�. o_ to rc E$� 5 TONS RAP F ROM STA. 13 �:� 50 TO STA. 15 � 50 -L- (R'� FROM STA. 15 < 50 TO STA. ib �:� 00 -L- (RT) EST !0 $Y GFD /y5T SHOULI�R BER,�I GUT7ER — r STA15+93 TO 16+13 -L- fRTJ DETAII 3 DETAIL 4 DETAII 5 SPECIAL tATERAL 'V' DITCM LATERAI 'V' DITCH RIP RAP AT EMBANKMENT I No� i� Sm1a1 f voe �o imie4 �, ^�o� �a scde� 10 m�n =ifl Fj��' Pcr � NaN . � viN - ?, �� Di�'n� � 0. m� 1 0 Yi slor= � p 9�� G�o�nd ��- � d Mfn. o- i o Fi. // �n fl= '.0 F��. Min- �V= �.p �t. G[O"Ex11:E J nnax.d= i.a F�. ��o.�o�� b- s_a F�. Type uf I inFr = Closs'P' Rip-Y�p Iyu�: of Jiic = Cl�,r '!l' R'i�rRau - o! Jnnr= Gl�.�,s II Ni� N� FkOM STA_ 16 � 00 TO STA_ 16 � 13 -L- �R� FROM STA. lb � l3 TO STA 16 � 30 -L- (RT) v%G�oi�ni�il� �ah�< � sra,e-so -� �a� � � )1 I 1� 1 N � ,�'V'D�RHF�CIE U1T£RALJ I OE �� p� �5 N ABUT�IEFTS�X�ATS �� VATC ERT�AC , �EEH�i/QA��REM.,WAI�N(l�G VE �N�AL �£RiAC ir�iuN�irH c Ass /i R� P��'H.4� 70 THE E/yC/i E[EVAliOry OF I 48/A'lTYPJ E D GRAOE �5 EXISTI BRIOGE EXC�yATiO BEG/ O�ER fSEE RUCTURAC P[.AFIS.TY J -L- SYo.i9+25D0 ' 1 te REE T�AgIN SvP£CIAL � ��.NE £TIX/R C� """' AS s E �_ E—E � F J� — — — —�--�=_i _ -,rcr�-�.- � � "� R£TAlly TOE PROT£CTlO�/ FROM DErouR srace `CLA55 //RlP RAP i0 SHIX/LOER PodyT fS�,R(ICT(.{RES P ITEM.TYPJ RIP RAP E�IBAIyK,�IENT PROrECTiply CLASS u Rl RAP EST ,z Tavs E5T /5 SY GFD SEE DETAI[ 5 sEE �r�ca�cH Esr ro cr ooE CLA55 'B'�IP RAP EST 7 TO 5 EST i2 GFO Kimley�>>Horn P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 -L- Sto.2/+3/.77 END O�ERLAY g N —E— E � PROJECT REFERENCE NO. B-5343 2W SHEET NO. ROADWAY ENGINEER SNEET NO. 4 ENGINEEft DOCVMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMP�ETED � 0 0 N ON �x �� z� 0 Z / - ( � �� - '� � t � � � R * � � * t � � � � � '� � � � \� � � � s � � �— "-Aie— — — — � �� .� RET.N�£X6T'�jG � i � � �DRaH E PIPt /� �— � -L - �i� S ITE 2 100' 0' 100' GRAPHIC SCALE LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACT$ IN SURFACE WATER PERMIT DRAWING SHEET 4 OF 11 SEE SHEET 5 FOR -L- PROFILE -L- Sto.l6t15 +/- E D BRIOGE -L- Sta.16+95 +/- Bi� GRAU 350 TYPE lll 7YPE lll GRAU 350 B,� Z PS PS � 12' � 30'-�P `� �' $ 8 i2' o ir --� iz B'� GRAU 3 lll E -� - ry RAU 350 8:1 2' PS BEGI APPROACH SLAB H 82' l2' 50A" E -L- Sto.l6t/3+/- E D APPROACH SLAB -L- Sto.l7t07+/- DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP 0 Z � REl�yly SPEpAC [ATERAL 'V'D/TC/i FRDM 0£70UR PFIAS£ 24' P PR�V/OUSLY RE ED / DETLC/R BEGI TlP PROJECT B-5343 sr � � BEGI CO STRUCTlO o -L- Sto.12+09.00 BEG/N �VERLAY N \ � t\ � � � \ _ � � � � � \ � � � � � � � � � � � � � � � � � � � �� \`e� � � � � � � � � � � � � � � � � � � � 1 � ,� � � � ; �� _� �-* � � �� ,� *�� \BM_ _ _ _ - -L' _.,, � m�� i i � � � � �: 2 a 30" TEMPORARY P�PES TO BE INSTALLED WITH CAUSEWAY f0 HELP CONVEY AVERAGE DAILY FLOW O * � E D_L17 STRUC7� a u+ _ TOE Of CAUSEWAY - TOP Of CAUSEWAY � R£TAlly SP�c/AL LATER.4Lv D17CH FRON 0£TWR PHASE R£TAIN l5'FRO� �rouR PHAS � C �/ - E �E ` � i � � :i�� c�r� C _ _ C _ C E E � , � � � ��N�TW �HASE � \ p � E -E'7 _ _, _ ��.nti, ' � � � �ra�c�� g � � � � I �GNASS ANO GRAVEL �_ � �, \'� � �TQUR H � � I � � � R a�e �r. r�v� i om oaroe �Yar , � � � � �B £ p�TCh/ F * � � 0 IX!R PbAS& E �m•y��pyn �� TPLL � \'�' ' � '� O//CH /I'l/O�O — � Ex�sr�� arcH CONC . FRO..�I TOUR R � � ' � P„ASE BEG/ GR FouNoaTionr �� -[- S�o.W+P0.0� o ' _^A(., bA� -' , � __ �\\\ � . ��wo�T�n' ��, _ \\� � � � ��ry000s�_ , ,, / � �� t �, � I '�I . . ' - S�GO�ETa[ER.dL 1 � �, DETAIL 1 SPECIAL WTERAL 'V' DITCH � rvo� �c koM) �'N F� �o � si�� , � 1> �,o�„o Min. 0= 1.5 (t. FROM STA. 13 �:� 50 TO STA. 15 � 50 -L- (R'� DETAII 3 SPECIAL tATERAL 'V' DITCM I No� i� i��b1 =ifl Fo� � .til��r� P� p �� G� ��•:d d �, os -.o F�. nnax.d= i.a F�. ��o.-oo�� Type oflinFr = Closs 'P' Rip-3�p FkOM STA. 16 � 00 TO STA. 16 � 13 -L- �RT) � � ,? � I 1� I /I I 1 N � I � R�rET,NN SPEqC�/,�q/� [ATERA[J / I �5 DE �RH PhIASE p� �5 N ��T�I�F/yTSXAT �� VATC ERT�AC / Ay,d�' gX ry�G i0 p4T8i \ ,,, �IryQNTEM�a��/(I�G V�R �.d[µ�,�£�R�At TNE �.wOR / RAP F � \ I / BACK ILL�/T CLAS$ lR/P J 70 THE EIyCH E[EVATiOry OF 48/A'lTYPJ E D GRAOE .� �5 EXiSTI G BRIOGE £XCqyATiO BEG/ O�ER lSEE RUCTURAC P[.AFIS.TY � i_ m' te � -L- SYo. i9+25,D0 LATg R�NACSvP£0%TC/i � p�,NE £TIX/R AS UE �' E � E�E C 1, .r,�.,, - _ J' - - - - ` --_- _� _ 5£ECI�T��E2 AC N' 0/7Ch/ DETAIL 2 SPECIAL LATERAL 'V' DITCH � Na� �c Swb� 3 ESAr52'T�R/yIS RAP sma fo�e �.y� ao� a O EST 7 SY GFD ' o SPECIAL [ATERAC 'y' D?LH ScLEa£S DEgrAIL 3 Mc�. o_ i.o rc ES�Y 5 TONS RAP EST r0 SY GFD FROM STA. 15 < 50 TO STA. ib �:� 00 -L- (RT) /y5T SHOULI�R BER,�I GUT7ER — r STA15+93 TO 16+13 -L- fRTJ DETAIL 4 DETAII 5 LATERAI 'V' DITCH RIP RAP AT EMBANKMENT fvo+�o imie4 scde� 10 iiN � ?, d Di�rn � p. �� 1 0 Yi 51ovo I.FI. n � „�� Mi��. �- 1 0 Ft. // � Min- �i= �.0 �t. G[O"Ex11:E J _ b- sa F� Iyu�: of Ji�ci = Cl�,r 'tl' R'i�rRau - o! Jnnr= Gl�.�,s II Ni� N� FROM STA. lb � l3 TO STA 16 � 30 -L- (RT) vd�G�oi�.i��l� rah�< sra,e-so -� �a� �� Kimley�>>Horn P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 -L- Sto.2/+3/.77 END O�ERLAY g N �� F -E- -E �R£TAlly TOE PROTECTIOA� �-- ---- --. FROM DE7WR ST.eGE CLA55 // RlP RAP ro srrow.�R Poipr fS�,R(ICT(.{RES P ITEM.TYPJ RIP RAP E�IBAIyK,�IENT PROrECTiply CLASS u Rl RAP EST ,z Tavs E5T /5 SY GFD SEE DETAI[ 5 LATERAL �y OirCH 5££ 0£T,NL 4 EST i0 CY 00£ CLA55 'B'�IP RAP EST 7 TO 5 EST i2 GFO � PROJECT REFERENCE NO. B-5343 2W SHEET NO. ROADWAY ENGINEER SNEET NO. 4 ENGINEEft DOCVMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMP�ETED � 0 0 N ON �x �� z� 0 Z / - ( � �� - '� � t � � � R * � � * t � � � � � '� � � � \� � � � s � � �— "-A�e— — — — � �� il' � � � � � � � � .� RETAdy_£X6TiyG / i � � �DRAIHa;E PIPt /* �— � -L - ,� i�-� t'a�,�3C7Qt] 3 �i� � �.. ,...,.. ; �_,; �. ,, .. S ITE 2 100' 0' 100' GRAPHIC SCALE LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACT$ IN SURFACE WATER PERMIT DRAWING SHEET 5 OF 11 SEE SHEET 5 FOR -L- PROFILE PROIECT REFERENCE NO. SHEET NO. -L- SBA. 15+85.58 Kimley�>>Horn eoAownv oesc43 HYDRAULIC� 53� � _ __'. _ _ _ � �i � _ � __ - _ � i- � � _ �FF = �77.96� LT _ - _ P.O.BOX 33068 • RALEIGH,N.C.27636-3068 ENGiNFER ENGINEF.R I_ ___ _ __ .____ _ _ I _ _ __ ____ _ I - - - - - ---- - - ELEV = 490.42' - - -- - - - - ------ - -- - --- - -- - - N 1013267.6448 E 1808880.0606 ,"'�`_",""`° �I ----- - ---- - -- ------- � - - -' 60d NAIL IN BASE OF 20" OAK '� U°°.� °`" � --- -- -- - --- - -- ----- ---- -- -- --- --- - ----_ -- -- --- ----- -- - ', 520 II , , , - ` - - . � - - c� s,o. �s+6o.o0 -c- - ' ' - � � _ _ � PERMIT DRAWING BEGI BRIDGE �� sHeer e oF ii I' ,` E D OVERLAY II� -L- Sto.16+23.88 24'CORED SLAB UlyfTS E D GRADE '� 510 �' f BEGIIy GRADE --- -r-- ELEV = 489J8, CL ELEV = 489.32' SKE� _� BEGI OVERLAY � i' � DOGUMENT NOT CONSIDERED FINA� - -- - -L- SfO. I�IfOO.00 �. i [ � + �. � UNLESS AlL 31GNATURES COMPIETEG - ELEV = 489.39' END BRIOGE -L- Sto.19t25.00 � � END OVERLAY - _ INCLUDES G5'OVERLAY Pl= 15f�� -L- Sto.l6t96J3 Pl= 18+6�A0 ELEV = 98958 i , -L- Sto.2/+3/.77 'I '� 500 �I EL = 488.68' IAICLUDES G5" OVERLAY ` ELEV = 489.48' , REraiN t2� 2a" RCP-N VC = 200' �} ELEV = 489.46' EL = 490J2' � ' TlE TO EXIST PAVE�ENT ' -J � J-�- 500 FROM DETOUR STAGE K= l8O VC = l30' ` _ -L- STA 13+I5.48 OS = 65 �PH DS =120 tiiPH � ECEV = 48539 � 490 - - - - - - - - - �-�o7iooi t+�p.4000z r-�.6769i 490 -- - --- ------- - ------------------ �� N f+lOb6% tRT1 _ � � I ----- " 30i Z .._.. -•-•--__M_«.:_�,...,,.,,.------ ,_ _. _.._,._.._.._.._ f+10.49% fLT) �-13�-:--��3; - ._� f+lOb5% � BEGdy SPECIAL � I c�nss n aia - DITCH GRADE LT I RAP ?YP� r ��i W 4SO 'i ' -C- STA i3+15D0 ElyO SPEC�AC z TEM,PAY `BEGIN SPECIAL EIyO SPECIAC BRIOGE HYDRAULIC DATA 480 �e i ELEV = 4855/ 0/rCh' GRADE LT �TYP� ��ryp� DITCH GRAOE LT DIrCH GRADE Lr _ i, BEGI OVERLAY -�- STA i5+00A0 �� NoaM�v ro -[- STA /7t4500 -C- STA 19+20A0 -L- Sto. l2+09.00 BEGIIy SPECIAL E[EV = 486.42 eNo eeNr ELEV = 486A5 ELEV = 487J9 D?Ch' GRApE RT (/r F EXl Tl G CO CRETE VERTICAL DESIG�J DISCHARGE = 3500 CFS ELEV = 489.97' -�- sra 13+5p,pp A�eur�Nrs A�r � eva�ioN aa�.a•. -L- StO. 15+22,00 = CAuSE�yAY Ex�qvAre ex�sri�jc F�u ��7ERiN. eeni a DESIG�J FREQUEI�/CY = l0 YRS i i 470 TlE TD EXl$T ELEV = 485bB ELEy. 479.9' RE�Ip�NiNc veRr/�'u aeurMeNr ar,q�o��ioNAc 1, i u i I �� -OR- S�O. IO'fOO.00 I'AND BACKFI�� yy/rH �LA55 /lRIP HQP UP 70 �- DESIGIr I'1}� ELEVATIO� = iBB.9 FT I BM 2 I 47O PAVEME�/T rnE eeNcH e�evaria or asi4•�rrP.�. i i E L E V = 4 8 8. 9 4' , y o� r� l a � S£�.= 4 7 B 9' BASE DISCHARGE = 6300 CFS � � -L- STA. 23+15.93 ' � ,' o Ewsri BitiOGE - --- - BASE FREOUEIyCY = l00 YRS ii ii LEGEND ''� � �� BASE hryy ELEVATIOAJ = 49038 FT i OFF = 29.68' LT �i END/BEGI SPEC/AL Op DAT£ Of SURV r 5-o5-2n DiTCH GR E Rl AIYa Ar yEG£rArro u E DyERTOPPdyG DiSCHARGE = 3560 CF5 I� N 1 0 1 3 2 2E 1 9 5 E 4 8 0 9 6 2 6. 0 0 4 7 �� 46O I DITCH GRADE LT - t- 5 r A i 5+ 5 o. 0 0 ' pyERTOPPIA/G FREWENCY = l0+ YRS �i i � L- STA 16t00D0 RT TOQ E�NSTAL�EDR��PHPES - 46O � _ CAUSE Av TO HELP CONVEv � 0 ELEV = 487A0 I� DITCH GRADE RT 0 � E�V 4a5.35 _ 60d NA�L IN BASE OF 12' BIRCH � WERTOPPI A JG ELEVATIO A/ 48923 FT �i, i, � AyEaAGE DAi�r F�o DATE OF SURVEY 5/2l/l5 �ii BRIOGE EXCAVATIOH � ECEV�A985.3m RT � j�S.ELEVATION 450 i ` AT DATE OF SURVEY = 4789 FT ��, EXCAVATION = 300 CY -- ---- --- ----- END LATERAt v' � -- ---- -- 450 �i fBRIDGE AREA DITCN GRAOE RT --L_ -- i�r y` `�; ;:' iii i^� ''`: ,4ND E�B,4NKMEIyTI -t- 5rA �6+30.00 � ,,,. I fSTRUCTURE PAY ITE�I E�EV = 483m -- • - � JC:I= :1I�CC= I %YIJ�,'f I�IJl7 -'L,'- r"L.fVY 11 12 13 14 15 lb 17 18 19 20 Z1 22 23 II 5so �i. _ _ , ��I h�+�t!�+t�1- _ - - �It�t!�-�titt+ti�t�+�+� ' -- - - - - - - ;:3c� I! ,:�c; - - - - sso - --- - ---- ; �- - . - - - - � �� - -OR- Sto.10+00.00 = � - - b � II -L- Sto.15+22.00 � . . �', BEGdy GRADE I- - --- - -- - - � -LDET- Sto.11t44.96 = - - ij ELEV = 488.94, � 520 II - ---- ----- - -- -'I -L- Sto.13+53.35 U1.88'RTI CL Sio.14+45.00 -LDET- � I ` c-�r� ii �ZC� BEGIIy C�RADE I. 520 �. _ , � . �.. .�r_u ii ��. 7 � 90 - - - ELEV 489A , „ DR StoJO+l3.37 - _ ___ _ ___ BEGI BRIOGE CL ELEV = 490J8' EIyO GRADE ', li -L- S1o.15+22A0 ll3..i7'LTJ _ _ _ _ _ _ -LDET - Sto.14f00.00 SKEW = 90' -LDET - Sto.17f88.37 = ', �i ELEV = 489.47' - - -- - - -- - - -- - ELEV = 490.00' -L- Sto. 19t9466 fl179' RTI � ii 510 I II }��H +��+ E D BRIDGE ELEV = 48891' °;"; �;; `i'I � PROPOSED ElyO GRADE 510 � IS" PIPE ! -LDET- Sto.19t9p,pp y �� -pR- sra �o+2y5p -OR- Sta. 11+5253 , --- - -- - ---- - - --- � -- --- - -- _ __ _ _ _ __ ELEV = 49036' �� ELEV = 486b8 ELEV = 489✓9' -- I� PI = 12+35A0 PI = 13+70A0 Pl = 15+35A0 �� Pl = 10+97A0 500 P--- - �i EL = 488✓7' EL = 48988' EL = 490.54' ' � �(iCl ii ci�n EL = 488.95 500 VC = l80' VC = 60' VC = 90' �� '` `�' VC_ 50' I � i . ,-, -:. -, , I K=79 K=69 K=86 - . , � DS = 45 PH OS = 45 PH OS = 50 �PH M M iI os =� 2o MPH � ii f+ ,8600� f+J0.5000% 490 - - - - - - - - - - f -J0.9996% (+112667% f +JO. % f -10.6433% d `:: CI II 4 `:: CI f -J03220% 4 90 - - - - - - - - - - - � - - - - - _ . ._.._. ------------------'� ii (+�A�� +1600/lRT1 .._. . � -.c- ,� . . a.• .-....-..,...., �.....� ...� � f-1 Q75% � - �� ' t+) ID8% (LT1 """"(f)I.�I CLASS IIRIP �� r-�2�5 RM lTYPJ \ 35' �I �� P� -��'�.�il PRDPOSED rstR Pnr �reAli ` �2� 24• RCP-N ElyO SPECIAL z�rai � / �rrP7 BRIDGE HYDRAULIC DAT A � c� r� ii � o r� Pl = 10+57.00 EL = 989✓9' 480 480 1 - -- ------ I -LDET - ST A 1I+0733 D/7CH GRADE RT MPROX. EXCAyATION � l5d frYPJ �� i 4�� '� �C = 30' ELEV = 485.34 -[DET- SrA 12+5p,pp EL = 4859' �=� ryarrMy ra u EL = 489.85' ' BEGdy SPEC/AC E�V = 487.78 ENa ecNr = �ITCH GRAOE RT BEGdy SPECiAC ApP�ox.EXcavarroN DESIGIy OISCHARGE = 2700 CFS Ii KC- �� DS =335 �UPH �` Qg4b' DESIGIy FREOUEIyCY = 5 YRS i� -COET- SrA /1+�7pp D?CH GRADE Cr lyOR,�IAt �'SE[.= 4/89' u OS = 20 MPH ENO SPECIAL 47� ELEV = 985J3 -LDET- STA 12+50.01� o ExiSTNG BRiaGE OESIGN Mi' ECEVATION = 489.5 FT y�� ii ,y?�� DITCN GRADE LT 470 ELEV = 48777 Oly DATE OF SURVEr t�oi5-05-2n BASE DISCHARGE = 6300 CFS u BEGIN SPEC/AL -OR- STA n+5253 _., ,, M/D AT VEGETATION uNe gASE FREOUEA/CY - i0�0 YRS ii OiTCr+ GRADE �T E�EV = 487.80 ElyO SPECIAL - u -OR- STA IO*25.D0 PIPE HYDRAULIC DATA OircH GRAOE cr - � ; BASE Hy� ELEVATiOA/ = 490,53 FT �� E[EV = 48G42 Ep0 SPEC�A� f2124" RCP-N -LOET- SrA /3+25.00 li BEGI SPEC/AL OITCH GRAOE RT OVERTOPPIA/G DISCHARGE = 2700 CFS ELEV = 4&721 � ii �.. r, N -OR- STA I1+5253 46� OVERTDPPIIyG FREOUENCY = 5 YRS VQi�i u vii�r DlfCH GRADE RT ELEV = 48793 460 ORAINAGE AREA = 27b AC � - WERTOPPIAJG ELEVATIOAJ = 4887/F7 �i -OR- STA i0+40.00 OESIGA/ DISCHARGE = 3/A CFS � ; ' DATE OF SURyEY = 5/2l/l5 ° ELEy = 48680 OESIGN FREOUENCY = 50 YR '�E --- -- - , _�---- - � __ II � II ^ DESIG ELE ATlO = 487.7/ r y�S.ELEVATlOIy ii N �-h4' V N 4 5 0 0/00 DISCHARGE = 32A CFS AT DArE OF SU/7�EY = 4789 � r_ �, ii ��c n � 1 i I F 1 P�� 4 rJ � ,_r 0/00 Fl� ELEVATION = 487.76 ___ _ �t., r u-ti.,�o OVERTOPPIIyG OISCHARGE = 59A CFS � �� T i'��• =z i i i n i i� �:�n n i` r,n � i n ii i_i F i i i -- i i%�' �- OVERTOPPIIyG FREOUENCY => l00 YR -L_L!L_ I ;;.: J((! lu„ i/ ��i �/�_ r ��n�irt ii r_ir � "' OVERTOPPIA/G ELEVATIOA/ = 4893/ -� - !�� - � � ��, �� -� - -- i�,.� ��" �O �)1=G, �riL_�CI �Y11._7 irl.ilt -'L.LJI=%'- r"L.fVY II .�J'�L:i= .�YIL'.l=l /YV.:J rIJIT '-IJI��'- rL.f4Y N �� m � 10 11 12 13 14 15 16 17 18 10 11 i�, 505 � ' � ', 505 ° . 500 = - - - - _ - _ - - - � - - _ - _ - - - - - - - - - - - - - - 500 � - - ,y� ,y�r � �l�rTKIP�EO � � o , �. --. �..- , � - � . , � , � : _ _ 495 � ,-�, � -- � � 490 . 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N , - -- - N- = N -- 495 � __ � � 4� �� 49� 0.034 0.03q W � W � , � _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ ' _ _ _ _ _ _ — _ ' _ _ _ ' _ _ _ ' _ _ _ _ ' _ _ _ _ �. _ _ . _ _ -L — ' — _ _ — _ ' — — ' — � ' — — — — — — — — — — — — — — — — — � 3:! 2.� _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 485 � �85.�9 485 480 - --- 480 -� � � _. 475 - - - - - - - - - _ ,� - - - - - - - - - 475 ----_ -- -- - - - -- -- ---- - - - ---- - -- - --- - - _ 11 + 50.00 ` - ' 470 470 500 - - - - - - - - - - - --- - -- - --- ---- -- - - - - - -- --- - - - 495 _�� . _ ��,_�__ _ � _ _� _ ��_. � _�� _��__, ,__ � ,_�__� __,_ � _ �____�, _��_ � � _ 490 o.oa� � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � — —L _ — — — �__, 485 � 480 475 470 - - - - - - - 500 � = - - - - - -- _ --- --- -- - -- --- - -- � � 495 i a �� - - -- - - - .- - - � = � W '� 490 _ , 3 , _ _1` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �185 485,69 480 475 470 505 _': _�; 505 500 500 , a 495 J � � � �, 495 . -- — - --- -- - --- _, _,_ _ _ _. _ _. ._ _. ,_ . - : -- - a � a . - . - . _. -- - - - . ,- - --- - --- - 490 ��sr Ex�ST W-� � W 490 ---'�___-- '� 485 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - _ _ _ _ , - - -ry _ _ - - - - _ , � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 985 - �, a8529 _l 480 _ __ ' 480 475 . ..-_.. ._. _. 475 470 _ . - - - - _ _ . - � � + Z rJ . � 0 _ _ _ . - - - 470 505 505 ----__ ----- --- ----- ---- - - --- ----- --- -- .�--- - --- ---- - --- ----- --- ----- ---- - ---__ ----- --- ----- ---- - - --- ----- --- -- -- - --- - - ----- -- -- 500 r•,�u+ayizEn c NN NyTK�PATEO � 'I�i _ �-_� 500 mE ro z e a�rxr'�Ijsrauanay w � 495 495 _ _ Q�o . _ _--I - ---- -- - -- - ------- - ------- 490 ��. �x�sT Ex�s� . -- -. -' - " -- - - r-"-'- -:__ - 490 '" -'L===------ ?� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � . ' 3 ' - - - - - - - - - - - - - - - - - - 485 g ------------------------------�185- Q 480 = � --- — - _ _ _ - -- �- -----� ---- - _-- �--- -- � - � --� --- -- _-- — -- --- - 480 475 � , 475 �� + ��.�� 470 ___ � : ,- . : - . ,- . :_- r: ,_, .... . . = 470 140 730 720 170 700 90 80 70 -LDET - BERRY HILL RD �NC 770) DET OUR 60 50 40 30 ZD 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 505 - - - - - - - - - - - - - - 505 500 500 ---- -- -- - --- ----- ---- - --- ----- --- - -- -- ---- - - --- - -- -- - --- ----- , ---- - ---- -- -- - --- ----- ---- ---- ----- --- - -- -- ---- - ---- -- -- - � � � �� „ I ------ 495 - -- - -- - - - -- -- - ---- - ---- - -- - - -- - -- - - - -- - -- - - -- - - -- - -- - - - -- -- - ---- - ---- - -- - - -- -- - -- - - - -- - -- - 495 490 __ z:� 4n a ooa uyoo ,i, 490 �. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — ' � — — — — — — — --1— _ a:i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 485 48'" ' � � q '8��3 485 4 � 4 80 _"� _.___��____ �� ____��__ .__��•__ ____�__:___�_:�_�_� �_� �_� _ � �_:.__��__�_"_ � _..."_�___�_� �� __"_�:_�___:__�_�_. 80 475 475 ----- - ----------- -- - ----------- - -- ---. 12+50.00 - - - - _ - _ - -- - - - - - - - - _ - _ - - - - - - -- - _ - _ - -- - - . 470 470 _ - - - - - - 505 505 500 = - -_ _ _ _- - _ _ -_ _ _ - _- - _ - -_ - _ _ _- _ _ - -_ - _ _ _ _ _ _- _ _ - - -_ _ _ _- - _ _ -_ _ _ - - _- - _ - -_ - = 500 495 , __ - _ _ -- -- - --- ----- ---- - ---_ ----- --- - -- - --- - - - --- -- -- - 495 , �H , , - H-��-N+ - H- �-N� -�H-��-H-, ,H-N, -H-��-N+ -�H-� H - , -H,�--I�-H- - -H-H, -�1�- - , 490 ----------- J. oo,z oo,s 490 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �— - - - - - - - - 485 -__,- <� -�.^---------- 485 4B/.2B _ — _ — _ _ — _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 480 � � � �� 480 - - - - -- - - - - - - - - - - - - - - 475 - -- - - -- _ _ _ -- - - -- _ - _ -- - - -- - -- _ - -- - - -- _ - _ -- - - - - _ - _ - - 475 --- ----- --- ----- --- - - ----- ----- --- --- - ----- --- -- --- 12 + 25.00 . . 470 ----- --- _ _ _ ----- --- - -- - - _ ----- --- ---- --- - - --- ----- 470 500 500 - — - - - - -. . _. _ - �� 495 . , 495 490 0 0�o a ozo 490 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 485 - - _ _ , , '", � <ae.�e 485 A � 480 .:e. . . . :e... .._ . e . e�=-.. _ .. _.-_..- -_ _.. . _ e -e ...._. 480 475 - - - - - - - - ' ' - - - - - - - - 475 --- ----- --- ----- --- - - ----- ----- - �2 + 0�.�� 470 - - - . _ _ _ _ _ _ .. 470 500 495 _ _, . 490 0 ozz o ozz - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z - - - - - - - - - 485 � 480 - - - _ _— _ - — - - =� - - - _-- --- 475 Qro - - . . . _- 11 + 75.00 500 � � _ , 495 N " 490 - - - - - - - - - - - - - - - - - - - - ,• - - - - - - - - - - - - - - - - - - - - - - - - - - �85 486.29 480 475 470 -LDET - BERRY HILL RD �NC 770) DET OUR 140 730 720 170 700 90 80 70 60 50 40 30 ZD 10 0 10 20 30 40 50 60 70 80 90 100 710 120 130 140 CAUSEWAY '"„^T" _ ^^, � � �.�� I:\\�.�� " II�I:"I�:�� I I. � \ (�) ' I ' ' f ' (�) � c � �� 1. I : > VLV I L/� I ILL I HUI\Il. QUANTITIES OF ESTIMATESe CAUSE�yAY VOLUME OF CLASS 'A' RIP RAP= 50 yds 3 AREA OF CLASS 'A' RIP RAP= Oe02 acres Estimate 70 Tons Class 'A' Rip Rap VOLUME OF CLASS II RIP RAP= 100 yds 3 AREA OF CLASS II RIP RAP= 0.03 acres Estimate 145 Tons Class II Rip Rap Estimate 150 SY of Geotextile Fabric VI�T� 9��Z` �Q �� gl 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) (ft) (ft) (ft) � 10+57.46 to (LTj 3.12 -LDET- 2@ 24" RCP < 0.01 � 11+01.09 to (RTj 5.49 -LDET- 2 p� 24" RCP 0.01 < 0.01 2 16+38.38 to 16+68.99 -L- Causeway 0.03 48 2 16+38.02 to 16+44.16 -L- (RT) Bank Stabilization < 0.01 < 0.01 15 10 TOTALS�: 0.01 < 0.01 < 0.01 0.03 15 58 0 *Rounded totals are sum of actual impacts NOTES: " Total Permanent Channel Impacts along the centerline of Cascade Creek is 15 linear feet. ** Total Temporary Channel Impacts along the centerline of Cascade Creek is 58 linear feet. *** Causeway blocks more than 50°/o of the channel. Therefore, 2@ 30" temporary pipes to be installed with causeway to help convey the average daily flow. 2013 10 24 • � � • � � 0 � � N 0 � � See Sheet � A For I ndex of Sheets See Sheet �B For Conventional Symbols See Sheet �C- � for Survey Control Sheet TO EDEN �� IIl''� 1 ` • lI � 1 ''/�1 . . '�•� 1 �` 1 1 1 �� I� 1 1 `� • �\ �� • � � � LOCATI01�: BRIDGE 11t0.169 OVER CASCADE CREEI� 01� US 311 / 1�C 770 TYPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G, A11 tD STR UCT URE _ �, _�� , ��;�, r, �� *� �� ;��_��'� ; �� ,' ,a,N,\��,� ��,� � * ��, �,___ � � , �� , � �,,= `� �: _,, � __ — ��e,M_--- _�___---- ____ e� -- ¢�_�� ---,-- , � � � %� �— , h, �— i �\��— � =�r, �� _�� * � � ' * � , �i � � � � * _ � � , i i � e�y ' � * � � � � . END TIP PROJECT -L- Sta. 21 + 31.77 BEGIN BRIDGE -L- Sta. 16 + 23.88 BEGIN TIP PROJECT B-5343 -L- Sta. 12 + 09.00 O. 169 —LDET— —L— US 311 / NC 770 END BRIDGE -L- Sta. 16 + 96.13 B-5343 ,_ ,�� t\�= �; � , � � � * � � � � ; � * * _ � , , �� ,� — � ��_�.�a----�--; � �� —� � l� TO BUFFALO RD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGII t DA TA PR OJECT LE11 �GTH Ki m I e>> H o r n �DRA ULICS E1VG71VEER PLA1�S PREPARED FOR y ADT 2016 = 2829 VPD THE 1VCDOT BY: 02°,6 Nc ucENSE uF-oioz 50 25 0 50 100 P°e°X33°68 ADT 2040 = 4800 VPD RA�E'�H.NORTH�ARo`�NAZ'636 � o� �o� � PHONe �sis� a��-zoao K = � o% LEN GTH ROADWAY TI P PROJ ECT B-5343 = 0.161 MI LES 2012 STANDARD SPECIFICATIONS �@� Q�`'��o PLANS D = 55% o � °* LE N GTH STRU CTU RE TI P PROJ ECT 6-5343 = O.O� 4 MI LES JEFFREY W. MOORE, P.E. P.E. � * S O 2�J O �J O � O O �/ — 6 O o M P H RIGHT OF WA Y DA TE: PROJECT ENGINEER SIGNAT URE: � �� ROADWAY DESIG11l E1VGIIVEER VpEr = 50 MPH TOTAL LEN GTH TI P PROJ ECT B-5343 = 0.175 MI LES N4VEMBER Zo, zol.� _� .Jasox PACE, P.E. �`��p o� �Q�Q�� PROFILE (HORIZONTAL) FUNCTIONAL RURAL MAJOR PROJECT DESIGN ENGINEER u L� p� 10 5 0 10 2p CLASSIFICATION: COLLECTOR LETTI11lG DATE: * H% TTST 3% DUAL .TAMES A. SPEER, P.E. 1V0 VEMBER 1 S, ZOI G PROJECT ENGINEER PROFILE (VERTICAL) SUB-REGIONAL TIER NCDOT ROADWAY DESIGN P.E. SIGNATURE: / � � N � N O \ � BO UNDARIES A1 �D PROPERTY.• State Line ---- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EQB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �• �' Potential Contamination Area: Soil �� Known Contamination Area: Water - '� '� Potential Contamination Area: Water ,��., � Contaminated Site: Known or Potential '� ? BUILDINGS A111D OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �_ _ _ _ � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow �--- --- Disappearing Stream --- --- Spring O�-��_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLO�' False Sump � ��_�� L� �.l �� ' ��1�� J��.�� 1/� �_� 1�� _� �� 1llote: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch 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 R�W 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 O MILEPOST 35 � SW ITCH �--�� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W �� 0 � W in� L�1 '"' �J ,�c �, �� A, E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTING STRUCTURES: MAJOR: 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 U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol $ Pavement Removal � I�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard coNc � �oN� WIN � � • • O ►/ � � � O ❑T � HH - -T�- - - TC - - - -T FO- - - - -T FO- - - T FO WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - AlG Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information v� A/G Water - -TV- - - TV - - - -TV FO- - - - -Ty FO- TV FO - —G— — �— A/G Gas � O ss A/G Sanitary SeWer - - - -FSS- - - - - FSS - - FSS • 0 � ❑s - 7UTL - 0 usT 0 � 0 AATU R E.O.I. N O N > w � � O N \ N O � � BEGIN BRIDGE -L - Sto. l6 +2.: END BRIDGE -L - Sto. l6 +96.13 2-BAR TYPE METAL TYPE lll RAIL lll 8.�/ 2' PS 2' PS � w g /2' g w 30, _6„ �/4, _5„ o o � a /2' o 12' � � l6,_�„ �2, 2� PS 8°� SBG TYPE 2-BAR TYPE Sol 2' PS lll METAL lll -L BEGIN APPROACH SLAB RAIL N 82° l2' S0.0" E -L - Sto. l6 +13.00 END APPROACH SLAB PS - PAVED SHOULDER -L - SfO. 17+07.00 SBG - SHOULDER BERM GUTTER (NTSJ DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP -L - Pl Sto 13+0/.42 Pl Sto 15�09.62 Pl Sto 20�97.86 �= 0° 50' 38.2° l RT 1 0= 7° 27' 20.4° �RT 1 �= 0° l5' 03.0° �LT l D= 0' 22' 55.1" D= 3° 49' 11.0" D= 0° 20' 00.0" L= 220.94' L= 195.19' L= 75.25' T= 110.47' T= 97.73' T= 37.63' R= 15,000.00' R= 19500.00' R= l79/88.73' DS = 60 MPH DS = 60 MPH DS = 60 MPH SE = EXIST SE = 0.04 SE = EXIST RO = EXIST RO = l08' RO = EXIST O CASCADE CREEK PROPERTIES,LLC DB 1130 PG 1455 RETA� /N SPECIAL LATERAL 'V' DITCH FROM DETOUR PHASE REMOVED lN VDETOUR -DR- PRC Sto. IO+Tl24 -DR - Pl Sto l0 +47.99 Pl Sto l0 +99.54 �= 96° 05' S7.3" l RT l 0= 98° 09' 30.8" �LT 1 D= l90` 59' 09.4" D= l90° 59' 09.4" L = 50.32' L = 5/.40' T = 33.38' T = 34.6/' R=30.00' R=30.00' DS = l5 MPH DS = l5 MPH SE = NC SE = NC RO = N/A RO = N/A � � � � � �� < o� � � � � -� N � � � �s � � � � �0 1 � � � i � �� N � BM #I �, ELEV = 490042' -' ' � N 1013268 E 1808880 -B�- STATION 19+39000 2 0 5' L E F T � -DR - POT Sto. 11+64.00 p 60d NAIL IN BASE OF 2q" OAK o� '� +62 DR ^ Lf� 32" MTL �' � 17' � ��7 POST & � w -DR- PT Sto. 11+32.53 � ,� C A B L E � RET AlN SPECIA,L LAT ERAL N lT 24' 18.8" Vy `` 'V' DITCH FROM ND CONSTRUCTION �� 5 DETOUR PHASE W000s � . im e >> orn CO2016 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. � CAROLINE FRANKLIN HOLLIDAY DEED NOT FOUND Oy�NER PER GIS y�EBSITE END T lP PROJECT B-534 END CONST RUCT lON -L - Sto. 2/ +3/.77 END OVERLAY O � N �� CUT FF EXIST lN� CONC V ERT ICAL -L - PC Sf0 20 +60 23 PROJECT REFERENCE NO. B -5343 ILW SHEET NO. ROADWAY ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I ^ 0 0 Q N _(7N U �3 Z °p 4 Z -DR- Sto. 11+52.53 � o� +30 DR ABUTMENTS AT ELEVATION 48/.4' � / BEGI T lP PROJECT B-5343 ST AGE � � +56 DR +62 DR �g� 27� EXCA ATE XISTING FILL MATERIAL ;� / BM #2 � o B E G IN C O N S T R U C T I ON Ex°s � , 33� 2 1 + -L- Sto. 12+09.00 3s� w000s o �' BEGIN OVERLAY � RET N SP lAL LATERAL 'V' �o �� DITC FRO�DETOUR PHASE 25 0 DR �' -L- PC Sto. //+9�.9J� � -DR- BU/LT AS PARl 3z�� MT� � OF DETOUR PHASE POST &� � \ RETAIN l5" FROM cAB�E � � � � � � � DRU PC Sta�O+14.62 G � ' � � � � � � � � '� � � �., \� � 45' L `C• / • � � � � � � � � � � � � � � � � � \ � o � NC � ��.0� \ � � � '� � � � � � � � � � � � -� � � � � D 45' o E _�X % � '� �� w000s �� X X�---_ � _ _ � � ejM � � � � � � � � � � � � � �� E C �s1�� R� cuY ; ° - � �'� � � � � � � � � � � � �-- �� _ o o g l�� R �� - - o � o 0 12' N "' � � � _ - ,� o � - Gf?AU Woo�s ��. � �" � � z„ � 0 12' s1EE� 2' P� �f �M i i � m � ��T �� ` i , � .� � I � �� 2 �� CA \ o° F � �-� � s� g `� ExisTiNc Ri� �k��N � � +36 � - � C � � � �� 0401 -L� � 24� BST 12 16„ P�C � -- 31 I/ N � 770 -_ � -=�,s`�° c � o c � TO EDEN (�s 54= 4"� TEE�F-� _ A^��\ �, ! WOODS po 040 EXI 0 L o � A'� _ - - \ , � �� + L . � �6�� PVC _ +-_ � EwsT�Nc Wi Y' �EXI � E E � 45' , x i � � 5 CMP = _ = i OODS \ � RETAI ,l� �2) � - �/ � � � � � 8.1� X X � E MTL GAT �� s1i c RiW � - � L . . GUY \ �R�M DE � � X �, 5R WD 59 5 L ROW �S • ' �° �° ° � 32" MTL POST ` GUY. . �� X � ' ' � CEDAR �� B5343-2 � � & cAB�E � �'� �� \ `\ X�X X� U P YHAO �j74.6 L � � � � � � GRASS AND GRAVEL � � ' 0 \. 6 . T�1/L1,� � 3. �� OLD DRIVE WAY `\ �\ � A O�l P AS�* O�, OS WOODS \ � �, ' ___ 1A�� Woo�s `� E Tl � DITC . 1 �--� coNc � F�R M TOUR E D OVERLAY rA�� GRASS �- SE BEGIN GRADE FouN�ATioN I � � -L- Sto. 14+00.00 � �, OLD CONC PAD I coNc wA�� o� � L- CC ��14+1/. qao� TA�� o. TALL � WOODS � � 5,5' _ --- � � � � ' -BL-3 ��:, `� � � , �� r' -L - POT Sto. l0 +00.00 DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill �c3 � or � Natural Slope 4ffe� .L•1 Ground D Min. D = 1.5 Ft. =ROM STA. 13 + 50 TO STA. 15 + 50 -L- (RT) DETAIL 3 SPECIAL LATERAL 'V' DITCH ( Not to Scale) � � � Natural Fi�l F�' or Slope 4fler n�-.� Ground D d Min. D - 1.0 Ft. Max. d= 1.0 Ft. Filter Fabric Type of Liner = Class 'B' Rip-Rap =ROM STA. 16 + 00 TO STA. 16 + 13 -L- (RT) DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) 3� � Natural Fill �c� pr _ Slope a�1er 3•1 Ground D 1 Min. D= 1.0 Ft. =ROM STA. 15 + 50 TO STA. 16 + 00 -L- (RT) DETAIL 4 LATERAL 'V' DITCH ( Not to Scale) b Fill _ Natural Slope �"�t. `�'7 p � g�� Ground d Min. D= 1.0 Ft. Min. d= 1.0 Ft. Fnre� Fabric b = 5.0 Ft. Type of Liner = Class 'B' Rip-Rap ROM STA. 16 + 13 TO STA. 16 + 30 -L- (RT; SPECIAL LATERAL 'V' DITCH � SEE DET AlL l -L - POC Sto. l5 +22.00 = -DR - POT Sto. l0 +00.00 � = 90° SPECIAL LATERAL 'V' DITCH - SEE DETAIL 2 DO NOT DISTUf2B EXIST CEDAR TREES O �yILLOy� OAKS PLANTATION. LLC DB 1077 PG 1830 DETAIL 5 RIP RAP AT EMBANKMENT ( Not to Scale) 10' min. Ditch 1.0' min. � 2.0 FT Grade � �. GEOTEXTILE � Type of Liner= Class II Rip Rap W/Geotextile Fabric STA. 16 + 30 -L- (RT) CLASS 'B' RlP RAP - ESl 2 TONS EST 7 SY GFD SPECIAL LATERAL 'V' DITCH SEE DET AlL 3 CLASS 'B' RlP RAP Esr 5 roNs EST l0 SY GFD �NSTALL SHOULDER BERM �UTTER FROti1 STA.15+93 TO 16+13 -L- fRTI � �. i , • � � � . � .. � � � ' � � / ' Ly ' � � .i •. �. � 1 �' ' � �°I, .,. • - � �P �,�� •' '//:i 1�� _ ,�.; ��Ir",► � �' ��i � i�l � I • ��3 � �,c� � Q I�.•� Il�:��i n�rn !�;�� ;��i►��:? i I�i� �IiiiT.G�r��sci �ir;� . � ` �"a �,.� �_„�__ ' . � . ��l :�� ''�� . � i �I �'1-=.�s,, . F�iir:i � -ti1■ E � � BE H INQ RE� A IN�N� VE R T IC AL ,� E L E V = 4 8 9 o I 9' B CKF�ILL W lT H��SS �ARIP ARAP TO THE BENCH ELEVATION OF �_ ,;� BL IOISTATION 2 0937 46 48/.4'�TYPI END GRADE � E� N 73° 16' 59" E Dist 335a91' EXISTING BRIDGE EXCAVATION �' � �� 60d NAIL IN BASE 0F 20" ASH � �SEE STRUCTURAL PLANS.TYPJ BEGIN OVERLAY � � � � � � -L- Sta. 19+25.00 � � � RET AlN SPECIAL + 50 L � LAT RAL 'V' DITCH 45' Woo�s �,, � � � Woo�s � � � � � � � ,� � � � � EXIS L RrW FRO� DETOUR � 27' � � � � � � � -� � � -� 45' PHASE � lNC � � - �� o + 35 L �'- �-- w�B - = _ '�� 61aiq E � E EXIS -- RETAI/� EXISTING �� - � 2053' - cuY- ----C- -_E C ExisTiNc Riw DRAINAGE PIPE /�xr�'iNc R W�___ F,.� T T T T �� - _� G A 9,�-g�-�,-�r 2' PS 8.�/ `�`� �- I 0 0 0 0 /2' o 0 0 0 � g � o �2' �� us 3iiiNc ��o US 3/l/l1/C 770 To euFFA�o Ro � GRAU 350 12� 2' PS q° s T E E � o 0 0 � � �2� I I� 24� esT N$l° 57� 47.0�� E c -------- - _ 4"STEEL--- - - - �s�--= -8��- - - --- ---=�s F -�6" PVC - - - - - - -Fss- - - - - i - - - - - -Fss- 16�� PVC X X �� - � �`-��` EXISTING R/W 1 F MTL 52" WD RAIL E p • GATE _ E +76L Ilm , ♦ EXI S E �� GUY �� `^-� � ��3�3� ��Q�� 3��3�3�� Row oF cE�ARs �;3�;3 E � � � � �� RETA� /N TOE PROTECTION FROM DETOUR STAGE DO NOT DISTURB EXIST CEDAR TREES � � N I� WooDs TEMPORARY SHORING (TYP) (SEE T RANSPORT AT lON MANAGEMENT PLANSJ - B �- 4 � � � +1 L TALL GRASS �� Exis ww �� -L - POT Sto. 23+56.00 45' WOODS : +20 L TALL GRASS � � �' 97 CLASS ll RlP RAP TO SHOULDER POINT 4 Woo�s� � � (STRUCTURES O � � PAY ITEM. TYPI REMOVE EXIST BRIDGE CIRCLE BAR D RANCH, ��c -�- PT Sto. 2/+35.48 +07.08 L ISTRUCTURE ITEM) DB 1302 PG 42 5 RlP RAP EMBANKMENr PROTECTION CLASS ll RlP RAP EST l2 TONS EST l5 SY GFD SEE DET AlL 5 LATERAL 'V' DITCH SEE DET AlL 4 EST l0 CY DDE EST 7 �ONS �AP EST l2 SY GFD -L - PT Sto. l6 07.08 � n � rn O Z � � � � � � � o � � � � � T � o � � � � � � � w '" � O �o O � � � � � SEE SHEET 6 FOR -L - PROFILE SEE SHEET S S-1 T HRU S-? FOR ST RUCT URE PLANS N O N i w � � 0 N � N O � � END BRIDGE -LDET - Sta. l4+ 2' PS TEMP TEMP -LDET - TEMP TEMP 801 GRAU 350 TYPE lll � . „ TYPE GRAU 350 � N 82 /2 50.0 E �� ae� 2 P � � l0' E- SBG 24' l2' �� „ l0' -� �2� 10' � � PS 8� TEMP 8:1 2� P TEMP TEMP TYPE /ll TEMP GRAU 350 TYPE GRAU 350 /// BEGIN BRIDGE -LDET - Sta. 14+00.00 PS - PAVED SHOULDER SBG - SHOULDER BERM GUTTER �NTSJ DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 °� t Fill Ground ?.� ��p'�'�e Slope D 1 Min. D= 1 Ft. FROM STA. 13 + 15 TO STA. 15 + 00 -L- (LT) FROM STA. 17+45 TO STA. 19+20 -L- (LT) FROM STA.11+17 TO STA.12+50 -LDET- (RT) FROM STA.12+50 TO STA.13+25 -LDET- (LT) O CASCADE CREEK PROPERTIES,LLC DB 1130 PG 1455 -DR- PRC Sto. 10+7/.24 SPECIAL LATERAL V' DITCH SPECIAL LATERAL 'V' DITCH SEE DETAIL 2 SEE DETAILI ERECT TEMPORARY p REMOVE EXISTING WOVEN WIRE FENCE O 24" RCP ALONG TCE � EX0�0 L -DR - PC Sta. l0 f14.62 38 45' WOODS BEGIN CONST RUCT lON �� __ PN ii° o�os.9° vV _ _ _ � -DR- PO Sto.10+00.00 -LDET PC Sto. 10+00.00 -L - POC Sto. 12+09.00 � � � \ \ � 9�� p�TCH �ATERAL Y � � � ` � s� DErAi� i � � � � � � � � � � � � � �, �.� EXl � � � � \ \ � � � � � � Y � � � � � � � � � � � � � �L � \ wEP � � � � � \� e � � � � � � � � � � � � � � � � � � j w000s � 'M `�\ � � � � � � � � � � � � __ � E C \ �,�� -' �. . �� =�,�� - 1 0503 Woo�s - \ � = �� _ _ - - - - - - - - - - C EXISTING R�� N _L=� ��8�� 2) 24" RCP-�- - _ �770 2 � __ �� -- c _ -r E E US 3�► �, 5� 4„ E g�fSTEE�F-� � _ � � 7� �� F F � N � - - . _ ��+ o � �" o _- - E�R i w, � �XI R<W � 6 P�� _� � � - - - - � �AS� 'B' RlP RQP � � 5 CMP _ _ _- = i WOODS \ � Sr � �, _ \ � � �S � -�� L . � E�s1i�R/W � - -p � � �, � � X�X 0�04 � 32" MT� POST `\ ��;s X B5343-2 \ �, & cAa�E \ �X�x� � � � � X �� T lL � E �, CH'� � I � GRASS AND GRAVEL � \ A A 0�4 %� �; �� O L D D R I V E W A Y `\ ��' Y E \ �� CL. S �R R�P �- � TAL� WOODS -L�S ' ��/ �0 . +05 L � �---- ES Y �D 73.8 ' . �--- coNc �I � or ��sru e FouN�ATioN I �EN NBE � EPD OLD CONC PAD II �j ��?, 36 L CONC WALL � � oj E 4ao' TALL� o. 5e5' TALL ---- � � � WOODS 1 � � � +38.14 L �� ' 54 +40 L BEGIN GRADE �4.6 ' -LDET - Sta. ll f44.96 = -L- Sta. 13+53.35 fl1.88' RTl SPECIAL LATERAL 'V' DITCH SEE DETAIL l DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 °� � Fill Ground �?.� ��p<'�e Slope D 1 Min. D= 1.0 Ft. FROM STA. 10 + 25 TO STA. 11 + 52.53 -DR- (LT) FROM STA. 10+40 TO STA. 11 +52.53 -DR- (RT) DETAIL 3 TOE PROTECTION et ( Not to Scale) F\�� Natural �y� °�S�°Qe Ground , b , F�� d d = 1.0 Ft. b = 3.0 Ft. Type of Liner= PSRM FROM STA. 14 + 85 TO STA. 16 + 75 -LDET- (LT) DETAIL 4 TAIL BASE DITCH ( Not to Scale) Natural Natural Ground ?•� �,'1 Ground d � Filter Fabric B Min. D= 2 Ft. Max. d = 2 Ft. B = b Ft. Type of Liner= Class 'B' Rip-Rap ROM STA.11+13 TO STA.11+17 -LDET- (RT) � � � � � �� < o� � � � � -� N � � � �s � � � � �0 1 � � � i � �� N � BM #I �, ELEV = 490042' -' ' � N 1013268 E 1808880 -DR- POT Sto. 11+64.00 -B�- STATION 19+39000 205' LEFT +62 DR 17' 60d NAIL IN BASE OF 2q" OAK o �, 0 0 '� -DR- PT Sta. 11+32.53 N� 32� MT� �`� DO NOT REMOVE N l7" 24' 18.8" W ��7 POST & '� SECOND METAL GATE END CONSTRUCTION ` � C A BL E SPECIAL LATERAL / -DR- Sta. 11+52.53 � o� �5 'V' DITCH SEE DETAIL 2 W000s �/ 2162 DR � o�\ . +30 DR O .. ABUT TO EXISTING `�� 27' O CLASS B RlP RAP METAL GATE ,0 4 07.08 L� EST 2 TONS EST 7 SY GFD �o �,� �' � �, INSTALL SHOUIL�DER BERM +20 DR �� '' I GUTTER FROM STA.13+78 TO 25 3z'� MT� - �, ��, 13+88 -LDET- fLTI POST &�' /G T � � I � � � m � c A B � E 1' Y ��° T lE PROPOSED DITCH ` i, ./C�r" m � /NTO EX/Sl/NG +50 L Woo�s 0505 �' / � 0 L +1 L SPECIAL LATERAL 45' / / �' -� � EXIS RrW 'V' DITCH �0 ��A 5, 32 M� 45' SEE DETAIL l �r � ��, � � PosT & UE E E + 00 L j � 45 ` X X� O � 15" � \ �1�°� R�, l0' R �� - l0' R �� -- - q�, 2 , F_=, S� i �� A--� -- -_ �` - - - l0' � � 2' P e�= � -� 0 - o � �_ l0' 2 P o F T B2Gl _� s � _ C- - WOODS C - ' - _ 8,�/ �E E F X � 2O' � MTL GATE X�X X 5RI'AWD +25 L �NC � ROW OF -r''� 59� C�� - �� aeur ro ExisriN� Woo�s � �ENCEN TALL GRASS ERECT TEMPORARY WOVEN WIRE FENCE a�oN� rcE INSTALL TEMPORARY � I GUARDRAIL � , ` + 85 L -BL-3 cAB� +6�a�q c c E c 32053' - - - - - - � B G E T ., _ � � �-�r-�r . . - P K � N 82° l2' 50.0" E � NA�� ■ im e >> orn CO2016 P.O. BOX 33068 • RALEIGH, N.C. 27636-3068 RIGHT-OF-WAY REV. CONST. REV. � CAROLINE FRANKLIN HOLLIDAY DEED NOT FOUND Oy�NER PER GIS y�EBSITE PROJECT REFERENCE NO. B -5343 ILW SHEET NO. ROADWAY ENGINEER SHEET NO. 5 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I ^ 0 0 Q N _(7N U �3 Z °p 4 Z END CONSTRUCTION -LDET - PT Sta. 19+26.15 = -L - POC Sto. 2/ f 3/.77 �;� BM #2 �,� ELEV = 489019' � N 1013221 E 1809626 -B�- STATION 23+37046 E� N 73° 16' 59" E Dist 335a91' ,�'' / �� 60d NAIL IN BASE OF 20" ASH � � � � � �� - / � "� � \,- �� / woo�s � � � � � � � � � '� � � TlE PROPOSED DITCH � � � � � � � � � � � � � INTO EXISTING � � � ,, _ �'�"'Z''�� o�� \� � � � � � 3_5_�L�� w�B - = - �- rVd -- RETAI EXISTING � �`� � �- � N ExisTiNc Riw DRAIN GE PIPE ��xr�'iNc R W T T T � - �� `-�- � - _ - - - - - - - �- - - - - - � us 3iiiNc ��o � US 3/l/NC 770 ro euFFA�o Ro � _--- o - � oo & sTEE� I G_ q� sTEE� C __- o� � �I� 24� esr _�/�l 8/° 57' 47.0" E �LVE 5��ss- 52�6' DIP_ , - - - VAs� - - - - - � - � o o- - �' - _ _Fss= - - - � F �i - - - - - -Fss- - 4�� STEEL - - - - _ � - 16" PVC 60,91 � - -�� -�� EXISTING R/W 1 -� 27068' `� X F �- 2� PS , 2 W�-�ArC N • p 97' -LDET - PT Sta. l3 �79.49 DO NOT DISTURB EXIST CEDAR TREES CLASS ll RlP RAP T D SHOULDER POINT (STRUCTURES PAY ITEM, TYPI BRIOGE EXCAVATION F m � 24' � �� rn➢ F _ rn� � �rn E � �'L ET � qj,0 L N 8 / '�50. E 0 �� !" N � WOODS c„ o i �� _ � ��I WOODS :.51 -LDET - PRC Sto. 12+49.59 � (SEE STRUCTURE PLANS,TYPJ O RUN TEMPORARY WOVEN lNIRE �yILLOy� OAKS PLANTATION. LLC FENCE TO EDGE DB 1077 PG 1830 OF CREEK -LDET - (I/oET = 50 MPHI Pl Sto ll +25.74 Pl Sto l3+14.67 Pl Sto l6 +16.70 Pl Sto l8 +23.92 p= l7° l0' 03.0" �RT l �= 8° 56' 05.3" �LT I �_ l4° 22' 28.1" (LT l �_ l4° 08' 09.7" �RT D= 6` 52' 4/.7" D= 6° 52' 4/.7" D= 6° 52' 4/.7" D= 6° 52' 4/.7" L= 249e59' L= 129.90' L= 208.98' L= 205.52' T= 125.74' T= 65.08' T= 105.04' T= 103e28' R= 833.00' R= 833.00' R= 833.00' R= 833.00' DS = 50 MPH DS = 50 MPH DS = 50 MPH DS = 50 MPH SE = RC SE = RC SE = RC SE = RC R0=40' R0=40' R0=40' R0=40' TL 10 EXIS L II o 2 PS ��/ F ABur ro �� m Sa� _ _ _ _F - - - ♦ EXISTING � _ - - - �ENCEN F �� Q�� 3��3��4�� 3 �� END GRADE ERECT TEMPORARY -LDET - Sta. 17+88.37 = � WOVEN WIRE FENCE -L- Sta. 19+94.66 �l1.79' RTI ALONG TCE � TOE PROTECTION E S T 1 0 5T S Y S RM B � 4 0o Nor oisruRe TALL cRAss EXIST CEDAR TREES � INSTALL TEMPORARY �UARDRAIL -LDET - PC Sta. l5 +l1.65 RUN TEMPORARY WOVEN WIRE FENCE TO EDGE OF CREEK � �� Z -� �� o � � � � T � o o � � � �� 1 �, �, N 0 �o �� -LDET - PRC Sta. 17+20.64 O CIRCLE BAR D RANCH. LLC DB 1302 PG 42 � �� __��,,,-,,,.,,,r,,,.�,,,,,... R 0 W 0 F C E D A R S �TALL GRASS �� WOODS� � ALL T EMPORARY W OV EN W lRE FENCIN� T 0 BE INST ALLED BY ROADW AY CONT RACT OR ALL TEMPORARY WOVEN WIRE FENCING T0 BE REMOVED BY OTHERS SEE SHEET 6 FOR -LDET - PROFILE SEE SHEET 6 FOR -DR - PROFILE SEE SHEET S S-1 T HRU S-? FOR ST RUCT URE PLANS U.�.iCf� StaiCS D'cNa� t�ii'ciit vf the IiitC� ivi FISH AND WILDLIFE SERVICE Raleigh Field Officc Past Otiice Box 33726 Raleigh, NoRh Carolina 27636-3726 Mdy 2= zai6 J��n F. SuIIcrsua; IIIi p.E. Federal Highway A t�ninis�ra�i�n 310 New Ben� Aveuue_ Sui�e 410 Kaleigh, N�rth i:�ulina 27601 Uear Mr. SuII�.W:..: Thls avCum2n� u�s�ni�s tYle U.�. Fi�h ana Wil�li� Se� �i�e'� (S�� i�e) Bi�l�gical Up�«�� based u�� —uur �e�iew o# the p��p�aea iepL�Ciiiciit ut Jiiidg� Nv. ib9 �r�i C;aS�aa� C:I�EK �„� t]S 311/NC 770 (TIP Nv. B-5343), 1v4at�Q u� Kvcki��gnmrr ��,ty, NvT�] l.!ltvl�nc� �.a �ts :.rrects �,� tne fed�ra��y e��am�g�ri.a x�an�k� ��gp;,ri.� �PGr4�.,a rexJ in accordance with S��iian 7 af the Enduag�rCCl Sp�� Act ��SA� of 1973; as am�nded (lb U.S.�. 1531-]543). Y�ur M�rch 25_ 2016 requ�st f�r f�rmal c�n�ul�au�n was r��eived vn Mar�h 30_ 2016. if y�u ha�e �y question� ��n�en�ing thi� biologi4al �pi�uon_ p�e�e ��t�t Mr. (.iary J��dan at (yly} $56-4520 (E,.t. 32). SI[I4VC41y� -� � a.� � ��) PG GllJ�lll Field 5u]��.[Y�3vr eli+vtivniv vaipy: Kimberly Smith_ USFWS_ Cil�uce��Gr. VA $cuah M�Rac, USFWS, Ra�cigh, Nl: Dav�a Ba�iey, uSA�;�., Wake F��e3t, NC J�rry Pa.��, NCDOT, ��:,:.nao�n,, iv� Matt Haney, NCDOT; Raleigh; NC Neil Medli�,_ N(;DUT, Raleigh_ NC Tra�i� W�15u�,, Nc:WRc:, c;��e3,,,�vr, NL Fe��►1�zcv�� rHWA, Ra�e�g4i, NC This �siological Opinion BO� is based on information proviaed in tne submit�e� r�ioiflgicai Ass�ssi�i�n[ (BA) pr�vid�d by [he Nanh Carolina D�p��nen� uf Tran�pana�i�n (NCDOT). Gu�ails, field inves�iga�ions and o�her svurces of informa�ion. A comple�e adminis[ra�ive record �f this �.�,�5ulta[ivn is vn �ic �[ [hls ��G. �vNSuLTATIvN HIST�RY March 23_ 2012 — The Service prvvided prujec� scoping commen�s �o NCDQT and requested a su� �ey f�� R�a�,�ke l�gp�,�h. May 2; �013 — The Service was notiiied that a Roanoke logperch was captured during a survey. May 23_ 2013 �- The Service me� wi�h NCDOT s�aff vnsi[e io discuss �he need �or a formal Secti�� 7 c�«sultati�n. February 25, 2016 �- The Service pravided comments to NCDOT on a draft BA. Mc`irl.'h 3O_ �016 "' ThG S�l Vlt:e 1GCG1VGd c`I IG�LGi f,v,u �he FedG,al H;ghway Ad�uiuis►ra�i�,n (FHWA), dated March 25, 20I6 with the attached final BA, �equesting f��mal Secti�r� 7 ��nsultati�n �n the prop�sed replacement �f R�ckingham County Bridge No. 169 over Cascade Geek. BIOLuuICAL uPI1vIuN I. DES�:RIPTI�iv uF THE PRvP�SED A�TI��v NCDOT p►�pvae� �v �Gpla�e Biidge No. 169 a« US 31 L/NC 770 �ve� C�acade C�eek in Rockingham C�unty, North Carolina. The bridge is l�cated app�ximate�y 2.5 ��i1�5 �,�rthea5t �F d�wRt�wn Eden and �ne mile s�uth �f the N�rth Car�linaNirginia border. The existing bridge is a two-span structure with an overalI length af 50 feet that consists of an asphalt overlay on a concre[e deck on s�eel I-beams suppor�ed by reinforced concre�e abu�men�s and a solid LG11lfV1C�U C�llC1Gl� 1ll�Gli�C �lel. The b,;dge will be,eplaced �„� �he exis�ing alignmen� whi�e traffic is ��,ai�atained vR c1 L��iepi�fclfy Lwv-�auc 'vnSIC� C�Glvui �7]l�uiil�i�i t� ihc si�u[h. Z'ilG IIGW br:dge will have an overall length of 7Q feet and an overall width of 33 feet. No interior piers will be placed in the water for the new bridge. The ��adway grade vf �he new s�ruc�ure will be approximaiely Lhe same as �he exis�ing s�ruc�ure. The app��a�h ��adway w�ll e�.t�,�d app,��.i��ately 415 f�et F�� thG WGSt Glld �f the �1ew b<idge and 435 feet from the east end of the new bridge. The approaches will be widened t:, i�clud� a 24-foot pa�emeni wia[h proviaing two 1 L-foo� ianes. Six-foo� snouiuers <<wo-foot pavei[ anti f�ur-fao� grass) will b� pr�vided �n each �id� {ni«e-f�o� should�r� where gu�u-dr�il is i��cluded). A�, �►,site det�,ur is pr�}��sed tu t�e su�th �f the existing alignment with an alignment of 926 feet. Th;, d;.t�..r alig�m��t will ..tiliz;, a t:.�p�rµ,y bridg,: with �� 11 14ngth �f 90 f�.�,t µ�d cl�.�r roa�[way wid�h of « feet. i ne aetour aridge will be rerrioved and [he area r�veg��al�d afi�r th� old bridge has �e,:n R.placed. The det�..� d,:sign includ�s th4 r;.m�.al �f an ��ia[ing 24-in4h p�p� connecting wetianas a� ine oeginning of �ne project. i nis pipe wiii oe realigned and replaced wi�h �w� 24-ineh reinfor�ed ��«�re�e pipe�. So,��e dr�i,��ge �«odifi�a�i�«s will be ��eded �u �ie �he pipes in �o �he exis�ing we�land. Roadside di�ches draining in�o we�lands �ha� a,� affe��d by the det�U� a,�d ��la�►,l;►1e f�ll sl�pes w;ll be ,e�}ILT4Gd �,� ki«d. Nu ,�ew ��adside d�tches will be introduced as part �f this p�,j�ct. For Lhe bridg� r��loval. th� �an�rac��r wilI auach fabri� un [he rails and plaee a ��►ain,ue,u aya�em benea�h �he bridge �o keep debris ou� of �he creek. The con�rac�or will begin by sc�aping the asphalt f,�� the dG4k, thLil 1GllJVVG Tlle fab,iu f��«� the ,a;ls, a,�d th�R �e�«�ve thG b�idge railing. The deck will then be removed by sawing the concrete in secci�ns and lifting th�� tv one af the end bents for hauling away. Once the deck is remo�ed the s[eel giraers wiii foiiaw. The e�is[ing cvncrete ver�ical abv[men[s will be cu� vff a� eleva�iun 481.4 fee►. The exis�ing �ll mate�ial bGhlild the abUt111G11t5 W1�I UC Gn1.G�Y[ZIGd a�� additi�,�al f��t a�,d w;ll be ba�k%l�ed w;th Cluss II riprap. The embankment will a�so be grotected with Class II riprap. A temp�ru.y causeway will be constructed from t�e west stream bank to remove the existing interiar pier loca�ed in �he middle of Lhe s[ream. The causeway will br; 48 f�e� lang by 30 feeL wide. The �auaeway will be in p1acG Fvr app�oxisua�ely �w� weeks a��d will bl—vck appr�,xima�ely 67% of ►he creek channel. TW� 30-i�ach pipes Wil� be placed i« the causeWay t� help 4V11VGy thG LZVG1C�ge da:ly stream tlow. The Ci[y of Eden owr�s a 16-inch Force main sewer �ha� is loca�ed between �he exis�ing bridg� aud p��paaed de�au� b�;dge. The liue ia uo� a�urr� ye� a,�d w;il �e,uai�� in place during projec� constructi�n, but wiIl be l�Wered in any areas Whe�e it c��,flicts With d�ainage c��ssi,�gs. WhG1G th� detour crosses the sewer line, steel plates may be installed in order to prevent traffic weight fram damaging the line. Piedmont Natural Gas has a four-inch gas line attached to the bri�ge and running under ihe sou[h shoulder oE NC 770. The gas line wiil be removed fr�m �h� bridg�_ ,u�ved a�Q�h app�o�i�ua�Gly 20 fee�- aud will be hu�i;c�,ually dullGd 10 fee� under �he creek. CenturyLink has an unde►ground c�pper line t� the n�rth that ame�ges ��atv p�les t� 4��s5 the ��;.�k aerially. The aerial crassing will be horizontally drilled under the creek and maved �ut tv one foat inside the proposed right-of-way line. Action Area The action area is defined as the U5 31 LINC 770 right-of-way at Rockingham Cvunty B�idg;. No. 169; beginning 415 feet west of the bridge and extending 435 feet east a� [ne nriage, pius Cascade Cr�ek f�r a dis�anc� of f,312 fe�[ (400 m��r�) dawns[r�a�� and 328 fee� (100 n�e�ers) upsueam of �he bridge. The action area consisis mainly of a main�ained/dis�urbed roadsidc VGgCCGiCIVG 4V111l1lUl11Cy� �liG US 3I 1l1rC 77O pLZVGil1G1lC alld b1lU�G 5t144t41G� [Zlld the Cascade Creek channLl. Cascade Creek arises in Virginia and �mpties int� th,: DaR Ri ��r i� N�rth CaroIina. ine ac�ion area occurs approximaieiy i.a miies ups�rearn of �ascaue Creek's confluen�e wi[h ihe Dan Rivcr. The Cas��de Creek W�[ersh�d �a,�sis�s pri,��-ily vf fvres� and agricul�vral la�,d uses. :� C:onserration Measures Cvnse�ut��r� ��,easuR.3 repR,3�Rt act;�n3, pl�dg�d �,� thL p��j��t d��r�P[ivn, that the acti�n a�ency will implement to minimiz� the effects of the rrorosed action and further the recovery of [he species under review. Such measures s�ould be elUSeIy reIa�ed �o [he ac�i�n and should be a�hievablG wi�hiu �he au�hv�i�y �i �hc ac�io„ agCu�y. Si«cC ��«�e� �a�ia►, ,�,ea�u�e� are part �f �hG proposed action, their implementa�ion is reyuired under �he terms of the consultation. The FHWA and NCDOT h�v� pR,p�3�d th� f�11�Wi�,g wn3L.r�a[��u �.,�asu.�a. The f�llawing "Design S�andards in Se[��i�ive Wa�ersh�ds" are inc�rp�ra�ed in�v NCDOT p�aje��s �ha� oc�u� wi�hi►� o� up�ueam of wa�er bodies �ha� co�fiai« federally p�o�e��ed aqua�i� species: � Erosion and sedimen�a�ion cvn�rul u►easu�es_ shuc[u�es_ and devices wi[hin a sensi�ive wate�shed shall be s� p1a,�Red, des;gn�d a,�d ��«st�u�.ted �.s t� p,uvide p�tection from the �un:,ff �f th� 25-y�� t�rn, ,�hich pr:,duces the m�imum p;.ak �at4 �f �un�fia3 caicuia�ea accoruing to praceaures in the "Erosian an� Se�imen[ Con�roi rianning ana D�sign Ma��ual" ur ��rding �o pr�cedures adop[ed by �he N�nh Car�li«� Dep��en� uf Transporta�ion. Sedimen� basins wi�hin sensi�ive wa�ersheds shall be designed and cons[ruc�ed such �hai �he basin wili have a se�►ling efficiency �f a� leas� 70 gercen� for the 40 micron (Q.04mm) 3�ii. 3�11 �]c1It1C1� �rSns�li+i[�C� lntv t�l� ba5i�, �}+ [�l� rur��ff vF Cf1C iwv-}r�.ar 3ivrrrs WtliC�l produces the maximum peak rate of runo�f as calculated accordin� to procedures in the "Er�si�n and S�dimen[ C�n�r�I Planning and D�Sign Manual" �r a�c�rding i� procednres ad�p�ed by N��th Carolina Depanmen� of Transpor�a�ion. Erosion and sedim�n�a�ion con�rol measures will include �he us� of flacculan�s in appropria�e areas to improve [he se�Lling of sedimen� p�icles and reduce �urbidi�y lG�els ;�► c��ast,uct;u« ,u,��ff. The use �f fl�4�ulaRtS w;l14��,fu�►,� t� D;v�s;��, �f Water R��.,�c�s appr:..�d pri,d.,ct �ist. N� fl�ccUlants will b;, us,�d at thL p;.�im4t4� �f th� ait�, anu erosion con[roj measures wiu be designea �o preveni tne refease of �rea[ed sail in�o �he s[re�ui. Newly �6na�ru�i�d �p�n �hannels in 5�nsi�ive wa�ersh�ds Shall be designed and CaijaiiuC�ed wi�h 5ide alup�� u� �ieep�i �ha„ �w� ho�i��,►�al w ��,e ve�<i�al iF a vege«�►vG cover is Used for stabilization unless soil conditions permi� a steeper sI�pe �r whG1G th� sl�pe3 uri, stabilized by us��,g ��han��ul d�v��3, 3t��tu.uI d�vices �r other acceptable ditch liners. In any event, the anbl� for side slo�,es shall be sufficient to restrain accelera�ed erosion. �The only channel w�rk �o be conduc�ed as par� of �his projec� pei�aiva �� c�adsi[ie di�Chc�. Di��he� affe��ed by �he de�ou� a«d ►„ai,�li�,G iilI slapes will be rplaceCl ln �CluCl.) Groun� c�Y�� sufficien< <� res�rain erosion mus� be provided f�r any po,�i�n �f a la,�d- disturbing activity in a sensitive watershed within l4 calendar days following completion �,f construction or development. Since �he projec� is luca►ed in an Environmen�ally 5ensi�i�e Area, special procedures will be used fvr clearing and grubbing, �emparary s��eam c��ssings, grading ogera�ions, and seeding and 4 ,uulch;ug. The Euvi��uue,ually Seusi[ivG Area i� defined as a 50-foo� buffer zane on bo�h sides �f th� st�eam measured from top of s�ream bank {see Figu�e 3;« BA). � Clearing and grubbing — In areas ide,�iified as El7vi�o�uuc�uully Sc�,aiiive A�cas_ �he c�ntractor may perform clea�ing vper�tiu�as, but ,��t g� ubb;«g �p��aE;��,s u,�til ��,��.d�µt;.ly pr�� t� b�g�R�ing grading :,p;.�ati�ns as described in Article 200-1 of the Sra�7dard Specr�carions. r,rosion controi aevices shall be installed itnmediately fvll�wi„g �he �le�u-i�,g opera�i�n. • Grading — On�� grading �perati�ns b�gin in Envir�nmentally �ensi�ive Hreas, work snall pi�gica� in a C�u�inu�us uiauuei Q�,�il comple�e. A�l cons�ruc�ion wi�hin �hese areas shall prgress in a continuous manner such ►ha� each phas� ;� �v�,�ple�e �,►ci �a� �,e �}�fii��[nent�jr S[All��izCd pn'vr [� tli.�Iiu�lii� vf R".t phase. - Te�,�p►;�a�y st�ea,�, ��ss;Rgs — A,�y cR,55i�,g �f streams within the limi�s af this projec� ah�ll b�r [l�.bVlTlpl��h;.d iR acc��dar,c� W ith the requirements of SubarticIe 107-L2tB� �f th� Srandard Spe..i��ario�zs. �ince ine �emporary causeway blocks more than 50%, of the chu,,,,eL �w� 30-iu�h pipe� will be in�«lled [�mp�rarily wi�h �he causeway �o help �vnvey �h� average daily s�ream flow. • SGeding and mulching — Seeding and mulching s�all be perf�ru�ed iu a��rda�,�� wi[h SeC�1vu 1b60 �f �he S�andard Speci�ca,ions, a«d Yege�a�i�e cover sufficien< <� res�rain �,�si�n shall be installed immediately following grade establish►►►ent. Se�d��,g a�ad mulching sha�l be perf�,r,T,�d �n th:. �� d�st,.rb;.d by C'u!lSCraCti�n i��,,;.diat;,ly f�ll�wing final grad� �s�ablishmen�. No appreciable time snaii iapse in�o �ne conirac[ �ime wi�hou� s�abiliza�ion of slopes- di�ches a��d o�her �-e� wi[hi« <he E«vir�n��,en�ally Sensitive Areas. • S�age seeding — The wark covered by �hi� �e�ua�, �hall �u,►�i�� af �he G�iabIi�h,ueu� uf a vegetat��e ��e� �R �ut a,�d frll sl�pes as grading progresses. Seeding and muIching sh�ll be done in stages on cut and fill sl�pes that are gn.at�� than 20 f��t �,� h��ght 111L=ISUlLd aiong the slope; or greater than 2 acres in area. Each sta�e shall nat exceed the limits ��a��d ab�ve. The f�lluwing �C1CI1t1vual ��,easu�es a,e i�,te,�ded to further reduce deleterious cons�ruction rela�ed ;.ffects t� [he waterway and aquatic fauna: � Vegetated grass swales will be used where pract�cabl�. - N� dite�t di5�.ha�ge �f deck drair�s ��er water wiZl be allowed on the permanen� sLructu�e. Th,;�;. ,�ill b� g�at�d inlets that will outfall inio roadside ditches or swales pri�r t� discharging into ine s�ream. i ne stream will be reinforced with riprap embankment pru[e�[i��y �[ �h��e di��h di��h�rge poin�s. + There will be n� fill wi�hin [he sir�am banks, al�h�ugn �here will oe some excava�ion o� ihG exi��i��g ��ad e�ubauku�G„� b�hiud �he �ld bridge a< <he beginning and end of [he p��pesed bridge. This excava�ion will go d�wn �v �h� elev�<i�« �F �h� ��a►u,al fl�odplai,� elevation. The vertical c�n��t� abutm�RL3 vf th� ��i3ti�,g b�idg� Will b� cut �ff at the floodplain bench elevation to avoid im�,acts in the stream from abutment removal. - Mu�hin4� will b� n.fu;,l�d �ut3id;, uf th� Envi�nmentally 5ensitive Area and inside a ap��ifi� ��n�ainmeni area d�signed « c�ntain any spiils ana faci�i[a�e easy cieanup. • Machines will be inspected daily to catch and re�,air leaks of hydraulic f7uid. - A storm water manage��.Rt plun Wil� b4� �rVL7Ip�CLCC� WILfI L�1C �]Crcnit CirclWingS. S II. STATuS uF Tti�: SPEc::�ES��RY'I'Y�aL HAB�TAT A. Species/criucal habiia� descripiion Th� RU�,��k� lvgpe�ch ;5 a large da<<�, w;�h an elvnga�e body up �a 165 mm in t�tal �ength (Rob�rt3 and R�s�nbLrg�� 2008�. It ha3 a bulb�us 3n�ut, �;ght t� 11 lat��al bl�tches, d�rsal a�rµwling, and an orange streak on the first dorsal �n which is especially vivid in mature males ��r[kins and Burkh�ad i994�. Th� R��,��ke lvgpe��h h�s a��,��ll g�og,�ph;L ,��,ge a«d nar�w habita� preferences, occurring primarily in medium-si�e ri�ers with silt-fre�, uR��,�bLddLd p�bbI� a,�d g�av�13ub3trAt�. It LaR b� f�,�nd �r, lµrger streams in the upper R�,an�,ke, Smith, Pi��, Bi� utter, No�toway river systems and G�os� Cr�ek in Virginia; and in ihe Dan; May�, and Smith riv�r sys�ems in Nonh Car�lina (Lahey and Angermeier 2007). I[s ups[ream range in [he Dan and Mayo rive,s i� p,e�uu�ably imped�d by d��„5 (USFWS 2016). Th,: R�µn.;k� i�gp.:n.h w� last4d ws µ f.;d4��lly eRdangered species in 1989 �U.S. Federal icegister ��:.��68-344�L�. Na cri�ical habi[a� has b��r� d�signa[�d for �he R�an�ke lagperch. e. Li#e history The Ruanoke logperch is a ben►hic inve�►ivore �hai uses a feeding �ac�ic whe�eby i� flip� pGbblc� a�,d gr�vel5 w;�h i�� S�,�u� �,�d e��s �h� ��.p�s�d inve��eb�a��s. Because of �his specialized feeding behavior, they prefer habitat with l�:,s�, unemb�dd�d, a,�d �,�SiIt�d 3ubai.a[�a �nd subs[r�s[�3 �f a 3�� thNt �...e 4asi1� flipped �R�senberger and Angermeier 20fl3, Lahey and An�ermeier 2007�. The maximum �ife span is approxima�ely 6.5 years {Burkhead 1983), and �ep,—udu�tive,ua[u�i�y �ccu�� 2-3 y�a�� (1e«ki�,5 �,�d Bu�khe�d 1994}. I« Vi�g�,�ia, spawning occurs in April or May in deep runs o��r gravel and small c�bhl�. L�gp��ch typically bu�y thL�� gg� aRd pri,v;d� R� �wba�q�ent parental care �Jenkins and Burkhead 1994�. C. Popalazi�n dynami�s Th� R�an�k� Ivgp�r�h is cvnsid�r�d anc�mmc�n [� rare, and pop�la[ions are isola�ed fium each o�her by dams and unsui�ablG habi�a� �eaches (RahG«� 2008_ R�be��a 2U12). Survey effQ,�s fU� �h� species have demons�ra�ed a low sampling efficiency (Rosenberge� 2007). This l�w cat�hability, al�ng w�th pat�hy d�st��bui��e u�d l�w abu�da�c�, make them difficult to detect �Lahey and An�crm�ier 2007�. Given these factors, abundance data on the species is extremely diifi�ul� �o obiain and may have limiied meaning {Rosenberger 2007}. Un�il recently, there were th�ught to be appr�xi►,►ateIy eig�t kn�w�, �1541GtG p�pulat;�«a �f R�u��ke logperch. The p�puiation in the upper Roanoke River is probably th;, l�rg;.st a�d ��st im�.ortant in the species- range �USFW5 20071. Although popuiations may nave once occurre� th,�agh�ut the R�a�,�ke, Da«, a,�d N�tt�way �iYe� d�aiRages, «,a«y �ea4hes a►�d ,;ver systems are n�w unsuitable due to habitat degradation �Rosenberger 2007�. Over �he pas� few years, R�anoke lagperch have be�n newiy disc�vered in �h� n��in-s[eu� Dan River aud aGvG�al uibu�aries �a �he Da�� River in R-uckingham CQvn�y, No,�h Carolina- incl►,di,�g May� RiYe,, Siiilttl RlvCi, Big BeaYe, Isla,�d C,eek, W�liIsla�,d C«ek, and Cascade C�eek. These disc�ve�ies may suggest that the geographic range is expanding, �r it 4�..fd n,;.�� that the geographic range is larber than previously thought �Roberts 2fl 12�. However, �ne smaller iribu�aries �o �he Dan River {Big Beaver Island Cr�ek, Wolf Island Creek, and C��ade Cr�ek) iu�[y u�� h�ld pciiijaucii� pup[[la�i�iia {Th�u�aa Russ_ Na�►h C��vliva Wildlife Resources Commissiun, personal communicati�n, Oct�her 6, 2015). D. Status a�d distribution Due t� its gresumed rarity, decline, and susceptibility to additional habitat loss and frabmentation; the Raanoke la�perch was listeci as endangered in 1989 �U.S. Federal negis�er 54:34468-34472}. Known and po�en[ial �hrea�s �o �he species include large dams and r�servoir�. �uiall d-aiva �iid ie�eiv�iia_ w��ei�hed uibai�i�,��i�u_ �giiGul►u�al/silvic[[l�u�al 3c►iviiies, channelizati�n, raad building, �oxic spills, riparianlwv�dy deb�is l�ss, a,�d wal�r wiihd�aw�ls tUSFWS 20Q7). The species appears �o be reproducing [hroughou[ i�s range, buL a poor undersianding uf aba,►dan�e a< <he �iu,e oi li��ing �uake� i� diff;�ul< <� de�e�n,iue wh��hG� pUpul��iuns are increasing, stable, or declining over the long term {U3FWS 2007). HIJWGVGI� the r,u�be� �f k�,uw,� p�pul�t:�,�a �nd [hL g��g�aph;cal range �r the species have increased since the speci;.s was listed in I9$9 tUSFWS 2Q07, Roberts 2012�. I� appea�� ha� u�a��ive habiia� 1�� aaao�iu�ed wi�h �he �a,�auu�iia,► af aeve�aI large impoundments in the R�anoke River Basin in the 1950s and 1960s (e.g. LeesYille, 5�,�;th M�,uniu�e, a�,d Ph�lp�tt RLs��s� caus�d the greatest vverall l�ss of Raanoke logperch habitat and red�ction in the species oribinal ran�e �USFWS 2007�. Today s isolated populations probably represen[ remnan�s of much larger popula�ions iha� once occupied a n►uch l�g�r gc�g�aphi�al �a,�gc. The �e,uai,�i�,g pupulau�as a,e s,�,all and n�, gene�ic exchange occ�rs among them. These fact�rs, alvng Wi�h the p�tential f�� l�cal catast��pi�ic e�ertts (e.g. fl��d;�ag, draught, t�xic chemical spilIsJ increase each papulation's vulnerability to extirpati�n. The mos� widespread curren< <hrea� [o Roanoke logperch is nan-p�in� saQrc� p�llu�io�� i,� �he f�uu �f fi,�G sGdimeR� fi�� bv�h a�bau a��d p-v-vr agricul�ural prac[ices (USFWS 20a7). Mic��habitats that c�►,tai,� i��sely eazbeddG� SGdi�,�e„t f�ee �f heavy 5ilt �uve� �e c,;tical for this species �Rosenberger and Angermeier 2003�. Urbanizati:,n and agricultural a�ti � iti;.s hµv� exposed many streams within the range oF tne species to neavy sii�a�ion, a process ina� fifls subs�ra�e in[�r��i�ial spac�s, �h�reby r�ducing �he �ui�abili�y af habi«� f�r lugp�rch (Lahey and Angermeier 20Q7). Th� b�st kn�wn a�d larg;.st pvpulati�R �F Rua��k� l�gp,:�.h, wh�,�h �nhµbit� th4 µpper Roanoke from ine �.iry of rcoanoKe upsiream in[o �ne ivor�n and �ou�h rorks, has been subje�[�d �a 7 consid��abli: SCri.Sa fri,� �lumi[n u3i.3 In th� bas;R (USFWS 2Q07). Th� udvers� effects to aquatic systems from increased urbanization and im�.ervious surface is well understood �Wheeler et al. ��05; R�s�r,b�rger 2007�. Al�h�ugh [h�re are n� �rend da�a available, �he con�inued urbaniza�ion �f the upper Roanuke [hrea�ens �he exi��iug pupalaiiau den�i�y aud abuudau�e i,► �hia po�uan af LhG 5PCLlGS� ic�11�C �UJi' YY J 2��7}. E. A�al,��:� �f the �pe4��/Lr�t��a1 hx�b�tat I�k41� t� b4 aff��t.:d The FHWA and NCDOT have de�ermined �hai �he p�ojec[ will adversely afiC�< <he R�a�,�kc logpe��h. N� ��i<i�al h�b;�a� ha5 been des�g��a�ed fvr the R�anoke lvgperch, sa none will be affected. The FHWA and NCDOT ha�� d�t��i,«d that th� p��j��t Will ha�� u �ff�;.t �R th� f�U{rCFlily 4�d�Rgered James spin�mussel �Pleirrobenta colCi�taj and smooth coneflower �c�Izr�tacea laevigarn�. The S�rvi�e �an�urs wi�h [he�e "na �Ff��[" bi�l�gical c�nclusions, and [hese �wu species will no� be fur�her addressed in �his BO. III. E�v vIRv�v��TAL BxSELI�E Unde, �e��iau 7(a){2) af �he A��_ wi�eu �o�,side�iug �he "effecis of �he ac�iQn" an federally lis�ed SpeC1eS, ihC SefVICC 15 feC�UlreC� iv tc`lICO IAi� Ci�A51CIe,ati��, the enYi��,«,�e,�tal ba�eli�,e. 'rilG �Rv��R�;,,�tal bus�l:�.e ��cludes pust aRd �ngoing natural fact�rs and the past and present impacts of all federaL state; or �.rivate actions and other acti�ities in the action area �S'u Cric 402.02), including federal ac[ions in Ehe area [ha[ have already undergone sec�iun 7 c�nsul[a�i�n, and �he i«►pa�� oF ��a�e u, pi�vaic at��aiia whiCh are cou�eiup�ia�ie�7ua wi�h �he c�,nsul�a�ion in prcess. i�. ►5'td` �aw vf ��li: a�aa.�=a.� WItllIil t�la: �+a.tion area The Roa�,ok� l�gpe��h wa, «o� k,►uw�, �a a��u� i,� C��ade C�eck �u�il 2QQ9. In �ha[ year, a�sh kill vccurred in Cascade Creek in Virginia appr�ximately 1S miles upstrea�,� f,�,�, th� p��je:.t 3it� that �,.t��d�d S.,uth t�w�d th� Stat� line with North Carolina. Ten thousand fzsh were killed, includin� two Roanake lob�,erch. In a fish survey conducted on Apri124; 2012 at the projec� si�e, a single Roanoke logperch was observed. A subsequen� survey conduc�ed �n July 1�. 2015 did «�[ fi,►d �hc �pc��ea. S;u�e only �h�ce apeci,ueus uf Rvau�ke l-ugpe,ch have ever been de�ec�ed in Cascade Creek, it is n�t passible t� dGtGllllillG thG �JYCI[��I $I[1CU5 Vf the Spe4;e� w;thi,� thi3 stR,a.��. H�w;,ver, it is th�caght that smaller tri�utaries to the Dan Ri�er such as Cascad;. Creek may not hold permanent populations �Thomas Russ; North Carolina w ild�ire nesources C�mmission, personal communica�ion, Oc[uber 5, 2Q15). B. Fa�t��s affe�ting thC spe�iCS Cnvironment within the action area The existing bridge, especially the bent in tne cnannei an� �ne approac� i�ii in tne floo�[plain, may currenily have som� lacali�ed eff�ci �n Raan�ke l�gper�h hsbi�a� wi�hin �he a�[iun �u-ea (e.g. affec�ing t7vw charac�eris�ics). Good quali�y habi�a� for Lhe R�anoke log�erch �ccu�5 Withi�a thG C�4tllJll [3�C�� huweve,, s�,�,e ba,►k er�,siun is �,ccw►;ng. IV. EFFECTS OF THE ACTION Under sec�ion 7{a)(2) af [h� Ac�, "�'ffec�s 6f [he ��i�n" refers �� he dir�� and indir�� Cffe�� Uf au ac�i�,� an �he species ar cri�ical habi[a[, toge�her wi�h �he effec[s of o�her ac�ivi�ies �ha� �e inte��elated �, i,�te�depG«d�nt wil�l CYIaI �tivi�. The �d��al agGl14Y i5 icsp�na;b1G fur analyzing th�3e effects. The effects of the proposed action are added t� the environm�ntal baa�Iln�, t� determine the futUre baseiine. which serves as the basis for the determination in �nis n0. Snaui� �he effec�s of �he federa� ac[ion resul� in a si�ua�i�n �ha� would j�op�di�� h� ��n�i«ued exis�en�e �f �hG �pe4;Ga_ we ,uay p,�pase �easvnable and pruden� al�erna�i�es �ha< <he federal agency can �ake t� av:,id a vi�lati�,� �f 5ecti��a 7(a)(2). The di5�u55;�„ that f�ll�ws �s �u, evaluat��►a �f th� aRt�c�p�ted direct and indirect effects of the proposed project. Indirect effects are th:,s� �aus;.d br the proposed action that occur later in time but are still reasonably certain ta occur �Su Cric 402.02). A. Faetv� 5 tv bC ��n��de, Cd Sinc� Cascade Creek may not hold a permanent population af Roanoke logperch; and given �he pauciGy �f rec�rds of �he species wi�hin �he cree�C, Roanoke logperch may or may no� b� pr�s�n� wi�hiu ihe a�.[iou aiGa while ►hG biidge ia iGpl�Ced. Al�hough ihe c�uhac�or is an�icipa�ed �o �ake up to four months to complete the entire pr�ject, the actual in-Wate� W��k CV lGllIVYG Vi1G be«t Will bL li��t�d t� app��;��,ateIy tw� weeks. This in-water work will be limited in scope and nature. Given ihe u�abili�y of �he �pe�i�s du�;ug no,u�al fl�w �a,�d;iia,�s_ �he pv�e,�Gal far exposvre �o adverse effects is low. The dura�ion and severity �f distu�bance f��,� the p��j�ct wil� lik�ly be ,«ini�al. Th� �1��,g and ��avutiun w��k �uts;de the channe2 cocald potentially expose Roanoke lo��,erch habitat to detrimental effects for a longer duration if erosion control methods wer� inadequa�e �r were compromised during a severe s�orm. However, �hese po�en[ial adv�rse effecis would be li��ii�d a�,d �e,►,p��ary_ a,�d pe�hapa i��dia�inguishable f►a« �he effec�s of a large rain even�. B. AnalJa�� for 4ff44ts of the action Benefi�ial eFfe��a: The,e�s��val af ��c G�ia�i,�g b,;dge beni i�► �he channel and �he commi�men� �o completely span the channel will haYe be,��ficial effe�ts. Give« that ��a-�ha,«a�l bent� 4a�, t,ap dL��s du«ng h�gh fl�ws and can change stream hydraulics in the immediate vicinity Uf th;. str�cture �causing scoUr and deposition�; the elimination of the in-channei bent is expec[ea �o reduce �he bridge's effecLs on s�ream fl�w pa«�rns. Als�, giv�n �ha� large d�bri� piles ��susi af�en b� �c,uuved f��tr[ i«-�ha��,�el be�«s {crea�ing addi�ivnal channel dis�urbance and downs�ream sedimentati�n), the eli�,�i,�ati��, �f tHG IC[-4ha«<,e! b�,►t w�ll thu� plG4lud� futu�e d;sturbance fr�,�,� debris removal. The lengthening �f the bridge from 50 feet t� 70 f4�.[ aRd incrasing thL hydraulic opening under the 6ridge wiii aiiow tne siream io access mare of i�s t7ooi[piain, �hus po�en[ialIy reducing d�wns�rea�� ba«k ��uring and �edi��,e«[a�i�«. Als�. �he eli,❑in��io�� of drap i,�leis Qn �he new bridge will lesscn �he poten�ial fUr wnic agen�s �v Gn��, �h� s«�a�,� aL �h� p�vjec� l��.ati�n. Direct effects: Given the mobile nature of the species, it is unlikel� that any Roanoke losrerch manali�y wvuld occur as a resul� aF �he prjec[. H�we��r, Y�abi�a[ f�r ��e sp��ie� may be direc�ly affe��ed by �he �e«,oval of �hc i,�-chan,�Gl bC«< a,�d �e,upora,y caaseway. Dis�u�bCd s�di,«e,�� could redeposi� downstream within R�anoke logperch habi�a�. H�wever, �he increased �urbidi�y Und 3u�l3tra[C di3tur�l—unCC W�u�CI �i�C�ly b� tCiuP'vic9ry a,�d hav� 3.,t1-1Lthal i.ff��I3 �,n ih� 3�]L��a,S. Upstream or downstream movements of Roanoke lo�perch co�ld be hindered temporarily by the dis�urbance Grea«d during b�n� rem�val and �h� pla�em�nt/r�maval 6f �h� iemp�rary �aus�way. Howeve,- �his di��u�ba,�ce is expec�eci �-u only occur f-ur approximately tiwo weeks. Of g��at�� n��, i3 pR,l��,g�d �R,3i��, �f th� di3tu�b�d ��a.�n and al�,�g thi. Uanks �f tt�� stream within the action area durin� the construction of the brid�e and approach road. A ma�or Starm event �ouId er�d� S�if Frvm wi�hin [h� dis�urbed ��nstru�ii�n ar�a and wash ii in�� ihe s�ream, pu[Cn�ia�ly in�erfering wi[h respira�iun, feeding, or spawning and o�herwise degrading hab;�a�. T� avvid �r m�n��,�i�e �he p��,«��1 f�� h;� �Ffec�, NCDOT h� der�l�p�d s«;«gen� �r�3lvn Lvr�ti�l rni.cl3uri:5 c1i�(� vthi:i C�nSui vativR 117�aSuiB3 �S�E "Cvr[5i:� vStIirll MCc15L1i�S�� 5uCt1'u[] of this BO� which �reatly reduce the �ikelih,�ud uf sediment entering the stream. In the unlikel� �v�[�i af �a�as�r�phi� failure �f �r�si�n ��nlral m�asur�s; [h� �Ffe�ts ar� s�ill lik�ly sui�-le�hal. Ciiven ihe mobiliiy of �he species under normal tlow condi�ions, Roanoke logperch could ��,pv�ar�ly ��l��a�e �� e�5 �f b�L�� h��3i�u�. Indirect effects: Since the pruject inv�lves repIacxng �n e,�;sting two-lane b«dg.: wxth a new �w�-lan� bridg�; i� is unlik�ly �hai th� pr�j�ci will pr�mfl« any 5��ndary d�v�l�pmen� �r land use changes. The removal of �he exis�ing ben► in �he channel will likely al�er tlow pa«erns a[ �he b,;dg� �hus f�,L;«g �he St��a«, �� h �,�ew �qu�l;b�ia,�,. Th�ugh 5�,�,e �,<i,�i,�,�l sedi,�,�,�� depositi�n may �ccur due ta a localized reduction of vel�city, the effect is likely minimal and pussibly undetectable. Qverµll, th4 pR,ject as R�,t l�kely tu have an� ►ne�urabl�, �Rd��:,ct effect 6n Raanok� l�gp�r�h. L«e«�l��ed ��,d �,«��d�pe«de«� ��«�,��: A fuui-iuCjl g�a uiiliiy iiiiC �iiCl �u uii[lcigruwi[1 ivP[]�i line will b� rel�cat�d within the project right-of-way by others. The utility lines will b� directionally bored underneath Cascade Creek and nu adverse effects a�e expected. C. Spe�ie� respu��se �u �he a�[iun With th� i«�p1L,�,"�tati��, �f the c�nse� �ati�n measu�3 pre�i�usly described, R�an�k� l�gp�rch are not likely to experience any m�,rtalit�. H�wever, RoanUke �ogperch behaviur and mav�men�s may be aii�r�d f�r appraxima«ly [wo w��ks during �h� in-wa«r w�rk, �r ��uld be al�ered a� any �ime during �he projec� cons�ruciion in [he even� of ca�as�rophic failure �f erosion c�n��l measures. The use �f s�,«e p�,�i�n �f �he ac�i�n a�ea c�uld be Le«,p��ar;ly de«ied �o R�,an�,k� 1�gp��Lh. R�a,��k� l�gp��h w�uld lik�ly b� f�R�d t� utiliz� ��. 3uitabl� habitat urstream or downstream of the pro�ect. However, anr svch disru�,tions to normal Roanoke lQgperch behavior wo�ld be shvrt-lived. !U V. �uMMULATIVE EFg��:TS Cu�uQla�ive effecis iu�lude �he GFiG�� f fu�u,G s�a�e_ «iba�_ �ocal —vr priva�e ac�ions �ha� are reasonably ce►�ain �O OCCUP 1[l LI]e aCt1�Cl c7I'Bc3 C�u51CIGiGd i,� this BO. Futu� fede�al aet►��s that � u��Llat�d tu thL p��p�3�d a�t��R are R�t considered in this section because they rqui�;, separate consvltation pursuant to section 7 of the ESA. At this time there are no icnown fu[ure l��al; s�a« �r private ac[ions, n�[ requiring federal ac[i�ns �ha[ are r�asonably �enain �� o��ar wi�hi,► �he ac[iou area. vI. �uN�LusIuN rifi�r reviewing [he �urren[ a�aius �f �he R�anoke logperch, �he environmen[al bas�Iine f�r �i�� ac�ian area, all effec�s of [he p,—uposCd p�oje��_ a�ud �he �o,�ae, �a�io,� u�easures iden�i�ed in �he BA, �L ;s �he Serv;ce's bi�logical �pinion �hat the p�p�sed replace«�e�,t �f B�idge N�. 169 �ve� Cascad� Cre�k �n US 311/NC 770 ;�, R�Lkingh��., C�uRty, as p�,,p�sed, is not likely to je�,pardize the continued existence of this species. No critical habitat for this species has been d�signa«d, ih�r�f�r� n�ne will be affecied. Th�S n��, j�op�dy �p�,��v« is based �n �he following factors: Cascade Creelc may ,��t c�rttaiR a permanent populati�n �f R�a�,�kL l�gp��h. R�u�,�k� l�gp�R.h ��y n�t be present during the p��,ject cuRst�ct�.�n. In-channel work will be minimal, thus limitinb the potential for adverse ��f�CLS. S�veral c�nserva[ion m�asur�s will gr�a�ly reduce ihe p�[en�ial for adverse effec[s. Adverse effec�s are likely sub-le�hal and shu��-ie,u� iu du�a�iur[. The p�vje�� ha�;�,�pu,�a�� lo«g- �e��,� be«�f;�;al �ff�L�s. IN�:IDENTAL TAKE �TATEMENT Sec�ion 9 of [he E5A and federal regula�ions pursua«< <a SGc�i�« 4{d} of �he ESA p��hibi� ihe �aki,�g �f �«da«ge�ed �«d �h�e��e«�d sp�c�es, respectively, without special exempti�n. Tc'1�C� 15 dCflIlCd a5 Cd iafa55, har,�,, �7Ui5'u�, tllliiti, silvi�t, Wv'ui►{�, �Cil�, tri�, a.upture, vf C�iljeCt, or attempt to ;.Rgag,; i,� a„y s�ch cundvct. Harm is further defined by the Service ta include significant habitat m�diiiea�ion or d�grada�i�n iha� r�sulis in dea�h or injury �o lis�ed species by significan�iy impairing essen�ial behavioral pat�erns such a� b�eeding_ feGdi„g o, ahel�e�i,�g. H�ss is defined �3Y ��'1C SCt vi�C c�5 iti��i7uvIlcl� uf iie�Ii�e[li aCilOI15 t�a� create the likelih��d �f inja�y t� li5t�d species to such an e,.t�Rt a3 tu 3ignifica�,tly d�s�pt ��,al behav;�r patterns which incIude, but are n�,t limited t,,, breedin�, feedin� or shelterin�. Incidental take is deiined as take that is in�id�niai i�; and n�< <he purp�s� �f_ �he c�n-rying ou[ of an o�herwis� lawfuI ac�ivi�y. Und�r �h� �erms of Sec�ion 7{b}(4) and SCciion 7(0)(2)- �aki«g �ha� ia i«cide«<a� �o and no� in�ended as p� �f �h� �ge��cy �c�i�n is no� considered �o be prohibited taking unde� the ESA pri,vid�d th�t su�h taking is iR c��,�plia�� w;th th� tL�3 a�,d c�nditions of this Incidental Take Statement. The m�asures described below are non-discre[ionary, and mus� b� ond�naken by [he FHWA �� ►ha< <hGy beco,ue biudi�,g ��udi�i�u� uf a�,y gran� �r permi� issued �o �he NCDOT, as appr�pria�e, for �he exemption in secti�n 7(�)(2) t� apply. The FHWA h�s � 4u,�t;nu�ng duty to regulate the uct�vity c�v�r;.d by this Incidental Take Statement. If the FHWA � 1� faila t� �a..�,: ��d im�,lement the terms anc� conditions ar �� fails io require [ne i�CuO i ta a�ihere �o �he [erms and �� vndi�ions of �he Incidenial Ta1ce S�aiemen< <hrough �nfor�eable �er�� a� are added �� he gran[ or peu��i[ doGwue�«_ �he p��c��ive �ave�age �,f sec[ion 7(a}(2) may lapse. To ,�,v«;�v► �h� i«,pa« �f incidental talce, the FHWA :,r the NCDOT ,�,�,�t �ep�rt a�,y dGCG4CGiU�e ;►��pacts on the species t� the Se�v�c� as Sp��fed �n the Incidental Take Statement [50 CFR g�Q2.14�I��3��. Am�uni �r Ex«ni �f Tak� An�i�ipa«d The Service an�icipa�es that incidental take �f R�a�,�ke l�gpG►�h ,�,�y u:.�ur as a result of the b�idg� .�pla��ti,ni. H�w�v;,r, wL b�l�eve that incidental take for this speci;.� �,ay b4 d�ff�4�lt t� detect for the followin� reasons: Tt�e most likely form of take would occur as narm or harassmen� dae ««mparary diswrbance and/or �empor�y habi�a� degrada�i�« resul�i��g i�, be�aviu�al u►�difica�io« -uf R�a«�ke lagpe��h. Raa��ake lagpercY� mUvernen�s, breeding, feeding �� shel�ering could be temporarity disrupted. incide�atal t�cG 1GSU1tiRg f�u«, behavi�,ral m�di%�ati�„ W��ld bL YLIy d�ff,�ult tu detect and monitor in a small, mobil� aquatic �p�rbl4S. Actual habitat de�radation may be detectable, but knowing whether a speciiic aegraaa[ion a�[ually aff��ed �he spe�i�s w�uld be difficul[ �o de�ermine. BeL�use �he� �s «� p�ac�ical way �o know Lhe number �f R�a«�ke l�gpe��h th�t ��,ay be p,�sent withi�, th� a�ti�n �a at any giv�ll Llm�, vr t� kn�w whether �r not sub-lethal incid��tal tak� has wven occurred, it is not possible to base the overall amount of incidental take on numaers of individual �Sh. Th�r�fare: �h� l�v�l �f inciden�al �ake of Roanoke logperch can be defined �s all Roanoke loggerch iha� may be haru,ed, ha�a��Cd_ o� killGd wi�hiu [he ac�ion area (�40a me�ers dUw�,s«e��« ��d 100 «,��ers upstream of �he existing bridge). If incide�atal takG 15 G1►4GGded, all w�rk sh�uld st�p, and th� S��i�� Sh�uld b� Lu,�tacted immediately. E�iec� of �he Take L, �h� �cc��,�p�,�y;«g BO, �he Service has de�ermined Lhat the level �f anti:.ipated take �s ��ut likely t� ��sult i�, jL�p�dy t� th� R�u��kL l�gp��h. The p�posed project will n�t result in th,: destructian or adverse madification of anr critical habitat. Reasondbje and Pruden� Measures The S�� i�� b�li��3 thL f�llvwi�g i�u3�nab1� und prudent measures �RPM� u� n;.c�asu.y ��d appropriate to minimize take of Roanoke lobperch. These nondiscretionary measures inciu�[e, ba� ar� n�� limited «_ [he �erms and condi�ians out�ined in �his BO. 1. Avoid affec�ing Roanoke l�gperch during spaw�,i�,g s�a5��a. 2. Adv�ra� �ff��t3 t� R�-unvke l�gperch habitat must be minimiz;.d t� th� �,µ..i�u� :.�t��.t �,racticable. 3. Repor� any de�ec[able inciden�al �ake uf R�an�ke l�gper�h. TC� „� a„d (;�nd�t��s In order to be exempt from the proi�ibi�ions or sec�ion 9 of �he r,�H, �he FHWH and NCDOT mus� comply wi�h �h� foll�wing ��nn� and ��ndi�iuus. which implemen< <he reasonable and « praden[ ,ue�sure� d�s�ribed previ�usly and �a�line requir�d reponi«g require��s. Thesc �er�n� and condi�ions are nondiscre�ionary. 1. N:, iR-,�at4� .��k may �ccur during the tim�f�am� �f March 1— dun� 15. �RPM 1� �. ivCLO i wiii ensure t�a� the contractor and on-si�e i�CliO i s�aff unuersiana and follow �he �neasur�s lis[ed in �h� "C�ns�rva�iun M�asur�s" sec�i�n �f �his BO. (RPM 2) 3. If �sh mo<<ali�y is abserved within Lhe ac�ion area during �he cons�ruc►ion of �he pr�jec�, �l1G �G[Z.0 �1Sll 1111A5t UG �dGlltlllGd t� SpGl.�G5 �V dCluiiilnc C}1G p1G5Gl1�.G Vl [Z.�SGIICG Vl R�an�k� l�gperch. If Roanoke l�gperch are identified, the NCDOT must n�tify th4 5ervice of tne take. 1RPM 3� C:UNSERVATION REC:UMMENDATIUNS Section 7�a�� L� of the ESA direcEs federal agencies ta use their authorities to further the purgoses of the ESA by canying out conservation programs for the benefit of endangered an� threatened species. Tf�� faIluwing c�nserva�i�n rec�mmenda�i�ns are discre�ionary agency ac[ivi�i�s �� ,«iui,uize or avoid adverse effe��s af a ptUpvsed ac�;un Q,� l;s�ed species u, cri�ical habi[a[, [o help i�«p1G111Gl1C IGI.VVGIy pla«s, �� t� �GYGI�p i,��mati��,. 1. Conduct or assist with periadic Roanoke logperch status surveys within its lcnown range and submi� resul[s �o �he Service. 2. Cvn�ribu�e fuudi�,g a,�dla� a�aif ►a auy fu�u�e Roa,�u�Cc logpe�ch ,eae�ch or conserva�i�u ei%rts 4��d►,cted by �thers. In order far the Service to be kept informed of actions minimizing or avoiding ad�erse effects or bene��ing lis�ed species or �heir habi�a�s, we requesi no[i�ca�ion of �he implemen�a�i�n �f any COci�ei �u�ivi� CeCpiu�uGuda�i�ua. REINITIATION7CLuSINi; STATEMENT This concludes formal consul�a�ion on �he ac[ion ou�lined in your March 25, 2016 reques� for fo��al c�nsul�a[ivn. As prvvided iii 50 CFR secii�ij 4Q2.16- ►ei�,i�ia�iQn uf f�rmal consul[a[ion ia requird whGlG di5��eti�Rary fGd�r�] 1g�uCy luVv�VG1llGllt Vl 1.1J17t1V� VYCI t�C [74t1V11 hc� UGGII �etained �or is authorized by law� and if: �1� new information re�eals effects of the agency action that may affect listed species or critical habitat in a manner or to an extent not consiaered in this opinion; (2) �he agency ac�i�n is subs�qu�n�ly madified in a manner �ha� causes an �ffec[ �� he lis�ed species or cri�ical hab;�a� ,w[ cvnsidered in [his opinion; or {3) a new species is lis�ed or c�itical hab�tat des�g�lated that ��ay be af%�ted by thG L�4LIVC[. Literature �ited Burkhead, N.M. 1983. Ecological s�udies of �wo po�en�ialIy �hrea[ened fishes (�h� orangGfin madt�,m, Norurus gilberr �►,d the R��n�ke l�gperch, Percina rex} endemic ta the R.;uR�k4 Riv4� d�ainag;.. Final R;.p�rt t� t�;, U.S. A�,y C�rp� uf E�,gin,;4ra, wilming�on, i�C. „ Je,�ki,�a_ R.E. and N.M. Bu�khead. 1994. Freshwa�er Fishes o� Virginia. American �ish�,s�s Saciety, Bethesda, MD. Lahey; A.M. and P.L. Angermeier. 2007. Range-wiae assessmen[ oi naoi[a[ sUitaoility for Roanoke logperch (Perci�ia rex). Final Can�rac� Repor� VTRC 07-CRS. Virgi�yia Tiaii�p0i�a�l�rii ReaearCh C�u[i�il_ Chat'lv[iesville_ VA. Rub�rts, J.H. a,�d A.E. R�senbLrg��. 2008. Threatened fshes of the world: Percilia rex {Jvrdun and Evermann 1$89� �Percidae�. EnvironmentaI Biology o€rish $3:�39-��. R�b��_ .T.H. 2012. A��ea��ueu� �f �hc diauibuiio�� a��d abundance Uf Roanoke Iogperch (Percrlia rex) in the Dan River basin �f Vi�gi,�ia. FinaI Rep�rt t� the Vi�g;«;a D�part��Rt �f Game a��d Inla�d Fisheries, Richmond, VA. R��enberger; A.E. and P.L. Angermeier. 20a3. �n[ogene�ic shifis in habi�ai use by �he endange�cd Roauoke lugp�,ch (Percirta rex}. F�eaY�wa�e� Bi�l�rgy 48:1563-1577. R�3�nb�,g�r, A.E. 2007. A�� Upd�t� tu th� R�an�ke Lugperch Recovery Plan. Prepared %� USFWS Vir�inia Field Of�ce, Gloucestcr, VA. USFWS. 2007. R�anuke Logperch {Perciria rex). 5-Yea� Revi�w: Suu�u►ary and E�aIua�ion. P�ep�red hy Virginia Field Office, ciloucester, VA. U5FW5. 20 i 6. Roanoke lo�perch �Percincr rex�. Retrieved on March 24; 2016 at h�i�:l/www.fws.��v/ral�i�t�/sp��ies/�s raanoke logperch.h�ml Wh�el��, A.P., P.L. Angerme�er, and A.E. Rosenberger. 2005. Impacts:,f neW highWays ar,d 511b5Lqu�n[ la,�d3�ap� U��7aul�c'1LIvr[ un Sti�.i�m hab�tat and bi�ta. Reviews in Fisheries Science 13:141-164. i4