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Home My WebLink About20170684 Ver 1_NW14 permit applicaiton Br 86 on SR 1158 Davidson_20170601Carpenter,Kristi From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Euliss, Amy Thursday, June 01, 2017 1:27 PM Lastinger, James C CIV USARMY CESAW (US) (James.C.Lastinger@usace.army.mil); Wanucha, Dave Carpenter,Kristi; Tucker, Mezak; Suggs, Phillip H; Shaver, Larry B; Harmon, Beth; Fuchs, Eileen A; Chapman, Amy; Ben Crawford (bcrawford@sepiengineering.com); Eric Black (EBlack@sepiengineering.com) Permit applications for Br nos. 86 and 471 in Davidson-17BP.9.R.62 NW14 permit applicaiton Br 471 on SR 2416 Davidson.pdf; NW14 permit applicaiton Br 86 on SR 1158 Davidson.pdf Follow up Flagged Attached are the permit applications for Br nos. 86 and 471 in Davidson County. Let me know if you have questions or need more information. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 336 747 7802 office aeuliss(a�ncdot.ctov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. ��t �,"nT�� s�' a w ha �P, 'P�.'o eh::� s� � �' � 3 ;� " ` �x , { y�, •.�,�.� ,�� ., ��.,,.��: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 26, 2017 Mr. James Lastinger US Army Corps of Engineers 3331 Heritage Trade Dr. Suite 105 Wake Forest, NC 27615 JAMES H. TROGDON, III SECRETARY SUBJECT: Nationwide Permit #14 Bridge No. 280086 on SR 1158 (Wilson Road) over UT's to South Potts Creek, Class C, Davidson County, WBS Project No.: 17BP.9.R.62 Dear Mr. Lastinger, This is a request for a Nationwide 14 pernut for the replacement of Bridge No. 280086 with a double barrel box culvert (2@ 11'x 9' RCBC) on SR 1158 (Wilson Road) over two Unnamed Tributaries (UTs) to South Potts Creek (Class C) in Davidson County. Attached are the pre- construction notification application, vicinity map, soils map, topographical map, and permit drawings with the project study area called out. Other attachments include the mitigation acceptance letter from Division of Mitigation Services (DMS), the stormwater management plan, the No Survey Required form for Historic Architecture', and the 'No Archaeological sites are present or Affected' for Archeology. The project will permanently impact 138 linear feet (64'-culvert, 74'-bank stabilization) and temporarily impact 65 linear feet (dewatering) of two UT's to South Potts Creek. The two channels converge into the main channel underneath the existing bridge. The proposed culvert carries these small channels in the low flow channels and discharges them into the larger main channel at the outlet end. Low stream flow and high stream flow will be maintained in both barrels. Low stream flow sections will have 1' sills, and the culvert will be buried 1' below the stream bed to ensure aquatic passage. High flow sections will have 2' sills and floodplain benches constructed at the inlet and outlet of the culvert. Each barrel will be backfilled with material that is excavated from the stream or floodplain and may be supplemented with rip rap if needed. The culvert site will be dewatered during construction in accordance with NCDOT's Best Management Practices. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION 9 375 SILAS CREEK PARKWAY WINSTON-SALEM, NC 27127 Telephone: (336) 747-7800 Fax: (336) 703-6693 Custamer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 375 SILAS CREEK PARKWAY WINSTON-SALEM, NC 27127 The US Fish and Wildlife Service (USFWS) lists Schweinitz's sunflower (Helianthus schweinitzii) as endangered and the Northern Long-Eared bat (Myotis septentrionalis) as threatened for Davidson County. Habitat is present in the project area for Schweinitz's Sunflower; however, October 22, 2014 and November 12, 2014 surveys revealed no presence of Schweinitz's sunflower. Consequently, it was deternuned that the proposed project will have `No Effect' on Schweinitz's Sunflower. Summer roosting habitat exists in the project area for the Northern Long-Eared bat (NLEB). Anticipated tree clearing impacts for the project are estimated to be 0.18 acres. An October 22, 2014 survey of the existing bridge revealed no presence of the NLEB. The project area falls within the range of the NLEB and there is likely tree cutting and/or percussive activities associated with the project. Consequently, it was deternuned that the project `May Affect, not likely to adversely affect' the NLEB. Thus, for the proposed action, NCDOT has committed to the conservation measures listed below: 1. No alterations of a known hibernaculum's entrance or interior environment if it impairs an essential behavioral pattern, including sheltering NLEB (January 1 through December 31); 2. No tree removal within a 0.25-mile radius of a known hibernacula (January 1 through December 31); and 3. No cutting ar destroying a known, occupied maternity roost tree, or any other trees within a 150-foot radius from the known, occupied maternity tree during the period from June 1 through and including July 31. The final determination regarding the NLEB biological conclusion will be deternuned by the USFWS in consultation with the USACE in accordance with Standard Local Operating Procedures for Endangered Species Act Compliance for the Northern Long-Eared Bat in North Carolina, December 2016. Bald Eagles are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. A field survey of the project study area was conducted on January 14, 2015. No species or nests were observed. Therefore, this species will not be impacted as a result of proj ect construction. By copy of this letter, we also request 401 review and approval from the NC Division of Water Resources (NCDWR) with one copy of the application package provided to Amy Chapman, Transportation Permitting Unit Supervisor, and Dave Wanucha, DOT Project Coordinator. Please charge the application fee of $270 to WBS Project No. 17BP.9.R.62. If you have any questions, comments or need additional information after reviewing this material please contact Amy Euliss at (336) 747-7800. Thank you for your cooperation in this matter. Sincerely, OacuSigned qy; dw�r� �SS C85385105242448... Amy Euliss Division Environmental Officer, NCDOT Division 9 Attachments: Application package and plans CC: Amy Chapman, NCDEQ-DWR, Transportation Pernutting Unit Supervisor- e-copy Dave Wanucha, NCDEQ-DWR, Environmental Specialist- e-copy Mezak Tucker, P.E. Davidson Resident Engineer —e-copy Phil Suggs, Division 9 Roadside Environmental Engineer- e-copy Beth Harmon, NCDEQ-DMS, e-copy Eileen Fuchs, NCDOT Priority Projects Unit, e-copy Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 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: Bridge No. 280086 over UTs to South Potts Creek on SR 1158 (Wilson Rd.) 2b. County: Davidson County 2c. Nearest municipality / town: 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state WgS No. 176P.9.R.62 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT Division 9 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if Pat Ivey, P.E. Division Engineer applicable): 3d. Street address: 375 Silas Creek Parkway 3e. City, state, zip: Winston-Salem, NC 27127 3f. Telephone no.: 336-747-7800 3g. Fax no.: 336-703-6693 3h. Email address: pivey@ncdot.gov Page 1 of 1 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent � Other, specify: DEO 4b. Name: Amy Euliss 4c. Business name NCDOT Division 9 (if applicable): 4d. Street address: 375 Silas Creek Parkway 4e. City, state, zip: Winston-Salem, NC 27127 4f. Telephone no.: 336-747-7802 4g. Fax no.: 336-703-6693 4h. Email address: aeuliss@ncdot.gov 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 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 35.764429 Longitude: -80.394197 1c. Property size: 0.56 acres (within project area) 2. Surface Waters 2a. Name of nearest body of water to proposed project: UTs to South Potts Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin 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: The project area consists of an undeveloped forested, agriculture land, and rural residential areas. 3b. List the total estimated acreage of all existing wetlands on the property: 0 ac 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 194 +/- 3d. Explain the purpose of the proposed project: Replacing a structurally deficient single span bridge with (2) 11' x 9' RCBC cast in place. 3e. Describe the overall project in detail, including the type of equipment to be used: Traffic will be detoured off-site and erosion and sedimentation control measures will be installed. Water will be diverted around the construction area and the old bridge will be removed. The proposed structure will be replaced on its existing alignment and a new (2) 11' x 9' RCBC's will be cast in place. The channel will then be excavated and realigned for low flow shaping and a floodplain bench with stabilization will be established on each bank. Water will be pumped around the work area during construction by installed impervious dikes upstream and downstream of the existing bridge. Pumped water between dikes will be directed in a stilling basin. Equipment to be used includes a track hoe, dump truck, paving equipment, pumps and various hand tools. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the � Yes � No ❑ Unknown Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. N/A 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. N/A 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. N/A Page 3 of 3 PCN Form — Version 1.4 January 2009 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 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) or Area of impact Permanent (P) or (if known) DWQ (401, other) (acres) Temporary (T) I - I Choose One I Choose one I Yes/No I ' I 0 I 2g. Total wetland impacts 0 2h. Comments: No wetland impacts are proposed for this project. 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 stream Impact number (PER) or width length Permanent (P) or intermitte (feet) (linear Temporary (T) nt (INT)? feet) S1 (P) Culvert UT2 to South PER Corps 55 Potts Creek S1 (P) Bank Stabilize UT2 to South PER Corps 44 Potts Creek S1 (T) Dewater UT2 to South PER Corps 44 Potts Creek S2 (P) Culvert UT 1 to South PER Corps 9 Potts Creek S2 (P) Bank Stabilize UT1 to South PER Corps 30 Potts Creek S2 (T) Dewater UT1 to South pER Corps 21 Potts Creek 3h. Total stream and tributary impacts 203 3i. Comments: Impacts consist of 138 LF permanent impacts and 65 LF of temporary impacts. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tempora T 01 - Choose One Choose 0 4f. Total open water impacts 0 4g. Comments: There are no open waters within the project boundaries. Page 4 of 4 PCN Form — Version 1.4 January 2009 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 Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 Choose One P2 Choose One 5f. Total 0 0 0 0 0 0 0 5g. Comments: N/A 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 an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a.Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer mitigation required? Zone 1 impact Zone 2 impact Permanent (P) or for Stream name (square feet) (square feet) Tem ora T im act - No 6h. Total buffer impacts 6i. Comments: Project does not occur in protected basin Page 5 of 5 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 project will remove and replace a structurally deficient bridge and replace it with a box culvert. Roadway approach work is minimized to reduce the overall project footprint. An offsite detour will be employed to avoid the need for a temporary parallel structure. The culvert slope is 1.87 %, so native bed material shall be placed between sills in the culvert to provide continuous low flow channel. Further justification is provided in the stormwater management plan. Bank stabilization will be minimized to those areas where deemed necessary. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the work area to prevent sedimentation of downstream aquatic resources. Impacts will be minimized by strict enforcement of Best Management Practices for the protection of surface waters, 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 Supervisor. 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 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: N/A Type: Choose one Quantity N/A 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity N/A Type: Choose one Quantity N/A 3c. Comments: N/A 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: 64 linear feet 4c. If using stream mitigation, stream temperature: warm 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: N/A 5. Complete if Using a Permittee Responsible Mitigation Plan Page 6 of 6 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. N/A 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 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). N/A 6h. Comments: No buffer mitigation is proposed because impacts are within the Yadkin River Basin. Page 7 of 7 E. Stormwater Management and DifFuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? 25% 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 Management Plan is attached. 2e. Who will be responsible for the review of the Stormwater Management Plan? DWR TPU 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 Pro ram 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 8 of 8 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A 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. The project is a bridge to culvert project and will not increase access to nearby properties. 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. It is not anticipated that this project will generate any wastewater as it is a roadway project. Page 9 of 9 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? 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? US Fish and Wildlife and NC Natural Heritage Program Data for Schweinitz's sunflower. Surveys were conducted on 10/22/14 and 11/12/14, no sunflowers were found. Surveys were conducted for Georgia Aster on 11/12/14. No individuals were found. Bald eagle surveys were determined not to be needed on 1/14/15. NLEB were surveyed for on 10/22/2014. No bats were found. Environmental commitments have been made to protect the NLEB. 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? The proposed project takes place in Davidson County which is not near any coastal or tidal habitat that would support EFH (i.e. salt marshes, oyster reefs, etc.). 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? See attached Historic Architecture and Landscapes "No Survey Required Form" and Archeological resources "No Survey Required" Form. 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: N/A 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps Amy Euliss OacuSigned qy; 6�1�2017 Qw�� U�,i55 Date � C8538 5 1 05242448...ItIA @Ilt's Si nature ApplicantJAgents Printed Name --��--- J J (AgenYs signature is valid only if an authorization letter from the applicant is rovided. Page 10 of 10 �~�� ri�"�* .��i�i i*�t�ti1 ,/,,+�►�� ■M►r:1�� ai �'��~,1,i�'�A1��I►fJ�� rf�� `�r,,, �'�7 Project Vicinity � w • 5- S p en cer � EastSWencer Saliek�c�ry - N Legend � Project Study Area ��aF µORTl�f �4 O 9 �P y G] T � � e � ��'�'�'o� pRaN�a�ti ENGINEEFtING & CON5TRUCTID�V Figure 1 - Project Vicinity REPLACE BRIDGE NO. 280086 OVER UTS TO SOUTH POTTS CREEK ON SR 1158 (WILSON ROAD) DAVIDSON COUNTY APRIL 2017 _ .��...��.�� 0 100 200 400 Feet `� " .'�' y^� ��' `��,� ^' .,�, `'!": � � ti � ►r' � � f( �u, q� k O ' y_,�y `�, tlI . '( � "7 4. 7M1 j ' � � l . ,. .+ .. �•� � - � �yt, �"� ; � y.� !� ,�� `�;� ,c+' �_ „w.: ��{f •,� .'R. ry�� .�. y+ 4 �1 �4�,.isiu.� `�r � 'R..� �..'� 71 � ?��'5b_ . 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C. i::��i I i`oi+�F�aea-M.crt.ss.zsi��._,�� I � s__4.coiaFiaeehisrmaG��, ��,iuro r � a' `u I r i -i F inc i I�� i i I I� I is s x�� sa� i � 4No a�✓ERnCaL Ilfil kVaulc � �� ——��' 1 L::�� , ,J- I, i I I_�. F�� 1 1 � i�i i vs,�s�w� ��-� � � i��CHnN�awx.s� �I� 674 r� 1=. k l � 1 �� I. - n� � �� ;: � i F t k–; �� k � i k i � � I r �� i , i i 1 I: 1- 1 r._ 7� k�* � r_ I. a r-,' 1 � T�, � r. � t,� � r , � � � �; j i 11 12 13 14 15 WYETLNND PERMIT VMPA�GT SUMMAVZY }JUESLAhJ� �dv1PAG75 SWRFA�E!NATER fMPACTS HBnd ExSting Exishng k�ermanenl Permaaren{ 7emp. 7emp. E�tcsaation Excavalion Mechanized Clearing permaneni Fermanenl 7emp. Temp. C�fan�el Chac�n�e1 Matural $heet S+te 3Falion Strua[ure Fill In Fill in Fill In FIII I� in in C4ear�ng in SW SW SW SW Irrpac[s fmpacts SEream No. No. (KramlT�) SizelType WetPands Wetiamds Wellands�Wetlands 4NetEarrds Wetlarvds irvW'rrt6ands 4Vellands impacts impacEs impacl's impaMs Permanent Temp. Design tacl (s4 � ��1 154 n) facl i�9 �7 �c1 (�c {aej (sa ft1 iacl (sa ��1 Ift1 Q�t4 S'nf 4 1 -l-�:1+1:�1n�1;i+:3Rf:1 7:�r11'.YSiR��f; <�7{]1^, ��T3 55' — -- - BenkSlFGili�L2i0n - - — - e0.91 ��-34�� — � 44' - — 'Pemporary Dewa��nng < O.Qt 33� 44' 2 2 � 1 d" X 9' RC 3C � �9:61 -. 45 - . ... . 9' - .. . . &ank Sf2bilozal•a� �d.0��t 157 30" Temporary �ewalering <0.�1 @8' 21' SViEETTOTAL: ^ 0.03 t163 tD.�1 413 �38' 65' EnvironmentaC Quality May 18, 2017 Ms. Amy Euliss NCDOT Division 9 Environmental Officer North Carolina Department of Transportation 375 Silas Creek Parkway Winston-Salem, North Carolina 27127 Dear Ms. Euliss: Subject: Mitigation Acceptance Letter: R01� COflPER Covernor Division 9 Project, Replace Bridge 86 on SR 1158 (Wilson Road) over Sauth Potts Creek, Davidson County; WBS Number 17BP.9.R.62 The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream tnitigation for the subject project. Based on the information supplied by you on May 1$, 2017, the impacts are located in CU 03040103 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as foliows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040103 Non- Coastal cp Cold Cool Warm Riparian �parian Marsh Zone 1 Zone 2 Irnpacts (feedacres) 0 0 64.0 0 0 0 0 0 *Some of the stream and/ar wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. This mitigation acceptance letter replaces the mitigation acceptance letter issued on April 18, 2017. This impact and associated mitigation need were under projected by the NCDOT in the 2017 impact data. DMS will commi[ to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using che 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 Harn�on at 919-707-8420. Sincerely, Jame�B. S anrll Credit nagement Supervisor cc: Mr. James Lastinger, USACE — Raleigh Regulatory Field Office Ms. Linda Fitzpatrick, NCDOT -- PDEA File: SR 2333 — Bridge 184 -- Division 9 Revised !'�'Nothing Cr�mpares �„1 State of North Carolina Environmental Quality 217 West Jones Street I 1601 Mail Service Center � Raleigh, North Carolina 27699-1607 919 7�7 8600 V i i�;lltwa} North Carolina Department of Transportation :iit]f1214V�fF'!!.� �� X , Highway Stormwater Program �'; STORMWATER MANAGEMENT PLAN — (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.62 TIP No.: SF-280086 Count ies : Davidson Pa e 1 of 2 General Project Information WBS Element: 17BP.9.R.62 TIP Number: SF-280086 Project Type: Bridge Replacement Date: 1/1/2016 NCDOT Contact: Contractor 1 Desi ner: Vau hn & Melton Consutlin En ineers Address: 1590 Mail Service Center Address: 1318-F Patton Avenue Raleigh, NC 27699-1590 Asheville NC 28806 Phone: 919-707-6711 Phone: 828 253-2796 Email: caii@ncdot.gov Email: bsridnour@vaughnmelton.com Cit /Town: Near Linwood,NC Count ies : Davidson River Basin s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 225 FT Surroundin Land Use: Rural / Light Residential Proposed Project Existin Site Pro'ect Built-U on Area ac. 0.2 ac. 0.1 ac. Typical Cross Section Description: 2- 10' Travel lanes @ 2% NC, 3' grass shoulders existing cross-sections vary within project limits. Average lane width 9'. Grass shoulders Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: n/a Year: n/a Existing: 730 Year: 2013 General Project Narrative: This is a bridge to culvert replacement project of Bridge #086 on SR 1158 over UT to Sout Potts Creek in Davidson County. The project is located in a generally local rural area (Description of Minimization of Water with single family dwellings in the vicinity. The existing one span 30'-10" precast prestressed concrete channels on end bents with PPC caps and timber bulkheads structure is to Quality Impacts) be replaced with a double barrel 11'x9' cast-in-place RCBC with top edge bevels and 1'-0" low flow and 2'-0" floodplain sills . There should be no stormwater impacts to the project area as a result of this project. During construction, best management practices shall be adhered to in order to minimize erosion and sedimentation to adjacent properties and the stream. Waterbod Information Surface Water Body 1: UT to Soulh Potts Creek NCDWR Stream Index No.: 12-111 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? No Comments: N/A NRTR Stream ID: N!A Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the Qf yes, provide justification in the General Project Narrative) General Project Narrative) g��y�+, �#r,� North Carolina Department of Transportation Sfi�CDi�11`wb�iifif'i, � � -,� Highway Stormwater Program �'- STORMWATER MANAGEMENT PLAN - (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.62 TIP No.: SF-280086 County(ies): Davidson Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summary Sheet No. 8� Station Sheet No.: 4 Station: 13+26 Number of Culverts: 2 Drainage Area (ac or sq mi): 1.06 Sq. Miles Culvert Width/Diameter (ft): 11 SurFace Water Body: 1)UT to South Potts Creek Culvert Height (ft : 9 Culvert T e: Cast-In-Place RCBC 4 Sided Culvert Length (ft 47 Avoidance and Minimization Efforts: Minimal Change to existing footprint and profile / 2:1 fill slopes used / Minimal channel improvements required to tie back to existing (Bridge to Culvert) Stream Slope Fish and/or A uatic Life Passage Existing Average Stream Slope (%): 1.29 % Existing Low Flow Channel Dimensions Main Channel: 11-14 FT Base - Low Flow Proposed Culvert Slope (%): 1.87 % in the Stream: Channel (+/-) ; 1:1 Side Slopes ; 6-8 FT Depth Culvert Burial Proposed Culvert Burial Depth (ft): 1 FT Existing 5treambed Material: Sand / Small to Medium Rocks / Small Boulders Proposed Low Flow Dimensions 5.5 FT Low Flow Channel width per barrel Through the Culvert: Proposed Sills/Baffles: Inlet Sills: 5.5'x1.0' Low Flow Sill LT and 5.5'x2.0' Floodplain Sill RT in Both Barrels. Existing Low Flow Velocities in the Center Sill: LT Barrel: 5.5'x1.0' Low Flow Sill and Stream (ft/s): 3.8 fps (2-yr) 2.75'x2.0' Floodplain Sills either side. RT Barrel: proposed Low Flow Velocities T rough 5.5'x1.0' Low Flow Sill LT and 5.5'x2.0' Floodplain Sill the Culvert (ft/s): 3.5 fps (2-yr) RT. Alternating Low Flow Sills/Baffles: Sills provided as described to the left. Outlet Sill: LT Barrel: 5.5'x2.0' Floodplain Sill LT and 5.5'x1.0' Low Flow Sill RT. RT Barrel: 5.5x1.0' Low Flow Sill LT and 5.5'x2.0' Floodplain Sill RT. Culvert/Stream Alignment Stream Patterns Upstream and Relatively straight alignment in vicinity of culvert / Some amount of riffle-pool pattern observed in profile / Banks relatively stable / no anadromous Downstream of the Culvert that Could fish Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, The are small pools at the inlet and outlet ends of the proposed culvert that will be impacted during construction. The culvert is designed to restore pools, glides, etc.): these forms to their existing state post-construction. Low Flow Floodplain Bench Required? Yes Two small channels converge into the main channel underneath the existing bridge. The proposed culvert carries these small (provide justification) channels though the culvert in the low flow channels and discharges them into the larger main channel at the outlet end. Sharp Bends at Inlet/Outlet? No The two small channels are well aligned with the proposed culvert at the inlet. The main channel is well aligned with the culvert at (describe culvert alignment with stream) the outlet. Stream Realignment Necessary? (provide Yes Minor channel improvements required - see Culvert Survey Report in Plan View justification) Bank Stabilization: Class II Riprap on bank slopes, 19' upstream and 24' downstream. Outlet Velocities Natural Stream Channel 2-yr Velocit ft/s : 3.8 Natural Stream Channel 10- r Velocit ft/s : 3.6 Proposed Culvert 2-yr Outlet Velocity ft/s : 2.5 Proposed Culvert 10-yr Outlet Velocity ft/s : 3.1 Roadwa Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: The existing and proposed roadway grades do not constrain the culvert design. Prr�jecE 7)'ucki�ig IVo. (lntelrfnl Usej 14-11-(101.O HIST4RTC ARCHITECTURE AND LAN�SCAPES N� SURVEY REQUIRED F�RM This Form only pertains to Historic Architecture and Landscapes far this project. It is not valid for Archaeological Resaurces. You must c�nsult separately with the Archaeolagy Grt�up. PROJECT INFORMATION Prvjeet 1Vo: County: D��idsOtl WBS No.: 17BP.9.R.S2 Document T e.' Fecl. Airl No: Furtding: X State Federal Federal X Yes No Permit NWP 3 or 14 Permit s : T e{s ; Proiect Descriutior�: Rep�a�e Bridge No. 86 on SR 1158 (Wilsan Road} o�er UT of South Potts (First Potts} Creek (off-site detaur, some F��1N acquisitian plannedj. SUMMARY �F HIST�RIC t�iRCHITECTURE AND LAIYDSCA.PE� HE;VlEW Descrintro�r vfreview activities, results, arrrl eonclusiarrs: HPOWeb reviewed on 1 Decemher 2�14 and yielded na NR, SL, LD, DE, nr 5S praperties in the Area of Poten�al Effects (APE). Davidson County current GIS mapping, aerial phatography, and tax information indicate� an APE of cleared residential parcels, several with resources dating ta the 1970s and later, and some woodland (viewed 1 Dccember 2014}. The APE intersects a large parcel to the NVI! of the existing ht�dge con#aining a circa-1944 (wikh later changes) hause and outbuildings; located approximately 930 feet and more from the bridge, with intervening uvoodland, the resources stand well beyQnd likely projeck impact, Constructed in 19Gfi, 8ridge hto. 85 is not efigible for the National Register as it is not representative af any distinctive engineering or aesthetic type. Google Maps "Street View" confrmed the absence of critical historic struckures and landscapes in the APE (viewecl 1 December 2014). No architectural survey is required for the proje�tas currenfily defined. Wl�v the crvailable informtrtron nrovides a reliable basis fo�r reasonablv nredfctin,� thrrt tliere are no unidenti�ed si�nifcant l:istoric rrrcliitecturrrl ar Irrn�lscane resources in the pro,�ect area: APE extends 300 feet �Frc�m either end of the existing bridge (N-S} and lOd feet to either side af the SR 1158 (Wilson Rvad) centerline [E-W} to encompas$ propased eons�ruction activities. The comprehen�ive county architectural survey (1981) and laker investigations recorded no properties in the APE (Paul B. iouart, Euildrng [he Backcountry.• The Architectural History ofDavia'san Courrly, Narth Carofina {[Lexingtan, NC]: The Davidson County Mistorical Assaciation, i�s�}}. County GIS/tax materials ar�d other visuals clearly illustrate the abs�nce of significant architeckural resources. No Natianal Register-listed properties are located within the APE. Shauld the design nf the project change, please notify NCDOT Historic Architecture as additional review may be necessarv. SUPP4RT DCICUMENTATIUN X Pvlap(s} ❑Preaious Survey Info. ❑Photvs ❑Correspondence FINDING BY NCD�T ARCHITECTURAL HISTORIAN �re a�I.�nr�scapes -- N� SURVEY REQUIR.ED _ NCD(]T Architectural Historian Date ❑Design Plans HislorJc Ri•clrr�eclrux aad Lrru�fscape.s' NO SilRVli Y RIi(](ARf:'IJ,�ortti jur M1t�or '!'rrirr.r�ariuNnii 1'rn1ict.c �rs Orraf+fred rir !hc ?fNl7 prr�inrrlri�nnc Agrrrmenr. fk D � C J Vd:a44+=� t�c4 ��' ��'� t.r� k 1ti`''�'l� C3 w 'k C� �J r .p.'� !tL IYr�raP,,f £ ��4 �, ff. E� YaFyC ��l{�r! rl.t� � "g V `�"'S�<=.r , P �'�v� E' �� rA re � � f�, L�,�,n�+��„ r,i .f',�y Fi;ry Lln fir jf � �� i�- ,�yt1 �Dt C'l,py S� � ,5c$ I�d�llee Rcl n � +� � a � 1� � a +"t � ��' 4 ��4 � � `' �r �1AVl�S�N :� y. �,:��E��`� � ��,�„ ��' _- L+�x�ngton � �[r �"' � t �pµ �� i. Ac�ll� i, �r ti (k P7all�ri<�Iwnrn�� , � a � 4� ��^ � ��\ �� `:o B � � � `y u � C„ � � :� U � c7 { (i ��8 � � � ��fi�r'�eCliwch Vid� t�r�� — �a �ri�dg� N�. �� vn S� 11�8 �(�Il�ls�n R�� ve� U�" �f Sc��uth �ot�s Cr��k WBS Na. �76P�.R.�� aaWid��n Cc�un�k�+ ��s� nn�p: I�P�IW�eb, nts hfCD�7T — His#oric Archi�eet�ure D�ceQnber �(J14 Tracking No. 14-11-��105 14-11-0010 oa�� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� - �r� }��.�`- ��: : _: � tin . q� o-��i; valid for Histaric Architecture and Landscapes. You must consult separately with the �� '�a �;� ¢ e' Historic Architecture and Landscapes Group. a. �:� PROJECT INFORMATION Project No: WBS No: 17BP.9.R.62 F.A. No: Federal Permit Required? County: Document: Funding: � Yes ❑ No Davidson LIBR Data Sheet (PCE) Or Minimum Criteria Checklist � State ❑ Federal Permit Type: NWP 3/ NWP 14 Project Description: Replace Bridge 86 on SR 1158 (Wilson Rd.) over tributary of South Potts Creek. Replace structure at existing location with an off-site detour. Area of Potential Effects (A.P.E.) is 23 meters (75 ft.) from centerline on each side of the road for 92 meters (300 ft.) in each direction from the bridge. No design plans provided. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The review included an examination of topographic map, an aerial photograph, the Davidson County soil survey, and listings of previously recorded sites, previous archaeological surveys, and previous environmental reviews at the Office of State Archaeology (O.S.A.). The topographic map (Churchland, N.C.) shows the bridge is located in a narrow stream valley. (The bridge is oriented approximately north-south.) The landforms in the northwest and northeast quadrants are a narrow floodplain next to the bridge and a moderate- to steeply-sloped ridge to the north. The ridge slope is cut by several drainage ways. The landforms in the southwest and southeast quadrants are a slightly wider floodplain, and then a steep slope up to the south. The floodplain in the southwest quadrant was cleared (in 1987). A drainage way runs along the west side of the road in this quadrant. The aerial photograph shows the northwest and northeast quadrants are wooded. The southeast quadrant is also wooded except for a narrow strip of cleared land along the south side of the stream. The southwest quadrant is a cleared residential yard. There are two driveways in this quadrant. The Davidson County soil survey shows that the soils in the A.P.E. are Chewacla loam next to the stream, Cecil sandy loam on the north side, and Pacolet sandy loam on the south side. Chewacla loam, frequently flooded, is a somewhat poorly-drained soil located on first bottoms of streams. Pacolet sandy loam (15- 25% slopes) is a well-drained soil located on side slopes. Cecil sandy loam (2-8% slopes) is a well- drained soil located on ridges. Cecil sandy loam (8-15% slopes) is a well-drained soil found on side slopes. These soils indicate that, other than the area next to the stream, the landforms in the A.P.E. have a moderate potential for archaeological sites. A review of information at the O.S.A. shows no previously recorded archaeological sites within or adjacent to the A.P.E. The A.P.E. has not been previously surveyed for archaeological sites. A fiber optic telecommunication cable project (ER 10-0500) project within the right of way of SR 1158 was reviewed by the State Historic Preservation Office (HPO) in March 2010. No survey was recommended. "No ARCHAEOLOGYSURVEYREQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 1 of 6 Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: There are no previously recorded sites within the A.P.E. The bridge will be replaced in-place with an off- site detour, so there should be minimal impacts on land outside of the existing right of way. The landforms within the A.P.E. have a low to moderate potential for archaeological sites. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO AR CHAEOLOGY SUR VEY REQ UIRED Caleb Smith NCDOT ARCHAEOLOGIST II ❑ Photos ❑Correspondence Other: aerial photograph 12/11/2014 Date "No ARCHAEOLOGYSURVEYREQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 6 � _�,i� �i„ i p_ � � • .. �� . 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