Loading...
HomeMy WebLinkAbout20171204 Ver 1_401 Application_20170917A=COM September 20, 2017 Ms. Rachel Capito Regulatory Specialist U.S. Army Corps of Engineers Wilmington District (SAW) 69 Darlington Avenue Wilmington, NC 28403 AECOM 919 854 6200 tel 701 Corporate Center Drive 919 854 6259 fax Suite 475 Raleigh, North Carolina 27607 www.aecom.com Re: PNG Line 434 Robeson, Scotland, and Richmond Counties, North Carolina USACE ID: SAW -2016-02207 Dear Ms. Capito: AECOM, on behalf of Piedmont Natural Gas (PNG) is submitting a Pre -construction Notification (PCN) application for the PNG Line 434 Looping and Extension project for your review and approval. The project is located in Robeson, Scotland, and Richmond counties, North Carolina. In accordance with Section 404 of the Clean Water Act (33 USC 1344), we are requesting authorization for a Department of the Army Nationwide Permit #12 to disturb Waters of the United States (WOUS) for the installation of a 30 -inch natural gas pipeline. The project would temporarily impact 43.87 acres of wetlands, 2,691 linear feet of streams, and 0.15 acre of open water during construction activities. The project would convert 27.76 acres of forested wetlands to an emergent wetland condition to accommodate the permanently cleared pipeline easement. No permanent fill within wetlands or streams is proposed. Please find enclosed a supporting documentation package that includes a detailed project description and WOUS impact plans. An electronic copy of the PCN package is included on the enclosed CD. We would appreciate you issuing approval of the NWP #12 for the subject property at your earliest convenience. If you would like to arrange a site visit or if you should have any questions regarding the information submitted, please contact me at (919) 461-1435 or by email at charles.benton(cbaecom.com. Sincerely, AECOM — North Carolina I � 1 A Ur Charles E. Benton, PWS Senior Environmental Scientist Enclosures cc: Mr. Jason Brown, PNG Ms. Alicia DePalma, PNG Jennifer Burdette, NC DEQ-DWR Page intentionally blank Inserted for double sided printing r611Piedmont Natural Gas January 12, 2017 RE: Authorization for AECOM to act as Agent on behalf of Owner To whom it may concern: This letter is to confirm that AECOM, 701 Corporate Center Drive, STE 475 Park Drive, Raleigh, North Carolina, 27607, is acting as agent on behalf of Piedmont Natural Gas for the Line 434 Project located in Robeson, Scotland and Richland counties, North Carolina. This authorization is for the delineation of jurisdictional water resources, and processing of subsequent permit applications, including: • U.S. Corps of Engineers (USACE) Section 404 Clean Water Act- Nationwide Permit 12; and • N.C. Department of the Environmental Quality - Division of Water Resources (NCDEQ-DWR) Section 401 Clean Water Act- Water Quality Certification Any required written correspondence concerning the application process or other aspects of this project should be jointly copied to AECOM and Piedmont Natural Gas at the address shown below: Name: Jason A. Brown, PMP Title: Engineering Project Manager Organization: Piedmont Natural Gas Address: 4720 Piedmont Row Drive, Charlotte, NC 28210 Please contact Charles Benton of AECOM with any questions at (919) 854-6250. Sincerely Jason A. Brown P.O. Box 33068 • Charlotte, North Carolina 28233 piedmontng.com Page intentionally blank Inserted for double sided printing O�0� W ATF9OG 1 1 �_ � . O Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN 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: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 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 NX No For the record only for Corps Permit: ❑ Yes NX 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. NX Yes N No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes NX No 2. Project Information 2a. Name of project: PNG Line 434 30 -inch Natural Gas Pipeline 2b. County: Robeson, Scotland, and Richmond Counties 2c. Nearest municipality / town: Laurinburg, NC 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: See Section A.1 and Appendix A in attached Supporting Documentation 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 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑X Other, specify: 4b. Name: Jason A. Brown, PMP 4c. Business name (if applicable): Piedmont Natural Gas 4d. Street address: 4720 Piedmont Row Drive 4e. City, state, zip: Charlotte, NC 28210 4f. Telephone no.: 704-731-4681 4g. Fax no.: 4h. Email address: Jason. Brown@piedmontng.com 5. Agent/Consultant Information (if applicable) 5a. Name: Charles Benton 5b. Business name (if applicable): AECOM 5c. Street address: 701 Corporate Center Dr. STE 475 5d. City, state, zip: Raleigh, NC, 27607 5e. Telephone no.: 919-854-6250 5f. Fax no.: 5g. Email address: charles.benton@aecom.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): See Appendix A in attached Supporting Documentation 1 b. Site coordinates (in decimal degrees): Latitude: 34.795747 Longitude: -79.459503 1 c. Property size: 1,313 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: See B.2: Table 1 in attached Supporting Documentation 2b. Water Quality Classification of nearest receiving water: See B.2: Table 1 in attached Supporting Documentation 2c. River basin: Lower Pee Dee - 03040201; 03040203; and 03040204 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: See Section B.3 - Project Description in attached Supporting Documentation 3b. List the total estimated acreage of all existing wetlands on the property: 253 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 6,623 3d. Explain the purpose of the proposed project: See Section B.3 - Project Description in attached Supporting Documentation 3e. Describe the overall project in detail, including the type of equipment to be used: See Section B.3 - Project Description in attached Supporting Documentation 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑X Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: AECOM Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. July 21, 2017 (SAW -2016-02207). See Section BA - Jurisdictional Determinations in attached Supporting Documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Page 3 of 10 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): ❑X Wetlands ❑X Streams —tributaries ❑ Buffers ❑X 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. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 Choose one Choose one Yes/No Corps W2 Choose one Choose one Yes/No W3 Choose one Choose one Yes/No W4 Choose one Choose one Yes/No W5 Choose one Choose one Yes/No W6 Choose one Choose one Yes/No 2g. Total Wetland Impacts: 71.63 2h. Comments: See Table 2, Wetland Impacts, in Section C.2 - in attached Supporting Documentation. 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 Choose one S2 Choose one S3 Choose one S4 Choose one S5 Choose one S6 Choose one 3h. Total stream and tributary impacts 2,691.1 3i. Comments: See Table 3, Stream Impacts, in Section C.3 - in attached Supporting Documentation. Page 4 of 10 PCN Form — Version 1.4 January 2009 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 indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Tem orar T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 T Map ID - PE1 Excavation Pond 0.11 O2 T Map ID - PE3 Excavation Pond 0.04 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 0.15 4g. Comments: See Sheet 65 in the attached WOUS Plans. Both of these ponds are linear excavated features. 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitiqlation, then vou MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number- Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet 61 Yes/No 132 Yes/No B3 Yes/No B4 Yes/No B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 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. See Section D.1 - Avoidance and Minimization in attached Supporting Documentation. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See Section D.1 - Avoidance and Minimization in attached Supporting Documentation. 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? ❑X Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑X DWQ ❑X Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑X 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: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached.X❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 20.09 acres 4f. Non -riparian wetland mitigation requested: 7.67 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: See Table 4 in Section D.2 - Wetland Compensatory Mitigation in the attached Supporting Documentation. 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. Page 6 of 10 PCN Form — Version 1.4 January 2009 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 ❑X 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 7 of 10 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 ❑X 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. The project is not located in one of the watersheds where the NC Riparian Buffer Protection Rules are in ❑ Yes ❑ No place. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The proposed project involves a natural gas pipeline installation and will not increase the area of impervious land surface. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been El 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 ❑ Yes ❑ No attached? 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 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ❑X 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 El 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 Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? ❑Yes ❑X 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 ❑X 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 proposed project involves a natural gas pipeline installation, and will not increase the area of impervious land surface. No additional development will occur as a result of the project. 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. N/A Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑X Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑X Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? North Carolina Natural Heritage Program Element Occurrences and field surveys. See Section F.5 - Endangered Species and Designated Critical Habitat in attached Supporting Documentation for a full discussion of Endangered Species issues associated with this project. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Essential Fish Habitat Mapper 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 ❑X 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? The North Carolina State Historic Preservation Office GIS Web Service and field surveys. See Section F.7 - Historic or Prehistoric Cultural Resources in attached Supporting Documentation for a full discussion. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: According to the Federal Emergency Management Agency (FEMA) Flood Maps Service Center, several 100 -year floodplains occur within the project area. No above ground structures are proposed within the floodplain areas. No impacts to floodplains are anticipated. All floodplain areas excavated for the installation of the pipeline will be restored to their existing condition. See Figure 5 in Appendix B in attached Supporting Documentation. 8c. What source(s) did you use to make the floodplain determination? FEMA Flood Map Service Center Charles Benton - AECOM 09-14-2017 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided. Page 10 of 10 PNG Line 434 30 -inch Natural Gas Pipeline r6,11 Piedmont Natural Gas September 2017 Page intentionally blank Inserted for double sided printing 0111 Piedmont Natural Gas Supporting Documentation for PCN Application Table of Contents A. Applicant Information..................................................................................................................................1 A.1 Owner Information.....................................................................................................................................1 B. Project Information and General Project History..........................................................................................1 B.1 Property Identification................................................................................................................................1 B.2 Nearest Body of Water and Water Quality Classification..........................................................................1 B.3 Project Description......................................................................................................................................2 B.4 Jurisdictional Determinations.....................................................................................................................3 C. Proposed Impacts Inventory.........................................................................................................................3 C.1 Impacts Summary............................................................................................................................................3 C.1.1 Temporary Impacts................................................................................................................................3 C.1.2 Permanent Impacts................................................................................................................................3 C.2 Wetland Impacts.............................................................................................................................................3 C.3 Stream Impacts...............................................................................................................................................9 D. Impact Justification and Mitigation............................................................................................................10 D.1 Avoidance and Minimization....................................................................................................................10 D.2 Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State...............................10 F. Supplementary Information.......................................................................................................................11 F.S Endangered Species and Designated Critical Habitat...................................................................................11 F.5.1 Wild and Scenic Rivers.........................................................................................................................12 F.7 Historic or Prehistoric Cultural Resources......................................................................................................12 List of Tables Table 1. Water Quality Classification of Named Streams within the Project Vicinity..............................................1 Table2. Wetland Impacts......................................................................................................................................3 Table3. Stream Impacts........................................................................................................................................9 Table 4. Wetland Compensatory Mitigation........................................................................................................11 Appendices Appendix A: Property Owners List.........................................................................................................................A AppendixB: Figures...............................................................................................................................................B Appendix C: USACE Preliminary JD.........................................................................................................................0 Appendix D: RIBITs Report and NCDEQ DMS Mitigation Acceptance Letter.......................................................... D AppendixE: USFWS Coordination.......................................................................................................................... E Appendix F: NPS Coordination Letter..................................................................................................................... F AppendixG: NC HPO Coordination....................................................................................................................... G PNU Line 4A Extension Project Page intentionally blank Inserted for double sided printing r6111Piedmont Natural Gas Supporting Documentation for PCN Application The following sections correspond to the sections located in the Pre -Construction Notification (PCN) Form that require additional space to provide a full response. A. Applicant Information A 2 Owner Information A list of owner properties is provided in Appendix A. Piedmont Natural Gas (PNG) will have an easement agreement with each property owner prior to construction activities. _ Project Information and General Project History ^ 7 Property Identification A list of owner properties is provided in Appendix A. Figure 1 in Appendix B depicts the project location. 2 Nearest Body of Water and Water Qualitv Classification The project area is located in the Lower Pee Dee River Basin (HUCs 03040201, 03040203, and 03040204) (Figure 1 in Appendix B). Named streams within the vicinity of project area and their Water Quality Classifications are listed in Table 1. Table 1. Water Quality Classification of Named Streams within the Project Vicinity Label Stream Name n�llndex Number QualityWatershed Water C; Sw SA Bear Swamp 14-9-(0.5) SB Mill Branch 14-6 C SC Little Juniper Branch 14-5-2 C SD Gum Swamp 14-5 C SE Lumber River 14-(4.5) B, Sw, HQW SF Maxton Branch 14-34-7 C, Sw SG Shoe Heel Creek (Big Shoe Heel Creek/Maxton Pond) 14-34 C, Sw SH McCormick Pond 14-34-6 C, Sw SI Leith Creek (Johns Pond) 14-33 C Sw Si McNair Fishpond 14-33-1 C, Sw SK Gum Swamp Creek (Richmond Mill Lake) 14-32-(7) B SL UpperBeaverdam Creek 14-32-9 B SM Lower Beaverdam Creek 14-32-13 C; Sw SN McNeil Pond 14-32-14-3 C; Sw SO Joes Creek (Guinns Mill Pond) 14-32-14 C, Sw SP Crooked Creek 13-48 B PNG Line 434 Extension Project 1 r6111Piedmont Natural Gas Supporting Documentation for PCN Application B.3 Project Description The proposed project is located in the Southeastern Plains Ecoregion of southeastern North Carolina (MLRA 133A) within Richmond, Scotland, and Robeson counties. Land use within the area consists of rural housing, agriculture, commercial businesses and military installations. The Laurinburg-Maxton Airport, Gryphon Group Military Training Center, large solar power facilities, and a 400 -acre certified megasite are all located within a mile of the proposed pipeline. Cities and towns within the vicinity include Maxton, Prospect, Laurel Hill, and Laurinburg. Rolling hills capped with sandy soils characterize the topography of the Sandhills region, which comprises approximately one-third of the study area. The remaining project study area is within the coastal plain, which contains unique oval depression features known as Carolina Bays and very little other topographic variation. The Sandhills region is comprised of a very specific forest system adapted to live within its harsh environment that is dominated by turkey oak and longleaf pine with a wiregrass understory. Upland soils in the study area are dominated by Autryville sand and Norfolk loamy sand, while Wakulla and Candor soils and Rains sandy loam are often found in the wetter areas. Elevations in the project area range from about 180 to 340 feet above mean sea level. Upland vegetative communities in the project area are predominantly agriculture, loblolly pine plantation, and undeveloped forestland. Vegetative communities in the lower and wetter areas of the project area are mostly Carolina Bays. In order to meet customer demand, PNG is proposing the Line 434 Looping and Extension Project to expand their existing system. PNG will be installing approximately 28 miles of 30 -inch new pipeline that will loop the existing 20 -inch Line 175 (Sutton Line), collocated with the existing line.. This new line will begin at Junction A near the intersection of Prospect Road and Highway 710 in Robeson County (Figure 1 in Appendix B), and will run west for approximately 28 miles to reconnect with Line 175. An additional 7 miles of 30 -inch pipeline will begin at the western tie-in of the 28 mile line, and extend to Duke Energy's Smith Energy Center near Hamlet in Richmond County. Standard pipeline construction equipment will be used to install the new pipeline. Horizontal Directional Drilling (HDD) will be used to cross wide wetlands and streams within the project easement. The project would maintain a permanently cleared easement ranging from 20 feet to 70 feet within the pipeline corridor. Temporary Work Space (TWS) and Extra Work Space (EWS), typically ranging from 20 to 110 feet, will be required to install the new pipeline. Post -construction, the TWS and EWS will be seeded with a native grass mix and allowed to revert back to a forested condition via natural seed recruitment from the adjacent canopy. Detailed construction methods are presented on the enclosed Line 434 Pipeline Project WOUS Plans. PNG is requesting a Department of the Army Nationwide #12 permit for the proposed project for unavoidable impacts to Waters of the US (WOUS) from temporary construction activities, and the PNG Line 434 Extension Project 2 r6111Piedmont Natural Gas Supporting Documentation for PCN Application permanent conversion of forested wetlands to emergent wetlands for the permanent pipeline easement. No permanent fill in wetlands or streams is proposed. 13.4 Jurisdictional Determinations AECOM conducted a field delineation of jurisdictional water resources within the project study area in November and December of 2016, and in March, April, and June of 2017. A preliminary Jurisdictional Determination (JD) request was submitted to the USACE on June 21, 2017. A preliminary JD for the project was issued on July 21, 2017 (SAW -2016-02207) (Appendix C). C. Proposed Impacts Inventory C.1 Impacts Summary Below, Table 2 lists the proposed project wetland impacts, and Table 3 lists the proposed project stream impacts. Table 4 in the PCN form lists the proposed project open water impacts. Detailed impacts are depicted on the enclosed Line 434 Pipeline Project WOUS Plans. C.1.1 Temporary Impacts Temporary wetland impacts (43.87 acres) would be associated with construction activities, including the excavation of the pipeline trench through non -forested wetlands and the clearing of forested wetlands within the TWS and EWS areas and five access roads. Post construction, the TWS and EWS will be seeded with a native grass mix and allowed to revert back to a forested condition via natural seed recruitment from the adjacent canopy. Temporary stream impacts (2,691.1 linear feet) and pond impacts (0.15 acre) would occur for the open cut of the pipeline excavation trench and by construction equipment crossings. During construction, bridges, mats, and temporary culverts will be used for construction vehicle crossings. Post construction, stream beds and banks will be restored to pre -construction condition. C.1.2 Permanent Impacts Per safety protocols, and to accommodate the utility line maintenance easement, the permanent easement will permanently convert forested wetlands (27.76 acres) to an emergent wetland condition. No permanent fill in wetlands or streams is proposed. C.2 Wetland Impacts Table 2. Wetland Impacts 1 WR1 P Land Clearing Headwater Forest Yes Corps 0.42 Non -Tidal 1 WR1 T Land Clearing No Corps 0.20 Freshwater Marsh PNG Line 434 Extension Project 3 ONPiedmont Natural Gas Supporting Documentation for PCN Application PNG Line 434 Extension Project Type W Ir Wetland mpact numb 2c. 2d. 2f. Plan Sheet # Permanent P Type of impac ype of wetland Foreste Corps 404110). im pact Temporaryor . -� 5 WQ3 P Excavation Headwater Forest Yes Corps 0.07 5 WQ3 T Excavation Headwater Forest Yes Corps 0.66 7 WQ2 P Excavation Headwater Forest Yes Corps 0.08 7 WQ2 T Excavation Headwater Forest Yes Corps 0.23 7/8 WQ1 P Excavation Headwater Forest Yes Corps 0.03 7/8 WQ1 T Excavation Headwater Forest Yes Corps 1.46 RPWQ Non -Tidal 8 T Excavation No Corps 0.04 1 Freshwater Marsh gottomland 9/10 WP3 P Excavation Yes Corps 0.12 Hardwood Forest gottomland 9/10 WP3 T Excavation Yes Corps 1.04 Hardwood Forest 11 W131 T Excavation Seep No Corps 0.46 11 WP2 P Excavation Headwater Forest Yes Corps 0.23 11 W132 T Excavation Headwater Forest Yes Corps 0.58 13 WO5 P Excavation Headwater Forest Yes Corps 0.09 13 WO5 T Excavation Headwater Forest Yes Corps 0.12 13/14 WO4 P Excavation Headwater Forest Yes Corps 0.04 13/14 WO4 T Excavation Headwater Forest Yes Corps 0.55 15 WO3 P Excavation Headwater Forest Yes Corps 0.05 15 WO3 T Excavation Headwater Forest Yes Corps 0.32 16 WO2 T Excavation Hardwood Flat Yes Corps 0.14 gottomland 20 WO1 P Excavation Yes Corps 0.46 Hardwood Forest gottomland 20 WO1 T Excavation Yes Corps 1.02 Hardwood Forest 20 WN3 P Excavation Headwater Forest Yes Corps 0.07 20 WN3 T Excavation Headwater Forest Yes Corps 0.29 23 WM2 P Excavation Hardwood Flat Yes Corps 0.17 23 WM2 T Excavation Hardwood Flat Yes Corps 0.27 24 WM3 P Excavation Pocosin Yes Corps 1.48 24 WM3 T Excavation Pocosin Yes Corps 1.94 Non-Riverine 25 WM5 P Excavation Yes Corps 0.32 Swamp Forest Non-Riverine 25 WM5 T Excavation Yes Corps 0.30 Swamp Forest PNG Line 434 Extension Project ONPiedmont Natural Gas Supporting Documentation for PCN Application PNG Line 434 Extension Project Type IrPermanent Wetland iml mpact numnlbe 2c. 2d. 2f. rea of Plan Sheet # (P (P Type of ..40410. Corps .. or Temporaryor . -� 1 (mai Bottomland 29 WL2 P Excavation Yes Corps 1.05 Hardwood Forest Bottomland 29 WL2 T Excavation Yes Corps 0.65 Hardwood Forest Bottomland 30/31 WK9 P Land Clearing Yes Corps 2.07 Hardwood Forest Bottomland 30/31 WK9 T Land Clearing Yes Corps 1.12 Hardwood Forest WK9 Bottomland 30/31 P Land Clearing Yes Corps 0.08 PSS Hardwood Forest Bottomland 32 WK10 P Land Clearing Yes Corps 1.55 Hardwood Forest Bottomland 32 WK10 T Land Clearing Yes Corps 0.61 Hardwood Forest Non -Tidal 37 WK8 T Excavation No Corps 6.35 Freshwater Marsh 41 RPW13 T Excavation Headwater Forest Yes Corps 0.03 Bottomland 41 W15 P Excavation Yes Corps 0.05 Hardwood Forest Bottomland 41 W15 T Excavation Yes Corps 0.09 Hardwood Forest Bottomland 42 W14 P Excavation Yes Corps 0.02 Hardwood Forest Bottomland 42 W14 T Excavation Yes Corps 1.54 Hardwood Forest Bottomland 42/43 W13 P Excavation Yes Corps 0.03 Hardwood Forest Bottomland 42/43 W13 T Excavation Yes Corps 0.05 Hardwood Forest Non -Tidal 43 RPW12 T Excavation No Corps 0.01 Freshwater Marsh Bottomland 44 W12 P Excavation Yes Corps 0.65 Hardwood Forest Bottomland 44 W12 T Excavation Yes Corps 0.98 Hardwood Forest 45 W11 P Excavation Headwater Forest Yes Corps 0.14 45 W11 T Excavation Headwater Forest Yes Corps 0.10 47 WA T Excavation Seep No Corps 0.02 47/48 WJ2 P Excavation Hardwood Flat Yes Corps 0.01 PNG Line 434 Extension Project r6111Piedmont Natural Gas Supporting Documentation for PCN Application PNG Line 434 Extension Project Type IrPermanent Wetland iml .. 2f. Plan Sheet # (P (P Type of .. Corps �- �. ..ct Temporaryor Yes . -� 1 Corps (mai 0.54 47/48 WJ2 T Excavation Hardwood Flat 48/49 WJ1 P Excavation Pocosin Yes Corps 1.11 48/49 WJ1 T Excavation Pocosin Yes Corps 4.33 Non -Tidal 50 RPW11 T Excavation No Corps 0.04 Freshwater Marsh Non -Tidal 51 RPWH5 T Excavation No Corps 0.02 Freshwater Marsh Non -Tidal 51 RPWH6 T Excavation No Corps 0.06 Freshwater Marsh Non -Tidal 51/52 RPWH4 T Excavation No Corps 0.02 Freshwater Marsh Non -Tidal 52 RPWH1 T Excavation No Corps 0.03 Freshwater Marsh Non -Tidal 52 RPWH2 T Excavation No Corps 0.02 Freshwater Marsh Non -Tidal 52 RPWH3 T Excavation No Corps 0.02 Freshwater Marsh Non -Tidal 54 RPWH8 T Excavation No Corps 0.04 Freshwater Marsh Non -Tidal 54 RPWH9 T Excavation No Corps 0.04 Freshwater Marsh Non -Tidal 55 RPWG1 T Excavation No Corps 0.03 Freshwater Marsh Non -Tidal 55/56 RPWG2 T Excavation No Corps 0.08 Freshwater Marsh 56 WG4 T Excavation Seep No Corps 0.14 56/57/58 WG2 P Land Clearing Riverine Swamp Yes Corps 3.72 Forest 59 WF2 P Excavation Hardwood Flat Yes Corps 0.02 59 WF2 T Excavation Hardwood Flat Yes Corps 0.20 61 WE3 P Excavation Hardwood Flat Yes Corps 0.10 61 WE3 T Excavation Hardwood Flat Yes Corps 0.14 Non -Tidal 63 RPWE1 T Excavation No Corps 0.04 Freshwater Marsh 64/65 WE2 P Land Clearing Riverine Swamp Yes Corps 2.63 Forest 64/65 WE2 T Land Clearing Riverine Swamp Yes Corps 0.10 Forest 65/66 WE1 P Excavation Headwater Forest Yes Corps 2.38 PNG Line 434 Extension Project ONPiedmont Natural Gas Supporting Documentation for PCN Application PNG Line 434 Extension Project Type Ir Wetland mpact numb 2c. 2d. 2f. Plan Sheet # Permanent P If Type of impac ype of wetland Foreste Corps 404110). im pact Temporaryor . -� 65/66 WE1 T Excavation Headwater Forest Yes Corps 4.03 Non -Tidal 68 RPWD2 T Excavation No Corps 0.02 Freshwater Marsh 68/69 WD2 P Excavation Pine Flat Yes Corps 3.05 68/69 WD2 T Excavation Pine Flat Yes Corps 5.82 Non -Tidal 69 RPWD1 T Excavation No Corps 0.03 Freshwater Marsh Non -Tidal 70 RPWD3 T Excavation No Corps 0.01 Freshwater Marsh 70 WD3 P Excavation Pocosin Yes Corps 0.62 70 WD3 T Excavation Pocosin Yes Corps 0.90 71/72/73 WD1 P Land Clearing Headwater Forest Yes Corps 3.62 71/72/73 WD1 T Excavation Headwater Forest Yes Corps 1.28 73/74 WC2 P Excavation Hardwood Flat Yes Corps 0.55 73/74 WC2 T Excavation Hardwood Flat Yes Corps 0.53 Non -Tidal 74 RPWC4 T Excavation No Corps 0.02 Freshwater Marsh Non -Tidal 75 RPWC3 T Excavation No Corps 0.01 Freshwater Marsh Non -Tidal 75 RPWC2 T Excavation No Corps 0.03 Freshwater Marsh Bottomland 75/76 WC1 P Excavation Yes Corps 0.21 Hardwood Forest Bottomland 75/76 WC1 T Excavation Yes Corps 0.79 Hardwood Forest Non -Tidal 76 RPWC1 T Excavation No Corps 0.02 Freshwater Marsh 77/78 W134 P Excavation Pine Flat Yes Corps 0.37 77/78 W134 T Excavation Pine Flat Yes Corps 1.78 Non -Tidal 78 RPWB5 T Excavation No Corps 0.01 Freshwater Marsh Non -Tidal 78 RPWB6 T Excavation No Corps 0.02 Freshwater Marsh Non -Tidal 78 RPWB7 T Excavation No Corps 0.01 Freshwater Marsh Non -Tidal 80 RPWB2 T Excavation No Corps 0.02 Freshwater Marsh 80 W132 P Excavation Headwater Forest Yes Corps 0.05 PNG Line 434 Extension Project ONPiedmont Natural Gas Supporting Documentation for PCN Application PNG Line 434 Extension Project I Type IrPermanent Wetland mpact numnIbe 2c. 2d. 2.f. Plan Sheet # or .. Type of .. Corps �- �. .. . -0 Corps Excavation Headwater Forest Yes 80 W132 T 0.36 80 W133 P Excavation Headwater Forest Yes Corps 0.05 80 W133 T Excavation Headwater Forest Yes Corps 0.37 Non -Tidal 81 RPWB1 T Excavation No Corps 0.04 Freshwater Marsh 81 W131 T Excavation Hardwood Flat Yes Corps 0.33 L434 -W- WR1 T Land Clearing Headwater Forest Yes Corps 0.23 AR -1 L434 -W- WQ2 T Land Clearing Headwater Forest Yes Corps 0.01 AR -5B L434 -W- WO5 T Land Clearing Headwater Forest Yes Corps 0.06 AR -8 L434 -W- WN3 T Land Clearing Headwater Forest Yes Corps 0.07 AR -15 L434 -W- Non -Tidal RPWD3 T Land Clearing No Corps 0.01 AR -46B Freshwater Marsh 2g. Total Wetland Impacts: 71.63 PNG Line 434 Extension Project r6111Piedmont Natural Gas Supporting Documentation for PCN Application C.3 Stream Impacts Table 3. Stream Impacts PNG Line 434 Extension Project hO ou Ian Stream impact number Permanent (P) TemporaryStream or (T) . .. ri Name .m f Ig streal feet f t length near feet) (INT) UT to 8 SQ1 T Excavation Lightwood PER Corps 5 176.8 Knot Creek Crooked 9 SP4 T Excavation PER Corps 6 142.1 Creek UT to Crooked 11 SP1 T Excavation PER Corps 1 147.1 Creek UT to Joes 11 SP3 T Excavation PER Corps 5 143.5 Creek UT to Joes 13 SO4 T Excavation PER Corps 3 208.7 Creek UT to Joes 14 503 T Excavation PER Corps 5 199.9 Creek UT to Joes 15 SO2 T Excavation PER Corps 4 143.7 Creek 20 SO1 T Excavation Joes Creek PER Corps 18 236.8 UT to Leith 41 S12 T Excavation PER Corps 4 150.9 Creek UT to LeithCreek 43 S11 T Excavation PER Corps 6 132.9 UT to Lumber 65 SEI T Excavation PER Corps 6 212.7 River UT to GumSwamp 68 SD2 T Excavation PER Corps 7 223.1 Little Juniper 75 SC2 T Excavation PER Corps 7 167.6 Branch UT to Little 76 SC1 T Excavation Juniper PER Corps 6 136.9 Branch UT to Mill 78 SB2 T Excavation PER Corps 13 136.7 Branch 79 SBI T Excavation Mill Branch PER Corps 16 131.7 3h. Total stream and tributary impacts 2,691.1 PNG Line 434 Extension Project r6111Piedmont Natural Gas Supporting Documentation for PCN Application D. Impact Justification and Mitigation D.1 Avoidance and Minimization Throughout the project development and preliminary engineering design process, efforts have been made to avoid and minimize impacts to wetlands and streams. To minimize the amount of vegetative clearing and ground disturbance, the proposed pipeline corridor runs parallel to existing pipeline and transmission line easements to the greatest extent practicable. In this way, the new permanent easement can use a portion of existing easements that have already been cleared of vegetation. However, divergence from the existing pipeline and transmission line easements occurs in various locations due to construction constraints. In addition, the HDD technique would be used to avoid impacting the stream bed and banks of the Lumber River crossing (WE2), and several other wide wetland/stream crossings (WR1, WK9, WK10, WG2, and WD1). Access roads were selected using existing dirt roads (e.g., farm roads) requiring minimal improvements, which already have culverts in place that do not need to be expanded to accommodate the construction equipment. Throughout the approximately 35 -mile pipeline easement, there are many Waters of the US that flow perpendicular to the proposed easement, which makes total avoidance not practicable. Construction activities would be conducted in accordance with local, state, and federal regulations, as well as best management practices (BMPs), including the NCDEQ Manual of Stormwater Best Management Practices, the North Carolina Erosion and Sediment Control Planning and Design Manual, and the Design Standards in Sensitive Watersheds (15A NCAC 04B.0124). Construction staging areas would be located away from wetlands, and preserved wetland areas would be demarcated prior to construction. All work in or adjacent to stream waters would be conducted so that the flowing stream does not come in contact with the disturbed area. Wetlands anticipated to be temporarily affected by construction would be crossed using mats and restored to their original condition post construction. Wetlands would be seeded with a native grass mix and allowed to revert back to a forested condition via natural seed recruitment from the adjacent canopy. All streams crossed using open -cut techniques will be restored to their original condition. All unavoidable stream crossings will be bridged, and erosion control measures will be installed to keep sediment out of streams. D.2 Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State In accordance with the Compensatory Mitigation for Losses of Aquatic Resources Final Rule (33 CFR Part 332), the USACE 2008 Regulatory Guidance Letter 08-03, and North Carolina G.S. § 143-214.11 and 143- 214.20, PNG first tried to obtain all of the required wetland credits from a private mitigation bank located within the proposed project's service area. According to the Regulatory In -Lieu Fee and Bank Information Tracking System (RIBITS) report, run on September 6, 2017, no private commercial mitigation banks service the projects area (Appendix D). As such, to compensate for the unavoidable 27.76 acres of conversion impacts (27.68 acres of forest -to - emergent wetland conversion impacts and 0.08 acre of scrub/shrub-to-emergent wetland conversion impacts), PNG proposes to make payment to the in -lieu fee mitigation program administered by the NC Department of Environmental Quality (NCDEQ) Division of Mitigation Services (DMS) (Table 4, below). Piedmont proposes a 1:1 mitigation ratio for the conversion impacts. The DMS acceptance letter is located in Appendix D. No mitigation is proposed for the temporary wetland and stream impacts, as they would be restored to their original condition. PNG Line 434 Extension Project 10 r6111Piedmont Natural Gas Supporting Documentation for PCN Application Table 4. Wetland Compensatory Mitigation F. Supplementary Information F.5 Endangered Species and Designated Critical Habitat No project impacts to federally listed threatened or endangered species are anticipated. The proposed project has received a "May affect, not likely to adversely affect" or "No effect" determination from the US Fish and Wildlife Service (USFWS) for all of the listed species in Robeson, Scotland, and Richmond counties (Appendix E). A discussion of the background research, field studies, and coordination with the USFWS follows. Prior to conducting field surveys, federally listed endangered and threatened species data were obtained from online database searches of the USFWS and NC Natural Heritage Program (NCNHP). There are seven threatened or endangered species listed in Robeson, Scotland, and/or Richmond counties. These include two animal species, American alligator (Alligator mississippiensis) and red - cockaded woodpecker (Picoides borealis). Five plant species are also listed in these counties, Schweinitz's sunflower (Helianthus schweinitzii), rough -leaf loosestrife (Lysimachia asperulaefolia), Canby's dropwort (Oxypolis canbyi), Michaux's sumac (Rhus michauxii), and American chaffseed (Schwalbea americana). According to the NCNHP database, only red -cockaded woodpecker (RCW) is known to occur within one mile of the project area. A habitat assessment of each of the seven listed species was conducted during the initial field investigations of the project study area in November and December 2016. In addition, species-specific surveys were conducted for RCW and the five plant species. For this project, plant surveys were not conducted during optimal survey windows; however, plant surveys were conducted during optimal PNG Line 434 Extension Project 11 WM2, WM3, WMS, W.11, WD2, 7.67 WD3, WC2, W64 WR1, WQ3, WQ2, WQ1, WP3, WP2, WOS, WO4, WO3, WN3, WO1, WL2, WK9- PFO, WK9-PSS, 20.09 WK10, W15, W14, W13, W12, W11, W.12, WG2, WF2, WE3, WE2 WE1, WD1, WC1, W132, WB3 Total 27.76 F.5 Endangered Species and Designated Critical Habitat No project impacts to federally listed threatened or endangered species are anticipated. The proposed project has received a "May affect, not likely to adversely affect" or "No effect" determination from the US Fish and Wildlife Service (USFWS) for all of the listed species in Robeson, Scotland, and Richmond counties (Appendix E). A discussion of the background research, field studies, and coordination with the USFWS follows. Prior to conducting field surveys, federally listed endangered and threatened species data were obtained from online database searches of the USFWS and NC Natural Heritage Program (NCNHP). There are seven threatened or endangered species listed in Robeson, Scotland, and/or Richmond counties. These include two animal species, American alligator (Alligator mississippiensis) and red - cockaded woodpecker (Picoides borealis). Five plant species are also listed in these counties, Schweinitz's sunflower (Helianthus schweinitzii), rough -leaf loosestrife (Lysimachia asperulaefolia), Canby's dropwort (Oxypolis canbyi), Michaux's sumac (Rhus michauxii), and American chaffseed (Schwalbea americana). According to the NCNHP database, only red -cockaded woodpecker (RCW) is known to occur within one mile of the project area. A habitat assessment of each of the seven listed species was conducted during the initial field investigations of the project study area in November and December 2016. In addition, species-specific surveys were conducted for RCW and the five plant species. For this project, plant surveys were not conducted during optimal survey windows; however, plant surveys were conducted during optimal PNG Line 434 Extension Project 11 r6111Piedmont Natural Gas Supporting Documentation for PCN Application survey windows in 2010 for the directly adjacent Sutton pipeline. Although suitable habitat was present for all five plant species along the proposed Line 434 alignment, no individuals or populations of any threatened or endangered species were observed during any of the field investigations. Based on these results, the plant species were assigned a "May affect, not likely to adversely affect" determination, RCW was assigned a "No effect" determination, and Section 7 consultation was not required for the American alligator. These determinations were sent to the USFWS in a letter dated January 25, 2017 (Appendix E), and the USFWS sent their concurrence in an email dated March 28, 2017 (Appendix E). Subsequent to this initial correspondence, an approximately 5 -mile reroute for the Line 434 pipeline was planned near Richmond Mill Lake, a Safe Harbor Agreement property, in Scotland County. This area was surveyed for occurrences of protected plant species on April 25 and 26, 2017. A habitat assessment was also conducted at this time, and suitable RCW nesting and foraging habitat was observed within the proposed impact area. The USFWS was notified of the planned reroute and the presence of RCW habitat in an email dated May 2, 2017 (Appendix Q. In an email reply on June 2, 2017 (Appendix E), the USFWS requested that RCW surveys be conducted within a half -mile radius of any pines 10 inches diameter at breast height (DBH) in the proposed impact area. Surveys were conducted on June 7 and 8, 2017 for RCW within a half -mile radius of all areas of suitable RCW habitat along the Richmond Mill Lake reroute. No individuals or nest cavities were observed during this investigation. Based on this information, a "No effect" determination was proposed for RCW, and a summary of the survey results was emailed to the USFWS on June 16, 2017 (Appendix Q. The USFWS concurred with this determination in an email dated July 5, 2017 (Appendix E). F.5.1 Wild and Scenic Rivers No project impacts to designated Wild and Scenic Rivers are anticipated. The project will cross the Lumber River near Maxton, NC. This portion of the river has been designated as a Wild and Scenic River by both the federal and state governments. PNG proposes to cross the Lumber River using a horizontal directional drill (HDD). The length of the HDD would be approximately 2,100 linear feet from the drill entry to the drill exit points, both of which would be located in adjacent upland agricultural fields. Hand clearing would be required to provide a line -of -sight for the HDD. No grubbing or soil disturbance would occur to establish the 70 -foot -wide permanent easement for this crossing. Coordination with the National Park Service (NPS) was initiated on May 31, 2017. After their review of the proposed crossing, the NPS issued a letter stating "... the proposed project does not trigger a formal Section 7 determination ... in accordance with the Wild and Scenic Rivers Act (WSRA)." A copy of the NPS letter is located in Appendix F. F.7 Historic or Prehistoric Cultural Resources The proposed project has been designed to avoid all known cultural resources, and no impacts to these resources are anticipated. The NC Historic Preservation Office (NC HPO) has assigned environmental review tracking number ER 17-0077 to this project. A discussion of the background research, field studies, and NC HPO coordination follows. The Line 434 project is largely colocated with the existing PNG Sutton Pipeline. The existing Sutton Pipeline was subjected to cultural resources studies in 2010-2011 by S&ME, Inc. During this work, 60 archaeological sites and four historic structures were identified and evaluated. All 64 cultural resources were evaluated as not eligible for listing in the National Register of Historic Places (NRNP). Consultation with the NC HPO was initiated in early 2017 for the Line 434 project. In a letter dated January 27, 2017, the NC HPO commented that no historic architectural studies were required PNG Line 434 Extension Project 12 r6111Piedmont Natural Gas Supporting Documentation for PCN Application (Appendix G). Further, they indicated no archaeological survey was required along parts of the Line 434 project co -located with the Sutton Pipeline. However, at that time, four locations of the proposed route diverged from the existing Sutton line. The NC HPO requested archaeological surveys in one of the four areas where Line 434 diverged from the Sutton Pipeline. Subsequent to that consultation, PNG altered the alignment of Line 434, resulting in six additional areas of divergence. AECOM performed archaeological field studies on these seven areas. One of the areas, the Richmond Mill Lake crossing, was further re-routed along a different preferred route, which required additional survey. The current archaeological study covered roughly 29 kilometers (18 miles) of corridor that is approximately 583 acres (236 hectares). The field studies were performed between March and June 2017. Nineteen archaeological sites (including two cemeteries) were identified. Site numbers assigned to these resources are 31RB576 through 31RB579, 31SC253 through 31SC265, and 31SC267 to 31SC268. Of these sites, only two are recommended as potentially eligible for the NRHP-31SC264 and 31RB579. Both of these resources have been avoided by alterations to the design of Line 434 so that no adverse impacts will occur to the sites. Further, two cemeteries-31SC262 and 31SC263—have been avoided. These resources are not considered eligible for the NRHP, but are governed by applicable cemetery laws in North Carolina (North Carolina General Statutes 65-106 and 70-29 through 70-33). Because archaeological sites potentially eligible for the NRHP and all cemeteries have been avoided by route and/or design modifications, it is recommended the Line 434 project as currently planned will have no adverse impact to significant cultural resources. It is further recommended no additional cultural resources studies be required in conjunction with the Line 434 project as currently planned. The archaeological report detailing the work and findings, and offering these recommendations is currently being reviewed by the NC HPO. Correspondences from the NC HPO are included in Appendix G of this document. PING Line 434 Extension Project 13 Page intentionally blank Inserted for double sided printing 0111 Piedmont Natural Gas Supporting Documentation for PCN Application Appendix A: Property Owners List PNG Line 434 Extension Project Appendix A Page intentionally blank Inserted for double sided printing PNG Line 434 Property Owners List Appendix A Parcel ID Owner Name Mailing Address 830900245551 Elbert F & Margarita Williams 166 Rodney Drive Hamlet, NC 28345 830900330949 Elbert F. Williams, II 166 Rodney Drive Hamlet, NC 28345 040156 01017 Lawrence A Williams 6269 Peels Chapel Road Laurel Hill, NC 28351 020306 01001 Robert Snodgrass 2533 Doby Bridge Rd Ft Mill, SC 29715 930638842100 Jane James, Mary Hilliard & John Marshall Crowe 301 N Florence St Maxton, NC 28364 040157 01016 5-D Land Company 6361 Peele's Chapel Road Laurel Hill, NC 28351 932595240946 Allison Locklear 241 Elias Rd Maxton, NC 28364 931579338100 Amy Locklear 181 Kirk Dr Maxton, NC 28364 932567137400 Aubrey Lee Bullard & Normie L Bullard PO Box 2141 Pembroke, NC 28372 932567706900 Betty Jo Hunt PO Box 384 Pembroke, NC 28372 839678998000 Betty U Hasty 2200 Elm Ave #1111 Laurinburg, NC 28352 932509622700 Bobby Dean Locklear 2323 Missouri Rd Maxton, NC 28364 931650258500 Bruce Locklear PO Box 3973 Pembroke, NC 28372 738900637398 Bruce Scott Bowersock 1002 Rainwater Lane Rockingham, NC 28379 930616100100 CA Brown, Jr 215 Old Red Springs Rd Maxton, NC 28364 933504673800 Carlton Cummings & Andrea Cummings 83 Sparkle Road Pembroke, NC 28372 932595837999 Chrissie Ann Oxendine 1621 Philadelphia Road Pembroke, NC 28372 839688424500 Christine D Monroe 304 Lane St Maxton, NC 28364 830900561861 Connie R Quick 347 Mt Moriah Church Rd Hamlet, NC 28345 839683235200 Craig Locklear 854 Bryant Circle Maxton, NC 28364 932576433700 Dale Locklear 350 Pappy Boy Dr Maxton, NC 28364 932594875000 Danford Dial, Jr, and Dorothy Dial 10355 NC HWY 711 Pembroke, NC 28372 930617826600 David Leach 307 West 139Th Street Apt 5 New York, NY10030 040157 02013 David McDougald 6785 Peeles Chapel Rd. Laurel Hill, NC 28351 040157AO1021 David Ray Burns & Cynthia Diana Burns 5591 Seven Lakes West Seven Lakes, NC 27376 933535207600 Dennis R Moore & Marlita D Moore 468 W L Moore Rd Maxton, NC 28364 930675820300 Dexderal Chavis and wife, Cleopatra Chavis 3319 Red Hill Road Maxton, NC 28364 931670504307 Dorothy Jacobs Locklear/Deceased 67 Kirk Dr Preston Rd Maxton, NC 28364 737900864001 Duke Energy Progress, Inc. / CP&L 830900047818 Duke Energy Progress, Inc. / CP&L 932528129600 Eddie Jones & Adriana Maria R Plata 150 Office Jones Rd Lumberton, NC 28360 020306 01002 Edgar Stewart Trust ATTN: John Stewart 16541 McFarland Rd. Laurinburg, NC 28352 020305 01001 Edgar Stewart Trust ATTN: John Stewart 16541 McFarland Rd. Laurinburg, NC 28352 932575320400 Emma Jean Lowery 639 Onnie Joe Rd Maxton, NC 28364 930675858200 Fitzgerald Chavis, Diane Chavis Anderson 111 Chav An Dr Maxton, NC 28364 930676373700 Fitzgerald Chavis, Diane Chavis Anderson 526 S Hilltop Rd Red Springs, NC 28377 930675585846 Fitzgerald Chavis, Diane Chavis Anderson 526 S Hilltop Rd Red Springs, NC 28377 739900931593 Gary W Steen & Linda Effie 780 NC Hwy 381 Hamlet, NC 28345 932595948254 Gregory Dial 427 Sherrill Rd Pembroke, NC 28372 933555341700 Harold M Thrower, Jr. PO Box 1164 Raeford, NC 28376 932519303400 Helen Locklear (Life Estate) Timothy, Mark/Gina, Brett Locklear 691 Faith Rd Pembroke, NC 28372 Richmond. Scotland. & Robeson Counties 1 PNG Line 434 Property Owners List Appendix A 830900027496 Helen Scholl 117 Tarheel Street Hamlet, NC 28345 932566357000 HUD/Secretary of Housing and Urban Development, Washington D.C. 7105 Corporate Drive Plano TX 75024 020306 01003 J3 Real Estate Investments 2533 Doby Bridge Rd Ft Mill, SC 29715 932527680022 James Canston Baker 276 Ashley Road Red Springs, NC 28377 739900522690 James D Jenkins & Adi Jo Jenkins 206 Adele St Hamlet, NC 28345 830900254960 James Dawkins & Myrtle Dawkins 309 Entwistle St Hamlet, NC 28345 933534373200 James Robert Moore PO Box 2738 Pembroke, NC 28372 931611729700 James Thomas Oxendine & Jo Ann Oxendine 146 Zadie Dr Maxton, NC 28364 040157 01041 James W. Laster - C/O Sally Laster PO Box 1129 Hamlet, NC 28345 933535701200 Jerry Moore, HEIRS 3541 Prospect Rd Pembroke, NC 28372 932575802200 Joe Locklear -Deceased -Kenneth Locklear 578 Onnie Joe Rd Maxton, NC 28364 738900548017 John Henry Leviner 226 Leviner Stables Rd Hamlet, NC 28345 932509929200 Joseph Locklear/Deceased & Shirley M Locklear PO Box 863 Pembroke, NC 28372 932519114000 Joseph Locklear/Deceased & Shirley M Locklear PO Box 863 Pembroke, NC 28372 932556255245 Junious Bullard PO Box 381 Maxton, NC 28364 932556687916 Junious Bullard PO Box 381 Maxton, NC 28364 010250 01026 Kenneth Carpenter 21387 Charles Craft Lane Maxton, NC 28364 930694360939 Kirmet Locklear & Sylvia Locklear & Kris Locklear & Vinia Locklear 3601 Red Hill Rd Maxton, NC 28364 932509851200 Lathan Bullard & Danielle Bullard 2238 Missouri Rd Maxton, NC 28364 010252 01001 Laurinburg/Max Airport 16701 Airport Rd Maxton, NC 28364 933505133027 Leana Barton P 0 Box 1133 Maxton, NC 28364 931599728111 Lee Grady Lowery 2702 Preston Road Maxton, NC 28364 932508396400 Lee Grady Lowery 2702 Preston Road Maxton, NC 28364 931599001600 Lee Grady Lowry 2702 Preston Road Maxton, NC 28364 932509258500 Lee Grady Lowry 2702 Preston Road Maxton, NC 28364 830900047595 Lelia 0 Jones 774 NC 381 Hwy Hamlet, NC 28345 932595420100 Locklear Heirs 578 Onnie Joe Rd Maxton, NC 28364 93251776100 Lois W. Bullard 2460 Hezekiah Rd. Maxton, NC 28364 932536435600 Lois W. Bullard, Widow PO Box 246 Maxton, NC 28364 040157 01055 Loretta Norton 6442 Pleeles Chapel Rd. Laurel Hill, NC 28351 932518592200 Lowell Harris & Thelma L Harris 2474 Missouri Rd Maxton, NC 28364 932518897300 Lowell Harris & Thelma L Harris 2474 Missouri Rd Maxton, NC 28364 932528064400 Lowell Harris & Thelma L Harris 2474 Missouri Rd Maxton, NC 28364 830900143507 Mamie Bullard 785 NC Hwy 381 Hamlet, NC 28345 932576061400 Marland Locklear & Lucille B Locklear PO Box 871 Maxton, NC 28364 932585210200 Mary Lee Locklear 179 Elmore Dr. Maxton, NC 28364 040156 01020 Mary Lynn Livingston Raley PO Box 7 Laurel Hill, NC 28351 933535513400 Melissa Freeman & Ronnie Freeman 3575 Prospect Rd Pembroke, NC 28372 738900830227 Michael Monroe & Bridget Monroe 9012 Doris Dr Ft Washington, MD 20744 930687054300 Millicent B. Locklear 4204 Red Hill Rd. Maxton, NC 28364 839697578500 Nathan T Colbert 100 Bryants Circle Maxton, NC 28364 010262 01003 A Mountaire Farms Inc. 16701 Airport Rd Maxton, NC 28364 Richmond. Scotland. & Robeson Counties 2 PNG Line 434 Property Owners List Appendix A 010253 01002 Smithfield Purchase Corporation PO Box 856 Warsaw, NC 28398 839688818300 Oral Lagrand Dial 281 Bryant Circle Maxton, NC 28364 930657921100 Oris Bullard 4352 Red Hill Rd Maxton, NC 28364 930667025100 Oris Bullard 4352 Red Hill Rd Maxton, NC 28364 930677208100 Pasty C. Locklear 15964 Frances Rd Gibson, NC 28343 010253 01001 Patten Seed Company 158 Sod Farm Road Ft. Valley, GA 31030 839678316900 Patten Seed Company 158 Sod Farm Road Ft. Valley, GA 31030 932585679800 Paul D. Locklear 641 Onnie Joe Rd Maxton, NC 28364 931672363500 Paul M. White & Benjamin A White Jr. P 0 Box 771 Carthage, NC 28327 040157AO102101 Peggy Ann Hildreth 339 Pleasant Cross Rd. Asheboro, NC 27203 040157AO102102 Peggy Ann Hildreth 339 Pleasant Cross Rd. Asheboro, NC 27203 931588483600 Peggy Sweat, Sybil L. Collins, Ronnie Lowery 2755 Preston Rd Maxton, NC 28364 020304 01011 Philip H Futrell & Ellen W Futrell PO Box 840 Wagram, NC 28396 020310 0100101 Philip H Futrell & Ellen W Futrell PO Box 841 Wagram, NC 28397 020309 0100801 Philip H Futrell & Ellen W Futrell PO Box 842 Wagram, NC 28398 933554838035 Piedmont Natural Gas Company, Inc 4700 Piedmont Row Dr Suite 100 Charlotte, NC 28210 010252 01002 Pioneer Hi- Bred P.O. Box 1039 Wilmington, DE 932566994100 Rebecca Ann Lowry PO Box 2878 Pembroke, NC 28372 932575585900 Redell Collins 905 Water Street Lumberton, NC 28358 738900635867 Richard K Hogan 198 Hannah Pickett Ave Rockingham, NC 28379 020310 01001 Richmond Mill Pond Prop LLC -David Buhler PO Box 1167 Laurel Hill, NC 28351 040155 01002 Richmond Mill Pond Prop LLC -David Buhler PO Box 1167 Laurel Hill, NC 28351 040155 01004 Richmond Mill Pond Prop LLC -David Buhler PO Box 1167 Laurel Hill, NC 28351 040155 01006 Richmond Mill Pond Prop LLC -David Buhler PO Box 1167 Laurel Hill, NC 28351 738900455374 Rickey M Cassidy & Rebecca L Cassidy 285 Dirt Rd Hamlet, NC 28345 739900743421 Robert B Jantz 217 Redbud Street Moundridge, KS 67107 739900219867 Robert Gardner 170 Heavenly Acres Ln Hamlet, NC 28345 930656560000 Robert R Collins & Magnolia Collins PO Box 561 Maxton, NC 28364 020305 01002 Robert Snead & Minnie Snead 179 Briarwood Dr Boone, NC 28607 933515237522 Robert Wayne Bullard 337 Will Rd Pembroke, NC 28372 040157 01028 Robert Williams & wife Betty Lou N. 6220 Pleeles Chapel Rd. Laurel Hill, NC 28351 930683847726 Ron Anderson 111 Chav An Drive Maxton, NC 28364 738900728975 Ronald Piwowarczyk 968 Louis Breedan Blvd. Hamlet, NC 28345 931642201900 Rosie L Locklear & Renee Oxendine 1009.1i Rd Maxton, NC 28364 020302 01018 Sinclair Corporation/HEW FULTON PO Box 159 Laurel Hill, NC 28351 020302 01032 Sinclair Corporation/HEW FULTON PO Box 159 Laurel Hill, NC 28351 020308 01007 Sinclair Corporation/HEW FULTON PO Box 159 Laurel Hill, NC 28351 020309 01008 Sinclair Corporation/HEW FULTON PO Box 159 Laurel Hill, NC 28351 738900541417 Stanly Richmond & Co LLC PO Box 1267 Rockingham, NC 28380 738900541967 Stanly Richmond & Co LLC PO Box 1267 Rockingham, NC 28380 931641534600 Sylvia Locklear PO Box 876 Pembroke, NC 28372 933525072900 Talford Dial 2216 Red Bank Rd Pembroke, NC 28372 Richmond. Scotland. & Robeson Counties 3 PNG Line 434 Property Owners List Appendix A 933525515900 Talford Dial 2216 Red Bank Rd Pembroke, NC 28372 933544015204 Talford Dial 2216 Red Bank Rd Pembroke, NC 28372 933544018300 Talford Dial and wife, Betty D. Dial 2216 Red Bank Rd Pembroke, NC 28372 933524864300 Talford Ray Dial 2216 Red Banks Rd Pembroke, NC 28372 933525018300 Talford Ray Dial 2216 Red Banks Rd Pembroke, NC 28372 932537197050 Terry B Langley & Debra B Beasley & James C. Baker 2626 Missouri Rd Maxton, NC 28364 931589209930 Terry Patrick Locklear 25 Kirk Dr Maxton, NC 28364 739900849688 Thomas E White & Dena White PO Box 264 Norman, NC 28367 040157 01039 Thomas Michell Sessoms 6460 Pleeles Chapel Rd. Laurel Hill, NC 28351 738900720922 TRB Rentals of North Carolina 101 Juanita Ave Rockingham, NC 28379 738900732225 TRB Rentals of North Carolina 101 Juanita Ave Rockingham, NC 28379 930636957200 Tuscarora 1349 Modest Rd Maxton, NC 28364 933515119760 Venus Maynor & Cecily P Maynor PO Box 2400 Pembroke, NC 28372 020302 01019 Wade McMillan Maness III PO Box 2068 Conway, SC 29528 020308 01020 Wade McMillan Maness III PO Box 2068 Conway, SC 29528 010259 01003 Walker Farms Inc (Hew Fulton, Mgr) PO Box 666 Laurinburg, NC 28353 010256 01017 Walker Farms Inc (Hew Fulton, Mgr) PO Box 666 Laurinburg, NC 28353 020302 01044 Walker Farms Inc (Hew Fulton, Mgr) PO Box 666 Laurinburg, NC 28353 020304 01040 Walker Farms Inc (Hew Fulton, Mgr) PO Box 666 Laurinburg, NC 28353 739900327200 Walter Matthew Gordon 708 Hylan Ave Hamlet, NC 28345 020305 01059 Walter McRae & Gail M McRae 17601 Aberdeen Rd Laurinburg, NC 28352 830900256371 Willard Mark Dixon & Kay Dixon 217 Minturn Avenue Hamlet, NC 28345 020302 0101901 William H Harper III & Karen A Harper & Amy Harper 17708 Laurel Hill Church Rd Laurel Hill, NC 28351 010256 01038 William P. Carmichael & Courtney L. Carmichael 18105 Old Lumberton Rd Laurinburg, NC 28352 839697794200 Willie McGirt 1420 Hwy 71 North Maxton, NC 28364 738900911590 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 830900674251 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 830900780713 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 830900796480 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 830900981801 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 830900988601 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 831900092567 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 831900171019 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 831900274097 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 831900365521 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 841000252803 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 7389000256448 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 040157 01014 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 830900895207 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 040153 01001 Z V Pate, Inc (Hew Fulton, Mgr) PO Box 159 Laurel Hill, NC 28351 930666811300 Ziatta Bullard 1496 Hezekiah Rd. Maxton, NC 28364 Richmond. Scotland. & Robeson Counties 4 ONPiedmont Natural Gas Supporting Documentation for PCN Application Appendix B: Figures PNG Line 434 Extension Project Appendix B Page intentionally blank Inserted for double sided printing fr States ��� United Hinson Game Land Rockingham y Project Start 34.840049, -79.735642 Ha 1 .bbins eights '` eSti9 pl �dy A !y United State I 7 SR SQ S 1'a Local Watersheds SA SJ SB SK C SC ', SL C SD SM SE SN -SF So SG SP -SH -SQ SI - SR Sandhills Game Land +� r �L f Sandhills J�,f�J •' GO/GoJ� / O r� J 0r 5 AgriculturaFDevelopment " d Farmland Preservation = Trust Fund Easement a 4) Q fills i t"DNP Lumber River Conservancy Easement NC Clean Nagram Borrow�Pit Manageme Conservation Site Fund Eas Big hoe Heel Creek Preserve ti Wag Watershed Index !Yater Qu J Nature Stream Name Label Stream Classifica Conservancy Easement i� 'Lumber National Upper Beaverdam Sandhills Area Wild and Scenic SL creek 14-32-13 e Land Trust River Easement SM Creek Lower 9eaverdam 14-3213 C, sw Upper Lumber River Swamp 14-32-14 SN McNeil Pond 3 C, Sw McIntosh Conservation 50 1neSCreek (Gu inns 14-32-14 C' 5w Complex McIntosh Bay Trust of North %a Mill Pond) Preserve y%� !Preserve DNP Carolina ement '1` /1 5P Crnnked Crock 73-dR B j ,umber sUShtwood RnoLCrrrk 13-48-1 s cc Q a r LBR/La HOKE COUNTY IKrinshaw Pond) Old Wire Little Juniper moo; River/Bear Swamp=---�-�_�_�_�____ Creek Bay RHA S� Aquatic Habitat ROBESON COUNTY marks Creeklaoyds Y7 Sft Lake, City Lake, 1345-(2) C Everetts Lake sl S J o o NC Division c 0 of Mitigation r -Services Easement SH 0 W HWY f _ Red=. Springs SG , 9 �G� - 9 Lumber State Natal and t Scenic River East )or rnt Richmond Mill e Natural Area SL _I \ SN ghareu- SM m Gibson Rd 0 777771 Miles 0 5 10 SK *�� Lau'r Prairie Bay Preserve DNP State I i n eS Prairie Bay Preserve irinburg US -74 (Bypass! $F Maxtor ` Shoe 1 Heel Creek ff Floodplain US Fish and !f - Wildlife Service U% Easement SE Project End 34.722535, SD -79.213014 y SC = er f II''9✓r ,1 ' �r INorth Carolina Indian Cultural NC Department o. � � `. SB Transportation '-' Center Mitigation Site �� /1 Lumber •"' River P State Park ti SA I 031 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Proposed Centerline Laydown Yard Eight -digit HUC Boundaries NC NHP Managed Areas NC NHP Natural Areas N C�gdw -Robeson, Scotland, & Richmond Counties Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 1 Vicinity Map September 2017 NAD83 NC StatePlane This map is for reference only. Shoe Heel Geek [Big SG Shoe Heel 14.34 C' SW Creek[Niaxton Fund SH I McCormick Pond 14-34-6 Cr SW Leith Creek Ilohns sl Pond) 14-33 Cr SW Sl McNair fishpond 14-33-1 C,Sw Gum Swamp Creek SK (Richmorxl Mill Lakei 14-32-(7) B 'Lumber National Upper Beaverdam Sandhills Area Wild and Scenic SL creek 14-32-13 e Land Trust River Easement SM Creek Lower 9eaverdam 14-3213 C, sw Upper Lumber River Swamp 14-32-14 SN McNeil Pond 3 C, Sw McIntosh Conservation 50 1neSCreek (Gu inns 14-32-14 C' 5w Complex McIntosh Bay Trust of North %a Mill Pond) Preserve y%� !Preserve DNP Carolina ement '1` /1 5P Crnnked Crock 73-dR B j ,umber sUShtwood RnoLCrrrk 13-48-1 s cc Q a r LBR/La HOKE COUNTY IKrinshaw Pond) Old Wire Little Juniper moo; River/Bear Swamp=---�-�_�_�_�____ Creek Bay RHA S� Aquatic Habitat ROBESON COUNTY marks Creeklaoyds Y7 Sft Lake, City Lake, 1345-(2) C Everetts Lake sl S J o o NC Division c 0 of Mitigation r -Services Easement SH 0 W HWY f _ Red=. Springs SG , 9 �G� - 9 Lumber State Natal and t Scenic River East )or rnt Richmond Mill e Natural Area SL _I \ SN ghareu- SM m Gibson Rd 0 777771 Miles 0 5 10 SK *�� Lau'r Prairie Bay Preserve DNP State I i n eS Prairie Bay Preserve irinburg US -74 (Bypass! $F Maxtor ` Shoe 1 Heel Creek ff Floodplain US Fish and !f - Wildlife Service U% Easement SE Project End 34.722535, SD -79.213014 y SC = er f II''9✓r ,1 ' �r INorth Carolina Indian Cultural NC Department o. � � `. SB Transportation '-' Center Mitigation Site �� /1 Lumber •"' River P State Park ti SA I 031 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Proposed Centerline Laydown Yard Eight -digit HUC Boundaries NC NHP Managed Areas NC NHP Natural Areas N C�gdw -Robeson, Scotland, & Richmond Counties Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 1 Vicinity Map September 2017 NAD83 NC StatePlane This map is for reference only. Page intentionally blank Inserted for double sided printing r Q AR-11� ENER Y\WAY C� 3501 Hpp�L RD AYM°� I 0 �1L / 0 _ Nebo Cem 1 I - • l i 1- � �� r ` Wa , J d D /50--- / BRYSON DR ` I/ 1 '�-( P,o t AR -3 AR - Q: ..i� smi L y Cerr BLu�BR�LN AR -5 '7-3a o - 0 D� - 1 l Ja es ,) ,�. Po d W� V � !i r r631Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard i02% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND i HOKE COUNTY ii COUNTY ` SCOTLAND COUNTY ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-1 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. cy G t'7 Smith L Cern Moria Cem -ff, L _y $1 "RpINp,L L BRE)kI'll AR_g i H - sl r111 350 .S1 L 1.L �J HpYES ET'`'',O Barring f Cem -44 DR 0 JJ � Ghio S_cholf -Stat o' n Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend M :Study Area Access roads Laydown Yard Flood Hazard Zones ■1%Annual Chance Flood Hazard ■ Regulatory Floodway i Special Floodway Area of Undetermined Flood Hazard 0.2% Annual Chance Flood . Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Feet, 0 1,000 i RICHMOND1 i HOKE COUNTY i COUNTY C 1 SCOTLAND COUNTY !i ROBESON COUNTY �J\ Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-2 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. Pates Lake Turrlbfer Two L� w �O 5 r0 C) (35 GreenD rN RD p G�� h pet �GRERAR�121APE� AR -13- �Cern AR -1 w "I" W O M 74 30� AR- 14 I � •uL —uL � �l•LL _ 1L w -et -IL. 2 Guiims �VlzllfPond ..- / Speight - � AR -15 l'%� cNe t l 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones ■ 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard ■0-2% Annual Chance Flood Hazard Future Conditions 1% Annual Chanoe Flood Hazard Area with Reduced Risk Due to Levee N Feet 0 1,000 } i RICHMOND1 i HOKE COUNTY ii COUNTY SCOTLAND COUNTY ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-3 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. AR -151 e-300— _rf cNetll ��, P BOONDOCKS RD o m �- t Peels -k Chapel J AR -17 �' O AR -16 Cnftt 'j, LAR -19 r W Wright G Cem OId ._ Hundred r O Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard ■0-2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee N Feet 0 1,000 } RICHMOND1 i HOKE COUNTY ,i COUNTY SCOTLAND COUNTY ROBESON COUNTY �J\ Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-4 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. MCF � } } �_ 1 AND RD 0 �, O 1/ �Z50 250 /I . y .�. �Tpper��� ~--� .,, zoo -�- -�• J.L \F/ was_ • , .�. 250 ARmlr,\ . .. li d - - z - Richmond mill Lake i r6111Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0-2% Annual Chance Flood Hazard Future Conditions 1% ® Annual Chance Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ii COUNTY SCOTLAND COUNTY !i ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-5 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. J1 �` l \ 1I LG 1 LL. y� A" � J „ v }Richmond Mill — Lake _ Richm.ond'� Mill �50 e O .i C 1 —LLdL f ) S ead" �em -11L p Malloy u. A rpm (2r5\0 rtrt,Q L -A I j . E AR -26 tT\ 4L N, I Z f 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads ® Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard ■ 0.2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ,i COUNTY SCOTLAND COUNTY !i ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-6 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. coq 250 � u AR -28 109 1-zz 7"' 4 f C4 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads ® Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard i 02% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ii COUNTY SCOTLAND COUNTY !i ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-7 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. C�L 1 5I 501 Ste 4 AR -29- AR -30 - AR -31 'C � .� AR -31 1' % Q J AR -32 1 . i•t�e. 1 1� a ixLZ LUuj Lu a M M North a m V7 PW 15 5. 0- A B 401 S� OM O I'LL Cc % C AR -33 _. 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0-2% Annual Chance Flood Hazard Future Conditions 1% ® Annual Chanoe Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 } RICHMOND' i HOKE COUNTY ii COUNTY SCOTLAND COUNTY !i ROBESON COUNTY �J\ Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-8 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. sJ.0 — % - L O s' a— ,L, -4AR-33 ILI -44- ti AR -36 AR -35 4t �JL L � �L1 SLL — \J 3C -i= '7d SIV ��S ,.;• s� o'l - 1l YiL/�, �� til _ � •;, _.� �, +i o C -D -, it 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 02% Annual Chance Flood Hazard Future Conditions 1% ® Annual Chance Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 i RICHMOND1 i HOKE COUNTY ii COUNTY C 1 SCOTLAND COUNTY ROBESON COUNTY �J\ Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-9 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. BYP 74 AR -39- SVYWpY ONS AR -38 AR -39 4 AR -38 A AR -39 AR -37 � RD 4 - fJ 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads ® Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0-2% Annual Chance Flood & Hazard Future Conditions 1% Annual Chance Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ii COUNTY SCOTLAND COUNTY ROBESON COUNTY �J\ Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-10 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. — v ' 4- — � ,LQ per. d _\ McLaughlin Cem, Cj MCBI -_ . '� -�.� REp � DRQ / _.may/.-L_y♦_ — �AR-41 7- /0" -i AR -43 — — AR -44 1 L. n — AR -42 L r r , . AR -46 ��. +REp AR -45 on D Opp _ lis GS ' S?R� a u, 200 QL9 \. ao �- �„ �. �'�,_-• �-�� RSD _ r�r 14 t i n p ('' — — a r ALL ` SJ –.LL L' BUFFALO pRI 0 r6§1 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0-2% Annual Chance Flood Hazard Future Conditions 1% ® Annual Chance Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ii COUNTY \ SCOTLAND \ COUNTY \ !i ROBESON \ COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-11 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. Y7'jAC:R-46 -4jLj AR -46 1-740 / .;. + 1 L yam( -I I I I I I I I I I I I I I I I AR 47 AR49i`rr� — •Z A �R AL ^.� `R-48 'RQ R - v � l� v � yO AR -50 73 AR -51 71 1 �' L�J IL. _LLQ P 'SON D 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1% Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0-2% Annual Chance Flood Hazard Future Conditions 1% ® Annual Chanoe Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 i RICHMOND1 i HOKE COUNTY ii COUNTY C 11 SCOTLAND COUNTY !i ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-12 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. �1PS Q -��as \��P _ DR CREPE MYR O t3 710 W L MOORS RD Prospect -" WILD — OQ Q AR -51y_ AR -53— /SSO f%± I -AR -52 �- AR-52 AR -53 JUSTICE Rd \\\ AR -54 AR -54 m ! e+i$ \_SHERRI AR -55 AR -57 AR -56 - J MA -4 — �1L s -� 710 � � l 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard ■0-2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ii COUNTY SCOTLAND COUNTY !i ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-13 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. 4-L- aurinburg- — Maxton 41 / Airport s, 4:"— 311_ 11.L — r112 - - �- , v 200 1 i. y CL "2 4-� ..SJI �, • � i 3J.L 6111 Piedmont Natural Gas Piedmont Natural Gas Line 434 30 -inch Robeson, Scotland & Richmond Counties Legend Study Area Access roads Laydown Yard Flood Hazard Zones . 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0-2% Annual Chance Flood Hazard Future Conditions 1% ® Annual Chance Flood Hazard F Area with Reduced Risk Due to Levee N Feet 0 1,000 RICHMOND1 i HOKE COUNTY ii COUNTY SCOTLAND COUNTY !i ROBESON COUNTY �J Lower Pee Dee River Basin HUCs 03040201, 03040203,& 03040204 Figure 5-14 Flood Hazard Zones June 2017 NAD83 NC StatePlane This map is for reference only. MYPiedmont Natural Gas Supporting Documentation for PCN Application Appendix C: USACE Preliminary JD PNG Line 434 Extension Project Appendix C Page intentionally blank Inserted for double sided printing U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW -2016-02207 County: Richmond, Scotland, Robeson NOTIFICATION OF JURISDICTIONAL DETERMINATION Applicant: Piedmont Natural Gas 4720 Piedmont Row Dr Charlotte, NC 28210 Agent: AECOM Charles Benton 701 Corporate Center Dr Suite 475 Raleigh, NC 27607 Size (acres) 1313 Nearest Waterway Leith Creek USGS HUC 03040204 Nearest Town Hamlet River Basin Pee Dee Coordinates Project Start: Latitude: 34.8400491 N Longitude: -79.735642 W Project End: Latitude: 34.722535 N Longitude: -79.213014 W Location description: Pipeline pro iect runs east to west, ayyroximately 33.6 miles, the 30 -inch pipeline will begin at the Duke Smith Energy Complex south of I-74 in Hamlet NC and end at the PNG Junction A substation ad'acent to NC - 710 in Pembroke, NC. Indicate Which of the Following Apply: A. Preliminary Determination X There are waters, including wetlands, on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. _ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. — The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at (910) 796-7215 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or I0 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Rachel Cal2ito at (910)-251-4487 or Rachel.A.Ca ito usace.arm .mil G Basis For Determination: The Corps has determined that the pipeline construction and buffer zones may impact streams, ponds and wetlands which meet the criteria as described in the 1987 Corps Wetland Delineation Manual and The Atlantic and Gulf Coastal Plain Regional Supplement. These features are considered potentially jurisdictional waters of the United States. D. Remarks: This project crosses county borders from Richmond to Robeson County. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. CAPITO.RACHEL.AO CM�El�R1136>,b,� 5: r. o -11S mVS,Uarcmmern.av-Cr0.ou-GA. Corps Regulatory Official: € 14.1536276790 'w -17M] If 11.15161]6190 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at httn://comsmapu.usace.armv.rnil/cm apex/f9p=136:4:0. SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at httu://www.usace.armv.mil/Missions/CivilWorks/Reg�ulatorvPro2ramandPermits.ast)x or Corns regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section lI of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Piedmont Natural Gas File Number: SAW -2016-02207 Date: July 21 2017 Attached is: See Section below ❑ INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A ❑ PROFFERED PERMIT (Standard Permit or Letter ofpermission) B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at httu://www.usace.armv.mil/Missions/CivilWorks/Reg�ulatorvPro2ramandPermits.ast)x or Corns regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section lI of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive al] rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer Attn: Rachel Capito CESAD-PDO 69 Darlington Ave U.S. Army Corps of Engineers, South Atlantic Division Wilmington, NC 28443 60 Forsyth Street, Room 1OM15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: I Telephone number: of appellant or For appeals on Initial Proffered Permits send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 ONPiedmont Natural Gas Supporting Documentation for PCN Application Appendix D: RIBITs Report and NCDEQ DMS Mitigation Acceptance Letter PNG Line 434 Extension Project Appendix D Page intentionally blank Inserted for double sided printing State: North Carolina County: Robeson(NC), Scotland(NC),Rlchmand(NC) 8 -Digit Hydrologic Unit Code: D3040201.03040203,03040204 USFWS Field Office: Raielgh USACE District: VVilmingtan NOAA Region: Southeast Mitigation/ onservation Banks & ILF Sites in Primary Service Area 0 Mitigation/ onservation Banks & ILF Sites in Secondary Service Area 0 Mitigationl onservation Banks & ILF Sites in Tertiary Service Area 0 ILF Program Advance Credits 0 Search Criteria: Excluding single clients Excluding banks with zero available credits Using service areae of rank Primary, secondary, Tertiary Found Banks ILF SIts e, and ILF Programs by 8 -dl it HUC IIHUC81IStat&IIDiatrictligervice Area Rank Credit Type BanklProgir Page intentionally blank Inserted for double sided printing �Tr­ A0*0,Pn F Servicvs 9"VIROMMEMIAL QUALITY September 19, 2017 Jason Brown Piedmont Natural Gas 4720 Piedmont Row Drive Charlotte, NC 28210 Project: PNG Line 434 ROY COOPER Governor MICHAEL S. REGAN Secmtary Expiration of Acceptance: 3/18/2018 Counties: Richmond, Scotland, Robeson This is a conditional acceptance letter. The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit1401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location (8 -digit HUC Impact Type Impact Quantity Yadkin 03040201 Riparian Wetland 1.59 Lumber 03040203* Riparian Wetland* 9.04 *Riparian credits are not currently available in this area; DMS proposes to offer riparian credits from Privateer Farms in the aq acent HUC Cype Fear 03030005 Lumber 03040204* _ Riparian Wetland* 9.46 *Riparian credits are not currently available in this area; DMS proposes to offer riparian credits from Privateer Farms in the adjacent HUC Cape Fear 03030005 Lumber 03040203 Non -Riparian Wetland 4.59 Non -Riparian Wetland** 3.08 Lumber ± 03040204** "non -riparian credits are not currently available in this HUC; DMS proposes to offer non -riparian credits in the Lumber 03040203 HUC Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. State ofNorth Carolina I Environmental Quality I Mitigation Services 1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000 919 707 8976 T Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. Sincerely, me . B Stanfill A Management Supervisor cc: Charles Benton, agent ONPiedmont Natural Gas Supporting Documentation for PCN Application Appendix E: USFWS Coordination PNG Line 434 Extension Project Appendix E Page intentionally blank Inserted for double sided printing A=COM January 25, 2017 Mr. Gary Jordan Raleigh Field Office US Fish and Wildlife Service P.O. Box 33726 Raleigh, North Carolina 27636-3726 AECOM 919 854 6200 tel 701 Corporate Center Drive 919 854 6259 fax Suite 475 Raleigh, North Carolina 27607 www.aecom.com Re: PNG Line 434 30 -inch Natural Gas Pipeline Robeson, Scotland, and Richmond Counties, North Carolina Dear Mr. Jordan: AECOM, on behalf of Piedmont Natural Gas (PNG), would like to request your agency's review of the proposed Line 434 30 -inch Natural Gas Pipeline Project. PNG is proposing to install approximately 33.6 miles of new 30 -inch natural gas pipe in Robeson, Scotland, and Richmond Counties, North Carolina. The project begins at NC Highway 710 in Robeson County and terminates at the Duke Smith Energy Center Complex, just west of Airport Road in Richmond County (see figures, Attachment A). The potential impact area runs the entire 33.6 miles and is approximately 200 feet wide, although slightly narrower or wider in some sections. The proposed pipeline runs directly parallel to an existing natural gas pipeline, the 120 -mile 20 -inch Sutton line. The proposed pipeline is offset from the Sutton line by approximately 30 feet, except in four areas where the proposed line diverges from the existing easement (see detail maps 2-5). Endangered Species Act In 2010, S&ME Inc. conducted a protected species assessment for the then -proposed 120 -mile Sutton pipeline, as well as a biological assessment for the red -cockaded woodpecker (RCW). The biological assessment concluded that no RCW habitat was located within one half mile of the Sutton pipeline. S&ME Inc. also conducted federally protected plant species surveys during appropriate times of the year, during which no protected plant species were observed. The USFWS provided comments in response to S&ME Inc.'s assessment in a letter dated May 21, 2011 (Attachment C). The USFWS concurred with the determination that the Sutton pipeline was not likely to adversely affect federally threatened or endangered species, and stated that the Section 7 (a)(2) requirements of the ESA had been satisfied for the project. Regarding the proposed Line 434 pipeline, AECOM obtained federally listed endangered and threatened species data from the USFWS county lists for Robeson, Scotland, and Richmond Counties. In addition, the NC Natural Heritage Program (NCNHP) Data Explorer website was used to generate a list of known element occurrences within one mile of the proposed project (Attachment B). The NCNHP lists one historical occurrence of RCW, located approximately 0.8 mile northeast of the proposed pipeline. Otherwise, there are no element occurrences of any federally threatened or endangered species located within one mile of the proposed project. In November and December, 2016, AECOM biologists conducted pedestrian surveys of the proposed project area for habitat and individual occurrences of the federally protected species listed for Robeson, Scotland, and Richmond Counties. These surveys were not conducted within the optimal survey windows for the plant species. A=COM Mr. Gary Jordan, USFWS January 25, 2017 Page 2 In lists updated on December 3, 2012, December 26, 2012, and July 24, 2015, respectively, the USFWS lists seven federally protected species for Robeson, Scotland, and Richmond Counties (Table 1). A brief description of each species' habitat requirements follows, along with the Biological Conclusion rendered based on survey results in the study area. Table 1. Federally protected species listed for project counties Scientific Name Common Name _T Counties Federal Habitat Biological Listed Status Present Conclusion Vertebrate: Alligator American alligator Robeson, T (S/A) N Not Required mississippiensis Scotland Robeson, Picoides borealis Red -cockaded Scotland, E N No effect woodpecker Richmond Vascular Plant: May effect, not Helianthus Schweinitz's schweinitzii sunflower Richmond E Y likely to adversely affect May effect, not Lysimachia Rough -leaf Scotland, asperulaefolia loosestrife Richmond E Y likely to adversely affect May effect, not Oxypolis canbyi Canby's dropwort Scotland E Y likely to adversely affect Robeson, May effect, not Rhus michauxii Michaux's sumac Scotland, E Y likely to Richmond adversely affect May effect, not Schwalbea American chaffseed Scotland E Y likely to americana adversely affect E - Endangered T (S/A) - Threatened due to similarity of appearance American Alligator USFWS Recommended Survey Window: year round (only warm days in winter) Habitat Description: In North Carolina, alligators have been recorded in nearly every coastal county, and many inland counties to the fall line. The alligator is found in rivers, streams, canals, lakes, swamps, and coastal marshes. Adult animals are highly tolerant of salt water, but the young are apparently more sensitive, with salinities greater than five parts per thousand considered harmful. Biological Conclusion: Not Required The American alligator is listed as Threatened due to Similarity of Appearance to the Endangered American crocodile, and is not afforded protection under Section 7 of the Endangered Species Act. A=COM Mr. Gary Jordan, USFWS January 25, 2017 Page 3 As such, Section 7 consultation with the USFWS is not required for this species. A review of the NCNHP records, accessed on October 14, 2016, indicates no known occurrences of American alligator within 1.0 mile of the study. Red -cockaded woodpecker USFWS optimal survey window: year round; April 1 through July 31 (optimal) Habitat Description: The red -cockaded woodpecker (RCW) typically occupies open, mature stands of southern pines, particularly longleaf pine (Pinus palustris), for foraging and nesting/roosting habitat. The RCW excavates cavities for nesting and roosting in living pine trees, aged 60 years or older, and which are contiguous with pine stands at least 30 years of age to provide foraging habitat. The foraging range of the RCW is normally no more than 0.5 mile. The USFWS RCW Recovery Plan outlines specific requirements for RCW foraging and nesting habitat (USFWS 2003). These requirements include, but are not limited to, little or no hardwood and/or pine midstory, pine stands of at least 30 years of age, and total stand basal area (BA) should be no higher than 80 square feet per acre. Biological Conclusion: No Effect Pedestrian surveys were conducted in November and December, 2016, within pine communities in the study area that could potentially contain habitat for RCW. It was determined that no suitable nesting or foraging habitat for RCW occurs within these communities due to their dense midstory, unsuitable tree diameter classes and stand age, and/or a BA higher than 80 square feet per acre. A review of NCNHP records, accessed on October 14, 2016, indicates no known RCW occurrences within 1.0 mile of the study area. Schweinitz's Sunflower USFWS Optimal Survey Window: late August through October Habitat Description: Schweinitz's sunflower occurs in full to partial sun and is found in areas with poor soils, such as thin clays that vary from wet to dry. It is believed that this species once occurred in natural forest openings or grasslands. Many of the remaining populations occur along roadsides. Biological Conclusion: May affect, not likely to adversely affect Surveys for Schweinitz's sunflower and its habitat were conducted during pedestrian surveys conducted in November and December, 2016. Suitable habitat for this species occurs along utility and transportation rights-of-way. No individuals were found during the survey. A review of the NCNHP records, accessed on October 14, 2016, indicates no known element occurrences within 1.0 mile of the study area. Rough -leaf loosestrife USFWS optimal survey window: Mid May through June Habitat Description: This species generally occurs in the ecotones or edges between longleaf pine uplands and pond pine pocosins (areas of dense shrub and vine growth usually on a wet, peaty, poorly drained soil) on moist to seasonally saturated sands and on shallow organic soils overlaying sand. Rough -leaf loosestrife has also been found on deep peat in the low shrub community of large A=COM Mr. Gary Jordan, USFWS January 25, 2017 Page 4 Carolina bays (shallow, elliptical, poorly drained depressions of unknown origin). The grass -shrub ecotone, where rough -leaf loosestrife is found, is fire -maintained, as are the adjacent plant communities (longleaf pine - scrub oak, savanna, flatwoods, and pocosin). Suppression of naturally - occurring fire in these ecotones results in shrubs increasing in density and height and expanding to eliminate the open edges required by this plant. Several populations are known from roadsides and power line rights of way where regular maintenance mimics fire and maintains vegetation so that herbaceous species are open to sunlight. Biological Conclusion: May effect, not likely to adversely affect Within the project study area, suitable habitat consists of Carolina bays, mesic pine flatwoods, and various poorly drained sites. A review of the NCNHP records, accessed on October 14, 2016, indicates no known element occurrences of rough -leaf loosestrife within 1.0 mile of the study. No populations or individuals of rough -leaf loosestrife were identified within the study area during pedestrian surveys conducted in November and December, 2016. Canby's Dropwort USFWS Optimal Survey Window: Mid -July through September Habitat Description: Canby's dropwort has been found in a variety of coastal plain habitats, including natural ponds dominated by pond cypress, grass -sedge dominated Carolina bays, wet pine savannas, shallow pineland ponds and cypress -pine swamps or sloughs. The largest and most vigorous populations have been found in open bays or ponds that are wet throughout most of the year but which have little or no canopy cover. Soils are sandy loams or acidic peat mucks underlain by clay layers which, along with the slight gradient of the areas, result in the retention of water. Biological Conclusion: May affect, not likely to adversely affect Pedestrian surveys for Canby's dropwort and its habitat were conducted in November and December, 2016. Suitable habitat for this species occurs within some of the wetland areas. No individuals were found during the survey. A review of the NCNHP records, accessed on October 14, 2016, indicates no known element occurrences within 1.0 mile of the study area. Michaux's Sumac USFWS optimal survey window: May through October Habitat Description: Michaux's sumac, endemic to the inner Coastal Plain and lower Piedmont, grows in sandy or rocky, open, upland woods on acidic or circumneutral, well -drained sands or sandy loam soils with low cation exchange capacities. The species is also found on sandy or submesic loamy swales and depressions in the fall line Sandhills region as well as in openings along the rim of Carolina bays; maintained railroad, roadside, power line, and utility rights-of-way; areas where forest canopies have been opened up by blowdowns and/or storm damage; small wildlife food plots; abandoned building sites; under sparse to moderately dense pine or pine/hardwood canopies; and in and along edges of other artificially maintained clearings undergoing natural succession. In the central Piedmont, it occurs on clayey soils derived from mafic rocks. The plant is shade intolerant and, therefore, grows best where disturbance (e.g., mowing, clearing, grazing, periodic fire) maintains its open habitat. A=COM Mr. Gary Jordan, USFWS January 25, 2017 Page 5 Biological Conclusion: May affect, not likely to adversely affect Within the project study area, suitable habitat for Michaux's sumac consists of maintained utility and transportation easements and areas along the edges of Carolina bays. A review of the NCNHP records, accessed on October 14, 2016, indicates no known element occurrences of Michaux's sumac within 1.0 mile of the study. No populations or individuals of Michaux's sumac were identified within the study areas during pedestrian surveys conducted in November and December, 2016. American Chaffseed USFWS optimal survey window: May through August (1-2 months after fire) Habitat Description: American chaffseed occurs in sandy (sandy peat, sandy loam), acidic, seasonally moist to dry soils. It is generally found in habitats described as open, moist pine flatwoods, fire - maintained savannas, ecotonal areas between peaty wetlands and xeric sandy soils, and other open grass -sedge systems. Chaffseed is dependent on factors such as fire, mowing, or fluctuating water tables to maintain the crucial open to partly -open conditions that it requires. Historically, the species probably existed on savannas and pinelands throughout the coastal plain and on sandstone knobs and plains inland where frequent, naturally occurring fires maintained these sub -climax communities. Under these conditions, herbaceous plants such as Schwalbea were favored over trees and shrubs. Biological Conclusion: May affect, not likely to adversely affect Within the project study area, suitable habitat for American chaffseed consists of pine flatwoods and transitional areas between wetlands. A review of the NCNHP records, accessed on October 14, 2016, indicates no known element occurrences of American chaffseed within 1.0 mile of the study. No populations or individuals of American chaffseed were identified within the study areas during pedestrian surveys conducted in November and December, 2016. Bald Eagle and Golden Eagle Protection Act A review of the NCNHP records, accessed on October 14, 2016, indicated no known bald eagle occurrence within 1.0 mile of the study area. No bald eagles, bald eagle nests, or suitable habitat were observed within the study area during pedestrian surveys conducted in November and December, 2016 Based on the results of our review of the NCNHP records, our pedestrian surveys, and the absence of individuals or populations of protected plant species found during S&ME Inc.'s survey of the directly adjacent Sutton line during appropriate optimal survey windows in 2010, we propose a "May affect, not likely to adversely affect" conclusion for each of the federally protected plant species. We did not observe any suitable habitat for the RCW during our pedestrian surveys. Given this, and the fact that S&ME Inc. did not find any suitable habitat for the RCW within one half mile during their biological assessment for the directly adjacent Sutton pipeline, we propose a "No effect" conclusion for this species. We would appreciate your concurrence with the biological conclusions listed above. We would also appreciate your agency providing comments on any possible issues that might emerge with respect to endangered species, critical habitat, migratory birds, or other trust resources from the proposed project area. A preliminary jurisdictional determination for Waters of the US, including wetlands, is A=COM Mr. Gary Jordan, USFWS January 25, 2017 Page 6 pending the USACE review of our field delineation. Horizontal Directional Drilling (HDD) is proposed for the Lumber River crossing, and several other large wetland/stream crossings. Please contact me at (919) 239-7133 or paul.gerlach@aecom.com if you have any questions regarding this request. Sincerely, AECOM 4jaj-� Paul Gerlach Environmental Scientist Enclosures Attachment A — Figures Attachment B — NCNHP Report Attachment C — USFWS Section 7(a)(2) Response Letter to S&ME From: Ellis, John [mailto:john_ellisQfws.gov] Sent: Thursday, February 16, 2017 11:40 AM To: Gerlach, Paul Subject: PNG line 434 30" line? Paul, How many additional feet of clearing would occur for the new pipeline? For example it may now be a 100 ft corridor but the new one will need to widen that to 180 ft (just making up numbers). Thanks John From: Gerlach, Paul To: "Ellis. John" Subject: RE: PNG line 434 30" line? Date: Friday, February 24, 2017 4:57:00 PM Attachments: Alignment Figures 1-3.odf Clearing Limits Figures 1-3.odf Hi John, I was able to obtain some additional information about the project from the engineers. Clearing and grubbing along the new pipeline will vary in different areas (up to 70 feet of permanent clearing and 90 feet of temporary clearing). There are three (3) general scenarios that we describe below, and that are depicted on the attached "Clearing Limits Figures 1-3." Various sections of the proposed pipeline will require one of the three scenarios. In addition, subsequent to our initial correspondence letter, the project alignment has been redesigned in several locations. While most of the alignment is still collocated adjacent to the existing Line 175, there are now eight (8) areas where the proposed pipeline will diverge from the existing easement. These areas are presented on the attached "Alignment Figures 1-3." Clearing Limits Figure 1: The proposed 30 -inch Line 434 pipeline is collocated adjacent to the existing Line 175 (Sutton Line) pipeline, and will require 70 feet of permanent easement (50 feet and 20 feet each side of centerline). The proposed pipeline would be offset from the existing pipeline by 30 feet. Along the existing pipeline side, 50 feet is already cleared within the existing Line 175 easement. The 20 feet of permanent easement located along the other side of the proposed pipeline is also within cleared easement. As such, no permanent clearing is required for the 70 -foot easement around the proposed pipeline for this scenario. In addition to the permanent easement, temporary clearing is required for the construction of the pipeline. The limits of the temporary workspace (TWS) extend 110 feet from the centerline of the proposed pipeline. As such, 90 feet of temporary clearing would occur for this scenario. Post - construction, the TWS will be seeded with a native grass mix and allowed to revert back to a forested condition via natural seed recruitment from the adjacent canopy. Clearing Limits Figure 2: The proposed pipeline is collocated adjacent to the existing Line 1 pipeline, and will require 70 feet of permanent easement (50 feet and 20 feet each side of centerline). The proposed pipeline would be offset from the existing pipeline by 30 feet. Along the existing pipeline side, 50 feet is already cleared within the existing Line 175 easement. The 20 feet of permanent easement located along the other side of the proposed pipeline would be located outside of the existing cleared easement. As such, 20 feet of permanent clearing is required for the 70 -foot easement around the proposed pipeline for this scenario. The limits of the TWS extend 110 feet from the centerline of the proposed pipeline. As such, another 90 feet of temporary clearing would occur for this scenario. Post -construction, the TWS will be seeded with a native grass mix and allowed to revert back to a forested condition via natural seed recruitment from the adjacent canopy. Clearing limits Figure 3: The pipeline is re-routed away from the existing Line 175/Line 1 easement. The re-routed permanent easement will be 70 feet (50 feet and 20 feet each side of centerline). As such, 70 feet of permanent clearing is required around the proposed pipeline for this scenario. The limits of the TWS extend 110 feet from the centerline of the proposed pipeline. As such, 60 feet of temporary clearing would occur for this scenario. Post -construction, the TWS will be seeded with a native grass mix and allowed to revert back to a forested condition via natural seed recruitment from the adjacent canopy. Extra Workspace: Finally, there will be extra workspace (EWS) needed for Horizontal Directional Drilling (HDD) under large wetlands/waters. HDD pads are generally 200 feet by 250 feet. The placement of these HDD pads has not been finalized yet, but it is anticipated that they would be situated both within the existing cleared easement and within un -cleared areas. All clearing for HDDs would be temporary. Please let me know if you have any questions regarding this information, or if there are any specific locations of concern that you would like more specific information about. Thanks, Paul Gerlach Environmental Scientist D 1-919-239-7133 paul.gerlach aecom.com AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com From: Ellis, John [mailto:john_ellis@fws.gov] Sent: Friday, March 24, 2017 11:06 AM To: Gerlach, Paul; Dale Suiter Subject: Re: PNG line 434 30" line? So to summarize, there will be additional clearing for the pipeline but no pine habitat to be cleared was suitable for RCW foraging based on the Nov and Dec 2016 pedestrian surveys. Since it was a late fall, I will double check with our botanist to see if the plant determinations are acceptable or if surveys will need to be conducted during the optimal survey window. Do you know the name of the person who did the plant surveys? John ---------- Forwarded message ---------- From: Gerlach, Paul <naul.gerlachUaecom.com> Date: Fri, Mar 24, 2017 at 11:39 AM Subject: RE: PNG line 434 30" line? To: "Ellis, John" <john_ellis(&,fws.gov>, Dale Suiter <dale_suiterC&,fws.gov> John, Thanks for your response. That is correct — during Nov and Dec 2016 (survey of old proposed alignment, shown on attached Alignment Figures 1-3), and March 2017 (survey of new proposed alignment, shown on the same figures), the entire project area was covered with pedestrian surveys, and no suitable RCW habitat was observed, based on inappropriate stand age, understory thickness, or basal area. Pedestrian surveys for protected plant species were conducted during the same months by the following AECOM staff members: Charles Benton (Nov, Dec) Ron Johnson (Mar) Paul Masten (Mar) Kevin Lapp (Mar) Paul Gerlach (Nov, Dec) Chris Inscore (Nov, Dec, Mar) Peyton Daly (Nov, Dec, Mar) I've also attached our original correspondence letter, for Dale's reference, containing our Biological Conclusions for protected plant species. The figures shown in this letter show the old alignment, but the revised alignment can be found on the attached Alignment Figures 1-3. Please let me know if you need any additional information or if you have any questions. Thanks, Paul Gerlach Environmental Scientist D 1-919-239-7133 paul.gerlach aecom.com AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com From: Ellis, John [mailto:john_ellis@fws.gov] Sent: Tuesday, March 28, 2017 7:52 AM To: Gerlach, Paul; Leigh Mann Subject: Fwd: PNG line 434 30" line? Paul, The Service concurs with your determinations for listed species. John From: Gerlach, Paul To: "Ellis, John"; "Leigh Mann" Subject: RE: PNG line 434 30" line? Date: Tuesday, May 02, 2017 10:26:00 AM Attachments: Figure 1.odf Figure 2.odf project report line 434 richmond mill lake 7091 7091.12df Hi John, I'd like to give you an update on the Piedmont Natural Gas (PNG) Line 434 natural gas pipeline project that you reviewed a couple of months ago. PNG is now proposing to reroute approximately 5 miles of the alignment in Scotland County, as shown on the attached Figure 1(Richmond Mill Lake Reroute). Last week, AECOM surveyed this reroute study area for listed threatened and endangered species and habitat. No protected plant species were observed during this survey; however, possible habitat for the red -cockaded woodpecker (RCW) was observed in two locations along the new proposed alignment. These locations are shown on the attached Figure 2. The first area, labeled as "future potential RCW foraging habitat," had the following characteristics: • Basal area was averaged to around 100 sgft/ac., using a 10 factor prism. • Understory was variable in appearance. Some areas were sparse, with wiregrass present. Other areas were thick with blackberry, muscadine, and honeysuckle vines, 4-6 ft tall. • Mid -story was also variable. In some areas, mid -story was sparse to non-existent. Other areas had dense hardwood mid -story. • Based on the private lands guidance in the RCW Recovery Plan (USFWS 2003), this area meets the stand age requirement for foraging habitat — stand age was about 30 years. • It does not meet any other requirements (ideal basal area, lack of hardwood mid -story, prescription burning). • Based on the RCW Recovery Plan, this would qualify as "Future Potential Habitat" if it were thinned and burned AND if there is a cluster found within 0.25 mile and another foraging stand or existing cluster within 200 ft. The area labeled as "Suitable RCW Nesting Habitat" had the following characteristics: • Ideal appearance for nesting habitat. However, AECOM did not measure basal area, tree age, or DBH. Estimated 60-70 sgft/ac. basal area, no mid -story, sparse understory (wiregrass), 80 - year -old+ longleaf. Appears to be maintained with prescribed fire, as there were fire lines in place. This would also meet requirements for foraging habitat, if it is within 0.25 mile of an existing cluster and 200 ft from existing foraging habitat or an existing cluster. Additionally, according to the NC NHP, there is a current element occurrence of RCW (EO ID 24044) located approximately 0.6 mile north of the study area, as shown on the attached figures. AECOM confirmed the presence of individual birds and active RCW nests at this location, directly adjacent to McFarland Road, on April 25, 2017. No active nests or individuals of RCW were observed within the project study area. Based on our habitat observations within the reroute study area, and the lack of active nests found within the immediate vicinity, AECOM proposes changing our original biological conclusion for RCW from No Effect, to May Affect, Not Likely to Adversely Affect. We would appreciate your review of this reroute area, as well as any comments regarding our biological conclusion and whether any additional surveys may be required. PNG has a tight timeline for this project, so we would like to notify them as soon as possible whether the project is in compliance with the ESA. Please let me know if you have any questions or if you need any additional information. Thanks, Paul Gerlach Environmental Scientist D 1-919-239-7133 paul.gerlach e aecom.com AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com From: Gerlach, Paul Sent: Wednesday, March 29, 2017 2:31 PM To: 'Ellis, John'; Leigh Mann Subject: RE: PNG line 434 30" line? John, Thanks. We'll be sure to let you know if anything changes with the project plans. We appreciate your review of this project. From: Gerlach, Paul To: "Ellis, John" Cc: John Hammond; Leigh Mann Subject: RE: PNG line 434 30" line? Date: Friday, June 02, 2017 12:06:00 PM John, Yes, thanks very much — we'll let the client know that surveys will need to be conducted. Have a great weekend, Paul Gerlach Environmental Scientist D 1-919-239-7133 paul.gerlach e aecom.com AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com From: Ellis, John [mailto:john—ellis@fws.gov] Sent: Friday, June 02, 2017 10:42 AM To: Gerlach, Paul Cc: John Hammond; Leigh Mann Subject: Re: PNG line 434 30" line? Paul, I conferred with John, and we recommend that red cockaded woodpecker surveys be conducted in a half mile radius of any pines 10" dbh or greater that are to be removed in the area of suitable habitat. The information will be used in our review of the Sect 7 determination. Will this be sufficient? John On Fri, Jun 2, 2017 at 9:49 AM, Gerlach, Paul <paul.gerlach(&,aecom.com> wrote: Hi John, Thanks for your response. To answer John's questions, yes, pines greater than or equal to 10 inches dbh will be removed in the area of suitable nesting habitat for both the permanent easement (approximately 70 feet maximum) and temporary easements (approximately 90 feet maximum). A survey for RCW was only conducted within approximately 300 -feet of the proposed centerline of the pipeline. Additional survey area (e.g. 1/2 mile radius of the trees to be removed) was not in our scope -of -work. Our current coordination with your agency on this issue is to determine if this additional survey area for RCW is recommended by the USFWS. If it is recommended, we would appreciate this recommendation be provided in writing (email is fine), so that we may inform our client of the additional scope -of -work required to satisfy the regulatory requirements for this project. Please let me know if you need any additional information. Thanks, Paul Gerlach Environmental Scientist D 1-919-239-7133 paul.gerlach e aecom.com AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com From: Ellis, John [mailto:john ellis(a)fws.gov] Sent: Thursday, June 01, 2017 4:36 PM To: Gerlach, Paul; John Hammond Cc: Leigh Mann Subject: Re: PNG line 434 30" line? John H. and I spoke and he asked if pines greater than or equal to 10 inches dbh will be removed in the area of suitable nesting habitat. If so, did you all survey a 1/2 mile radius of the trees to be removed? John From: Gerlach, Paul To: "Ellis, John" Cc: John Hammond Subject: PNG Line 434 RCW Survey Date: Friday, June 16, 2017 2:10:00 PM Attachments: PNG Line 434 RCW memo 2017 06 16.pdf Hi John, In accordance with your June 2 request for RCW surveys along areas of the Piedmont Natural Gas (PNG) Line 434 project, and on behalf of PNG, AECOM recently conducted surveys within a half -mile radius of any pines 10 inches DBH or greater that will be removed within the area of suitable habitat. The results of these surveys are summarized in the attached memo. Please let me know if you have any questions regarding this information. Thanks, Paul Gerlach Environmental Scientist D 1-919-239-7133 paul.gerlach aecom.com AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com From: Ellis, John To: Gerlach, Paul Cc: John Hammond Subject: Re: PNG Line 434 RCW Survey Date: Wednesday, July 05, 2017 10:02:56 AM Paul, Thanks for the information. The Service concurs with your "no effect" determination. John Ellis On Fri, Jun 16, 2017 at 2:11 PM, Gerlach, Paul <paul.gerlach4aecom.com> wrote: Hi John, In accordance with your June 2 request for RCW surveys along areas of the Piedmont Natural Gas (PNG) Line 434 project, and on behalf of PNG, AECOM recently conducted surveys within a half -mile radius of any pines 10 inches DBH or greater that will be removed within the area of suitable habitat. The results of these surveys are summarized in the attached memo. Please let me know if you have any questions regarding this information. Thanks, Paul Gerlach Environmental Scientist D 1-919-239-7133 AECOM 701 Corporate Center Drive, Suite 475, Raleigh, North Carolina 27607 T 1-919-854-6200 www.aecom.com MYPiedmont Natural Gas Supporting Documentation for PCN Application Appendix F: NPS Coordination Letter PNG Line 434 Extension Project Appendix F Page intentionally blank Inserted for double sided printing IN REPLY REFER TO: 1.A.2. (SERO -PQ United States Department of the Interior NATIONAL PARK SERVICE Southeast Regional Office Atlanta Federal Center 1924 Building 100 Alabama St., SW. Atlanta, Georgia 30303 JUL 11 2W Charlie Benton, PWS AECOM 701 Corporate Center Drive, Suite 475 Raleigh, North Carolina 27607 Re: Piedmont Natural Gas Line 434 Looping Project Dear Mr. Benton: NATIONAL PARK SERVICE We have reviewed the project materials you provided and have determined that, under the primary design alternative which uses horizontal directional drilling (HDD), the proposed project does not trigger a formal Section 7 determination by the National Park Service (NPS) in accordance with the Wild and Scenic Rivers Act (WSRA). However, in the unlikely event that HDD becomes infeasible, any contingencies that involve ground disturbance within the river's bed and banks (e.g., open cut) would trigger further review under Section 7 of the WSRA and may in fact result in direct and adverse effects to the river's values. If the HDD crossing proves unsuccessful and the non -HDD contingency plan becomes necessary, please contact the NPS for additional consultation and analysis prior to any ground disturbance within the bed and banks of the Lumber River. Should you have any questions, please contact Jeffrey R. Duncan, PhD, Fishery Ecologist & Water Quality Specialist, at 423-987-6127 or jeff duncan@nps.gov. Sincerely, en West Chief, Planning and Compliance Division Page intentionally blank Inserted for double sided printing MYPiedmont Natural Gas Supporting Documentation for PCN Application Appendix G: NC HPO Coordination PNG Line 434 Extension Project Appendix G Page intentionally blank Inserted for double sided printing Benton, Charles From: DePalma, Alicia <alicia.depalma@duke-energy.com> Sent: Thursday, September 07, 2017 2:56 PM To: Jorgenson, Matt Cc: Brown, Jason A.; Benton, Charles; Lane, Mike Subject: FW: ER#17-0077 Received a response from SHPO. See below. Alicia DePalma Environmental Siting and Licensing Support 4720 Piedmont Row Drive Charlotte, NC 28210 (704) 731-4118 Office (704) 763-9311 Mobile alicia.depalma(a�-duke-energy.com From: Gledhill-earley, Renee [mailto:renee.gledhill-earley cdcr.gov] Sent: Thursday, September 07, 2017 1:38 PM To: DePalma, Alicia <alicia.depalma uke-energy.com> Subject: RE x#17-0077 *** Exercise caution. This is an EXTERNAL email. DO NOT open attachments or click links from unknown senders or unexpected email. *** We have your August ls'submittal. It is under review. Due to severe staffing situation, we are a bit behind in responding. Thank you for your patience. Renee Gledhill -Earley Environmental Fbview Coordinator Sate Historic Preservation Office 109 E Jones St MSC 4601 Raleigh, NC 27699 919 807 6579 office ■ NC DEPARTMENT OF W s NATURAL AND CULTURAL RESOURCES Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Please Note: Requestsfor project review or responsesto our review commentsshould be sent to our Environmental Review emailboxat environmental.review(cD-ncdcr.gov Otherwise, I will have to return your request and askthat you send it to the proper mailbox Thiswill cause delaysin your project. Information on email project submittal isat: http://www.hpo.ncdcr.gov/er/er email submittal.html 1 From: DePalma, Alicia[mailto:alicia.depalma(a�-duke-energy.coml Sent: Thursday, September 07, 2017 11:47 AM To: Gledhill-earley, Renee <renee.gledhiII-earl ey(a�ncdcr.gov> Subject: U4M7-0077 Hi Ms. Gledhill -Earley, I would like to follow-up on the concurrence request dated August 1 st for ER#17-0077 to ensure you received it and if you had any questions. Please let me know if we need to resend. Thank you. Alicia DePalma Environmental Siting and Licensing Support 4720 Piedmont Row Drive Charlotte, NC 28210 (704) 731-4118 Office (704) 763-9311 Mobile alicia.depalma(a_)duke-energy.com North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Governor Roy Cooper Secretary Susi H. Hamilton January 27, 2017 Matthew Jorgenson AECOM 701 Corporate Center Drive, Suite 475 Raleigh, NC 27607 matt. j orgenson@aecom. com Re: Construct Piedmont Natural Gas Line 434 30" Loop Pipeline; Richmond, Scotland, and Robeson Counties; ER 17-0077 Dear Mr. Jorgenson: Office of Archives and History Deputy Secretary Kevin Cherry Thank you for your letter of January 4, 2017, concerning the above project. We have reviewed the information provided and offer the following comments. There are 23 previously recorded archaeological sites located within the Area of Potential Effects (APE) for the proposed Piedmont Natural Gas (PNG) Line 434 Pipeline, and five additional sites are located in close proximity to the APE. All of these sites were determined not eligible for listing in the National Register of Historic Places (NRHP) or were recommended for no further work. The proposed corridor for the Line 434 Pipeline is offset and parallel to the existing Sutton Pipeline in all but four places, where the two lines diverge. An archaeological survey is not necessary in portions of the proposed pipeline corridor that are immediately offset from and paralleling the Sutton Pipeline because the existing line was subjected to an intensive cultural resources survey between June 2010 and August 2011 (Nagel et al. 2011). This survey covered a vast majority of the current APE for the proposed Line 434 Pipeline. An archaeological survey is not necessary in the furthest west area where Line 434 diverges from the Sutton Pipeline, in the third divergent area going west to east, or in the furthest east of the divergent areas because conditions in these locations have a relatively low potential for containing significant, intact archaeological sites. We do, however, recommend that an intensive archaeological survey be conducted in the second of four divergent areas going west to east. This area is near where McFarland Road crosses the Laurinburg and Southern Railroad, north of the town of Laurinburg. There is a cemetery located on the north side of McFarland Road and west of the railroad, approximately 50 m south of the proposed APE for Line 434. In addition to an intensive archaeological survey of this overall area, special attention should be paid to the area around the cemetery to ensure that the pipeline will not impact the cemetery or any potentially unmarked burials that may be associated with the cemetery. Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 276994617 Telephone/Fax: (919) 807-6570/807-6599 Two copies of all resulting archaeological reports, as well as one copy of the North Carolina site form for each site recorded, should be forwarded to the Office of State Archaeology through this office for review and comment as soon as they are available and in advance of any construction or ground disturbance activities. We have determined that the project as proposed will not have an effect on any historic structures. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or environmental.review(kncdcr.,izov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, Ramona M. Bartos