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HomeMy WebLinkAbout20130064 Ver 1_Application_20130123R y� s STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PATRICK L. McCRORY GOVERNOR January 17, 2013 Ms. Amy Euliss NC DENR Division of Water Quality 585 Waughtown Street Winston - Salem, NC 27107 Mr. Andrew Williams US Army Corps of Engineers 6508 Falls of the Neuse Suite 120 Raleigh, NC 27615 -6814 (Two Copies) Subject: Fisher Hill Rd (SR 1700), Bridge # 185, Rockingham County, Project Number- #17BP.7.R.55 To Whom It May Concern: ANTHONY J. TATA SECRETARY o fit, The North Carolina Department of Transportation ( NCDOT) proposes to replace a structurally deficient bridge with two lines of 14'W X 10'H X 611 culverts on Fisher Fill Rd (SR 1700) in Rockingham County. The project is located in the north quadrant of Rockingham County north of NC 87. Replacement is necessary in order to reduce future maintenance needs and increase traffic safety. This activity will result in permanent impacts to Martin Creek. NCDOT is committed to an offsite detour, Method II clearing and design standards for sensitive watersheds for this project. Also, a two foot sill will be placed in the south barrel to help maintain low flow in the other barrel. The NCDOT anticipates that the activity will be authorized under Nationwide Permit (NWP) 14. This application is intended as a request for written authorization from the US Army Corps of Engineers for the Nationwide 14. This package is also being forwarded to the NC Division of Water Quality for authorization as prescribed under General Water Quality Certification #3820. No road widening or additional travel lanes are proposed. The following information is being provided to satisfy conditions of the Nationwide Permit and General Water Quality Certification. N D NR - WATEp ptl etlar�ds s c►, . .. _ . A'Lt1Y P.O. Box 14996 Greensboro, NC 27415 -4996 Telephone No. (336) 334 -3192 Fax No. (336) 334 -3637 PROJECT INFORMATION Road Name Stream Project Length (miles) Classification Fisher Hill Road Martin Creek N/A Subdivision River Basin: DWQ ID Deter Q on % Impervious Surface Roanoke 22 -40 -2 WS -N N/A Buffer Rules'* Buffer Rule Conditions (where applicable) No N/A Protected Species Presentb Mapped Historic Pro erties CAMA AEC Essential Fishery Habitat No No No No ' Separate documentation attached as needed: b See the attached Endangered Species Review Sheet for further information: ° When Applicable - See the attached Historic Review Letter for further information BRIDGE REPLACEMENT Site Station N/A Stream Type Perennial Existing Stream 5-10 feet Proposed 5 -10 feet Width Stream Width Construction Replace existing bridge with double barrel Dewatering Pump around Method RCBC with each barrel at 14'W X 10'H X Device* 611 A two foot sill will be placed in the south barrel to maintain low flow in the other barrel. Burial Depth One foot or 20% of diameter of culverts E/C Plan N/A Date Construction As soon as practicable Duration Two weeks Date Impacts ft. Approximately 61 linear feet of permanent stream impacts and 20 linear feet of temporary impacts Special Conditions Restoration Plan Within 15 working days of the project completion any disturbed area adjacent to the stream will be restored and seeded. RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C = Erosion control. *A less intrusive dewatering device may be used in lieu of the one proposed. MINIMIZATION INFORMATION Impacts will be minimized by strict enforcement of Best Management Practices for the protection of surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters of the US, and coordination (including a pre - construction meeting) with the Division Environmental Officer. MITIGATION INFORMATION Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not occur in a unique natural wetland. APPLICATION INFORMATION Enclosed please find the Pre - construction Notification Form and supporting documentation for the above referenced project. If you have any questions or need any additional information, please contact Jerry Parker at (336) 256 -2063. Your time and effort are appreciated. Sincerely, J.M. Mills, P.E. vision Engineer, Division 7 Enclosures CC: Patty Eason, NCDOT Barry Harrington, NCDOT Tim Powers, NCDOT NC DENR DWQ Wetlands/401 unit (Three copies) O�0� W fR A r Q Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre- Construction Notification CN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit ❑Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. 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 because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes N No For the record only for Corps Permit: ❑ Yes N No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes N No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes N No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes N No 2. Project Information 2a. Name of project: Fisher Hill Road (SR 1700) 2b. County: Rockingham 2c. Nearest municipality / town: Eden, NC 2d. Subdivision name: NIA 2e. NCDOT only, T.I.P. or state project no: WBS # 176P.7. R.55 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ® Agent ❑ Other, specify: 4b. Name: J. M. Mills 4c. Business name (if applicable): Division Engineer NCDOT Division Seven 4d. Street address: P.O. Box 14996 4e. City, state, zip: Greensboro, NC 27415 4f. Telephone no.: 336 334 -3297 4g. Fax no.: 4h. Email address: 5. AgentlConsultant Information (if applicable) 5a. Name: Jerry Parker 5b. Business name (if applicable): Division Environmental Supervisor 5c. Street address: P.O. Box 14996 5d. City, state, zip: Greensboro, NC 27415 5e. Telephone no.: 336 256 -2063 5f. Fax no.: 5g. Email address: Page 2 of 12 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A Latitude: 36.54098881 N Longitude: - 1 b. Site coordinates (in decimal degrees): 79.77558350 W (DD.DDDDDD) (- DD.DDDDDD) 1 c. Property size: N/A acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Martin Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-IV Roanoke 22 -40 -2 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: Rural Forest Area 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 61 feet 3d. Explain the purpose of the proposed project: Replace structurally deficient bridge with culverts to reduce maintenance and increase traffic safety. 3e. Describe the overall project in detail, including the type of equipment to be used: The bridge will be removed utilizing Best Mgt Practices and the site will be de- watered utilizing a pump around with silt bags. Culverts will be installed at one foot depth. A concrete seal, two feet high, will be placed in the high flow pipe. The low flow pipe will be aligned with thalwag of the existing stream. Conservation measures will include an offsite detour, method II clearing and design standards for sensitive watersheds. Equipment utilized will include backhoe and /or trackhoe. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / f-1 Yes ®No ❑Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type El Preliminary El Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Page 3 of 12 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 4 of 12 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction Page 5 of 12 PCN Form — Version 1.3 December 10, 2008 Version 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) 60 ft S1 ®P ®T Replacement of bridge with two Martin Creek ® PER ❑ INT ® Corps ® DWQ 5-10 ft permenent impacts lines of pipes 20 ft temp impacts S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 84 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 60 ft permenent 3h. Total stream and tributary impacts impacts 20 ft temp impacts 3i. Comments: Replacing the bridge with a bridge would be very difficult and impractical due to the steep banks and the sharp curve adjacent to the stream banks. A bottomless culvert is not recommended because of the uneven bedrock found beneath the bridge. Replacement of the bridge with culverts has been recommended by the Hydraulics Section of NCDOT. Page 6 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary 01 ❑P ❑T 02 ❑ PEI T 03 ❑P ❑T 04 ❑P ❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5E Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse El Tar-Pamlico El Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact required? B1 ❑P ❑T El Yes ❑ No B2 ❑P ❑T El Yes ❑ No B3 ❑P ❑T F-1 Yes ❑ No 61L Total buffer impacts 6i. Comments: Page 7 of 12 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts will be minimized by utilization of Best Management Practices and by performing work in the dry. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices will be utilized during construction. Pre - construction meeting with Environmental Superevisor will take place prior to commencing construction 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 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: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Pemtittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 8 of 12 PCN Form — Version 1.3 December 10, 2008 Version 6.' Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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 9 of 12 PCN Form — Version 1.3 December'10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ 0 N Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? NIA % 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: Stormwater will be managed according to plans submitted and approved by the Roadside Environmental Unit of NCDOT ❑ 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? NIA ❑ Phase II 3b. Which of the following locally- implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ 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 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 10 of 12 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ❑ No use of public (federallstate) 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 ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetiand 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 `fires" 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. NA Page 11 of 12 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No 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? Survey was conducted by Professional Engineering Firm and a letter of concurrence was received from US Fish and Wildlife (see attached). 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? N/A 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? Cultural Resource Review was conducted by Human Environment Unit of NCDOT which is sanctioned by State Historic Preservation Office. 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? NC Floodplain Mapping Information System J.M. Mills �� Applicant/Agent's Printed Name Date Ap cant/Agent's Signature (Agent's signature is ) id only if an authorization letter from the applicant is provided Page 12 of 12 PCN Form — Version 1.3 December 10, 2008 Version H E N R Y / Co. KIN STDN — — "— ,MICHELE LN -- o F D cti sH� i DR. CREST_ RE A o EMPIRE I LID LN ERY DR, PV R. 87 o � X ! pE y OR 0� KPMURRAY DR �'D R NOVq EE �S RD. RD GR EN R F R Z t^ MIL' E N RD 0 CT COTTAGE 14 3 ° o 87' Su —. o � m � 4. CAp RD• '� � \ P ,4 iz T- 13 RD - �P _j Q W REU@ V DE (r SRFO� aE E 2F .- kp� RE o N y 9�y �• o pERSO ST q _._ ... CALEB L N y0 OR RA EWO D I 'ST. S F LN. 6� eSr4MgS y o f C R P• w 3PP ��f RO FS HUB RD ¢ _j HE PSS C,I, R �1 o T '< °w OR, z o x ILI) TENTH ST m tOOL /DC -o HOB- �S� z rn - �4, SS R "'� �•jo'. ON �s ° ° Iz Rp QP sHAM S > ¢ 1QE S� � lr` KENDALLQ 5T v - � BUCK RD. p. 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MEA OWDOD I. 0G OOD P RD. 0 - I pp. Pp ` LF MIT HILL R ACRES R7, O-P- ' - �¢ o5 �~ • _ ¢ m - w !•-- A r 'Ib NDY RD T d`3 SZ Fisher Hill Rd (Bridge # 185) Downstream view from bridge Fisher Hill Rd - Upstream view of bridge from downstream side Fisher Hill Rd (Bridge # 185) Upstream view from bridge Fisher Hill Rd- Downstream view of bridge from upstream side Q f-: A j"k h I - ­ 1'. , " �1111 i -'_, I 07 P n-,p r ILI, WIN" Who 7,� )\j A x ­0 - . JJ Q 1 V '.f" 1 3 JA A vn 05 I C z Q 101 - r HrRd (SR, WM( �,4 one —toy Q t W J. �v, j � of IS < YIW, MAN "or V. ;; V J" 6,0\ w w ; - sly any W70T o? v-1. aN t ID /* IWO IN •t lj�z ""!q'i V Wo 714 N •7 - 7`1111' 71- ,V Q N­ At- J vIT 1.�F yzq Q! Alf ) 41, T, 0 rid, P z!5, 05 emu &M 1- 4 , zoo Q Name: NORTHWEST EDEN Location: 0361 31'43.6" N 079- 46'31.8" W DAY MGM Caption: Fisher Hill Rd SR 1700 Scale: 1 inch equals 2000 feet Bridge #185 Copyright (C) 1997, Maptech, Inc. United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636 -3726 December 27, 2012 Jerry Parker North Carolina Department of Transportation P.O. Box 14996 Greensboro, NC 27415 -4996 Dear Mr. Parker: This letter is in response to your letter of December 18, 2012 which provided the U.S. Fish and Wildlife Service (Service) with the biological conclusion of the North Carolina Department of Transportation ( NCDOT) that the replacement of Bridge No. 185 on Fisher Hill Road over Martin Creek in Rockingham County may affect, but is not likely to adversely affect the federally endangered Roanoke logperch (Percina rex). Also, NCDOT has determined that the project will have no effect on the federally endangered James spinymussel (Pleurobema collina). These comments are provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531- 1543). The NCDOT proposes to replace Bridge No. 185 with two 14'x10' reinforced concrete box culverts, with one culvert containing a sill to maintain low flow in the other culvert. If possible, the low flow culvert will be buried one foot. According to information provided, fish and mussel surveys were conducted at the project site on June 29, 2012. The surveys extended 100 meters upstream and 400 meters downstream of the existing bridge crossing. Neither of the federally listed species was observed, and no mussels of any species were observed. Neither of the species has ever been documented from Martin Creek. However, the Roanoke logperch is known from the Smith River, which Martin Creek flows into approximately 0.4 miles downstream of the project area. NCDOT has committed to the following conservation measures: 1. Offsite detour 2. Method II Clearing with clearing and grubbing to slope stake line and clear only five feet beyond for erosion control measures 3. Implementation of erosion and sedimentation control measures, as specified by "Design Standards in Sensitive Watersheds" (15A NCAC 04B.0124) Based on the survey results and the commitment to the conservation measures listed above, the Service concurs with your conclusion that the proposed project may affect, but is not likely to adversely affect the Roanoke logperch. We also concur that the project will have no effect on the James spinymussel. We believe that the requirements of Section 7(a)(2) of the ESA have been satisfied for these species. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered in this review; (2) this action is subsequently modified in a manner that was not considered in this review; or (3) a new species is listed or critical habitat determined that may be affected by this identified action. The Service appreciates the opportunity to review this project. If you have any questions regarding our response, please contact Mr. Gary Jordan at (919) 856 -4520 (Ext. 32). 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