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HomeMy WebLinkAbout20170904 Ver 1_401 Application_20170717Via Federal Express and Email July 17, 2017 US Army Corps of Engineers Washington Regulatory Field Office 2407 West 5th Street Washington, North Carolina 27889 Attention: Mr. Kyle Barnes Re: Pre -Construction Notification Jamesville Road Solar, LLC Proposed Solar Development Pulp Mill Road & Elwood Holliday Road Jamesville, Martin County, North Carolina H&H Job No. SEO.002-2 Dear Kyle: 1.0 Introduction w; hart °"'' hickman SMARTER ENVIRONMENTAL SOLUTIONS 201 70 904 oGC�GOML� JUL 2 4 2017 DEQ -WATER RE U ES 401 &BUFFER PERMITTING On behalf of the property developer, Hart & Hickman, PC (H&H) is submitting the attached Pre - Construction Notification (PCN) for the proposed construction of a solar development facility in Jamesville, Martin County, North Carolina (Site or subject Site). The Site consists of an approximate 121 -acre parcel of primarily agricultural land located northeast of the intersection of Pulp Mill Road and Elwood Holliday Road (Parcel # 0100322). H&H is submitting the PCN application to the U.S. Army Corps of Engineers (USACE) and requesting impacts to a stream under Nationwide Permit (NWP) #14. H&H is also seeking concurrence from the North Carolina Department of Environmental Quality (DEQ) Division of Water Resources (DWR) to impact an on -Site stream under the corresponding Water Quality Certificate (WQC) #4088. H&H previously submitted a Preliminary Jurisdictional Determination (PJD) Request to Mr. Kyle Barnes of the USACE Washington Regulatory Field Office for approval and Mr. J.C. Weaver of H&H met with Mr. Barnes on December 16, 2015 to review the stream and wetland 2923 South Tryon Street, Suite 100 ( 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com 704.586.0007 main 919.847.4241 main Mr. Kyle Barnes July 17, 2017 Page 2 boundaries. After implementing recommended adjustments to stream and wetland boundaries, Mr. Barnes verbally approved H&H's flagged boundaries for two streams and one wetland discussed below. Mr. Barnes has yet to issue written approval for the PJD request pending review of a completed survey plat for the on -Site streams and wetlands. A complete PJD request with a survey plat is included in Appendix E. 2.0 Stream and Wetland Delineation Streams As mentioned above, H&H conducted a stream and wetland delineation of the subject Site in October 2015. During the survey, H&H identified the following two (2) streams on the Site that convey Site drainage, and which appear to maintain characteristics consistent with those of a jurisdictional stream: • Stream `A' (SCA) - an approximate 1,057 linear ft (LF) intermittent stream located in the northwestern portion of the Site that originates at Wetland `A'; and • Stream `B' (SCB) — an approximate 63 LF intermittent stream located in the northeastern portion of the Site. Wetland During the survey, H&H identified the following area on the Site, which appears to maintain characteristics consistent with those of a jurisdictional wetland: • Wetland `A' — approximate 0.606 -acre wetland area located in the west -central portion of the Site. Drainage from Wetland `A' is conveyed in northerly direction towards SCA and then continues off -Site in a northwesterly direction. Wetland `A' consists primarily of forested vegetation. 14 hart 0%%w hickman S\AAA-Master Projects\Sun Energy 1 (SEO)\SEO-002\Site 3 Pulp Mill Road\PCN\Cover Letter dc SMARTER ENVIRONMENTAL SOLUTIONS Mr. Kyle Barnes July 17, 2017 Page 3 Surface Water Feature There is also a jurisdictional surface water feature (SWA) located in the north -central portion of the Site that encompasses approximately 0.282 acre. 3.0 Proposed Impacts to Jurisdictional Features Permanent Impacts To facilitate the development of an access roadway in the west -central portion of the Site, the developer is proposing the following: • Impact 1 - consists of filling approximately 116 LF of intermittent stream SCA in the western portion of Site. The stream impact is associated with the proposed development of a 20 -foot wide access roadway across to the western portion of the Site. The proposed stream impact includes installation of a 48 -inch reinforced concrete pipe (RCP) culvert to cross the stream and to provide vehicular access to the northwestern portion of the Site. Impact 1 also includes the installation of a rip rap outlet protection on the downgradient side of the proposed 48 -inch RCP culvert. Site developers have decided to completely avoid Wetland `A', SCB, and SWA to minimize impacts to on -Site wetlands, streams, and surface water. Miti ag t Mitigation is typically required by the USACE Wilmington District Final Regional Conditions for Nationwide Permits for impacts greater than 150 LF of stream bed. Due to proposed stream impacts of 116 LF to SCA, compensatory mitigation is not currently proposed for this project. H&H is seeking a Nationwide Permit #14 verification for this development. A copy of the PCN submittal package has also been forwarded to DEQ DWR to request a corresponding WQC #4088. hart hickman S IAAA-Master Projects\Sun Energy 1 (SEO)\SEO-002\Site 3 Pulp Mill Road\PCN\Cover letter. doc SMARTER ENVIRONMENTAL SOLUTIONS Mr. Kyle Barnes July 17, 2017 Page 4 Should you have any questions or need any additional information, please feel free to contact us. Very truly yours, Hurt & Hickman, PC Matt Ingalls Project Manager Attachments Danielle Birmingham Asst. Project Environmental Scientist cc: NC DWR 401 & Buffer Permitting Unit, Raleigh, NC (4 Copies of PCN and $240.00 Check via FedEx) Mr. Kelly Hoyt, SunEnergyl (via email) S \.AAA -Master ProjectsSun Energ}1 ISE0I\SE0-002\Srte 3 Pulp Mill Road'%PCN\Cover Letter doc hart ` hickman SMARTER ENVIRONMENTAL SOLUTIONS Pre -Construction Notification Jamesville Road Solar, LLC Proposed Solar Development Pulp Mill Road & Elwood Holliday Road Jamesville, North Carolina H&H Job No. SEO.002-2 July 17, 2017 '4 �; hart '''�• hickman IUL 2. 4. 2017 SMARTER ENVIRONMENTAL SOLUTIONS #C-1269 Engineering #-245 Geology 2923 South Tryon Street, Suite 100 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com 704.586.0007 main 919.847.4241 main Via Federal Express and Email July 17, 2017 US Army Corps of Engineers Washington Regulatory Field Office 2407 West 5th Street Washington, North Carolina 27889 Attention: Mr. Kyle Barnes Re: Pre -Construction Notification Jamesville Road Solar, LLC Proposed Solar Development Pulp Mill Road & Elwood Holliday Road Jamesville, Martin County, North Carolina H&H Job No. SEO.002-2 Dear Kyle: 1.0 Introduction hart ® hickman SMARTER ENVIRONMENTAL SOLUTIONS On behalf of the property developer, Hart & Hickman, PC (H&H) is submitting the attached Pre - Construction Notification (PCN) for the proposed construction of a solar development facility in Jamesville, Martin County, North Carolina (Site or subject Site). The Site consists of an approximate 121 -acre parcel of primarily agricultural land located northeast of the intersection of Pulp Mill Road and Elwood Holliday Road (Parcel # 0100322). H&H is submitting the PCN application to the U.S. Army Corps of Engineers (USACE) and requesting impacts to a stream under Nationwide Permit (NWP) #14. H&H is also seeking concurrence from the North Carolina Department of Environmental Quality (DEQ) Division of Water Resources (DWR) to impact an on -Site stream under the corresponding Water Quality Certificate (WQC) 44088. H&H previously submitted a Preliminary Jurisdictional Determination (PJD) Request to Mr. Kyle Barnes of the USACE Washington Regulatory Field Office for approval and Mr. J.C. Weaver of H&H met with Mr. Barnes on December 16, 2015 to review the stream and wetland 2923 South Tryon Street, Suite 100 ( 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com 704.586.0007 main 919.847.4241 main Mr. Kyle Barnes July 17, 2017 Page 2 boundaries. After implementing recommended adjustments to stream and wetland boundaries, Mr. Barnes verbally approved H&H's flagged boundaries for two streams and one wetland discussed below. Mr. Barnes has yet to issue written approval for the PJD request pending review of a completed survey plat for the on -Site streams and wetlands. A complete PJD request with a survey plat is included in Appendix E. 2.0 Stream and Wetland Delineation Streams As mentioned above, H&H conducted a stream and wetland delineation of the subject Site in October 2015. During the survey, H&H identified the following two (2) streams on the Site that convey Site drainage, and which appear to maintain characteristics consistent with those of a jurisdictional stream: • Stream `A' (SCA) - an approximate 1,057 linear ft (LF) intermittent stream located in the northwestern portion of the Site that originates at Wetland `A'; and 0 Stream `B' (SCB) — an approximate 63 LF intermittent stream located in the northeastern portion of the Site. Wetland During the survey, H&H identified the following area on the Site, which appears to maintain characteristics consistent with those of a jurisdictional wetland: • Wetland 'A'— approximate 0.606 -acre wetland area located in the west -central portion of the Site. Drainage from Wetland `A' is conveyed in northerly direction towards SCA and then continues off -Site in a northwesterly direction. Wetland `A' consists primarily of forested vegetation. hart hickman SAAAA-Master Projects\Sun Energy 1 (SE0)\SE0-002\Site 3 Pulp Mill Road\PCN\Cowr Letter. doc SMARTER ENVIRONMENTAL SOLUTIONS Mr. Kyle Barnes July 17, 2017 Page 3 Surface Water Feature There is also a jurisdictional surface water feature (SWA) located in the north -central portion of the Site that encompasses approximately 0.282 acre. 3.0 Proposed Impacts to Jurisdictional Features Permanent Impacts To facilitate the development of an access roadway in the west -central portion of the Site, the developer is proposing the following: • Impact I - consists of filling approximately 116 LF of intermittent stream SCA in the western portion of Site. The stream impact is associated with the proposed development of a 20 -foot wide access roadway across to the western portion of the Site. The proposed stream impact includes installation of a 48 -inch reinforced concrete pipe (RCP) culvert to cross the stream and to provide vehicular access to the northwestern portion of the Site. Impact 1 also includes the installation of a rip rap outlet protection on the downgradient side of the proposed 48 -inch RCP culvert. Site developers have decided to completely avoid Wetland `A', SCB, and SWA to minimize impacts to on -Site wetlands, streams, and surface water. Mitigation Mitigation is typically required by the USACE Wilmington District Final Regional Conditions for Nationwide Permits for impacts greater than 150 LF of stream bed. Due to proposed stream impacts of 116 LF to SCA, compensatory mitigation is not currently proposed for this project. H&H is seeking a Nationwide Permit #14 verification for this development. A copy of the PCN submittal package has also been forwarded to DEQ DWR to request a corresponding WQC #4088. hart - hickman S.\AAA-Master Projects\Sun Energy I (SEO)\SE0-002\Si1e 3 Pulp Ntill Road\PCMCover Letter. doc SMARTER ENVIRONMENTAL SOLUTIONS Mr. Kyle Barnes July 17, 2017 Page 4 Should you have any questions or need any additional information, please feel free to contact us. Very truly yours, Hart & Hickman, PC Matt Ingalls Project Manager Attachments 1 Danielle Birmingham Asst. Project Environmental Scientist cc: NC DWR 401 & Buffer Permitting Unit, Raleigh, NC (4 Copies of PCN and $240.00 Check via FedEx) Mr. Kelly Hoyt, SunEnergyl (via email) S\AAA-Master Projects\Sun Energy I (SEO)\SEO-002\Site 3 Pulp Mill Road\PCN\Cowr Letterdoc Id hart hickman SMARTER ENVIRONMENTAL SOLUTIONS 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: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1d. 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 ❑X 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. N Yes ❑X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In below. N Yes ❑X No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑ No 2. Project Information 2a. Name of project: Jamesville Road Solar, LLC 2b. County: Martin 2c. Nearest municipality / town: Jamesville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Seth A. Davis Heirs c/o William L. Davis 3b. Deed Book and Page No. M-5/2 3c. Responsible Party (for LLC if applicable): N/A 3d. Street address: 5770 Regents Village Drive 3e. City, state, zip: Winston-Salem, NC 27103 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: Property Developer 4b. Name: Mr. Kelly Hoyt 4c. Business name (if applicable): SunEnergyl 4d. Street address: 192 Raceway Drive 4e. City, state, zip: Mooresville, NC 28117 4f. Telephone no.: 704-662-0375 ext. 380 4g. Fax no.: 4h. Email address: kelly.hoyt@SunEnergyl.com 5. AgentlConsultant Information (if applicable) 5a. Name: Matt Ingalls 5b. Business name (if applicable): Hart and Hickman, PC 5c. Street address: 2923 South Tryon Street, Suite 100 5d. City, state, zip: Charlotte, NC 28203 5e. Telephone no.: (704) 586-0007 5f. Fax no.: (704) 586-0373 5g. Email address: mingalls@harthickman.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 0100322 1 b. Site coordinates (in decimal degrees): Latitude: 35.843644 Longitude: -76.798255 1 c. Property size: 121 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Welch Creek 2b. Water Quality Classification of nearest receiving water: C; Sw 2c. River basin: JRoanoke 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The Site consists of one parcel (0100322) located east of Pulp Mill Road and north of Elwood Holliday Road in Jamesville, Martin County, North Carolina. The Site consists primarily of agricultural land and undeveloped wooded land. Industrial use is to the north, vacant undeveloped land is to the east, and single-family residential and agricultural land is to the west and south. 3b. List the total estimated acreage of all existing wetlands on the property: 0.888 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,120 3d. Explain the purpose of the proposed project: The project proposes to develop a solar utility farm that will connect to a three-phase electrical distribution line. 3e. Describe the overall project in detail, including the type of equipment to be used: The on-site system will consist of a single -axis tracking system, which will track the sun from east to west. First, posts will be installed followed by racking then the distribution cable will be trenched. Lastly, panels are installed and wired. The project also involves the development of a roadway to be used for ingress and egress throughout the site. 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: See Appendix F 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): JC Weaver Agency/Consultant Company: Hart & Hickman, PC (H&H) Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Mr. Kyle Barnes of USACE visited the site with H&H on December 16, 2015. After implementing recommended adjustments to the stream and wetland boundaries, Mr. Barnes verbally approved H&H's flagged boundaries. A complete PJD request is included in Appendix F. 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? —T-1:1—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): ❑ Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 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 - 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: 2h. Comments: Not applicable. 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 P Culvert Unnamed INT Corps 2 116 S2 Choose one S3 Choose one S4 Choose one S5 Choose one S6 Choose one 3h. Total stream and tributary impacts 116 3i. Comments: 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 indivii ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose O2 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts o 4g. Comments: Not Applicable 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: Not Applicable 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).- acres):5k. 5k.Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. 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 B1 Yes/No B2 Yes/No B3 Yes/No B4 Yes/No B5 Yes/No B6 Yes/No 6h. Total Buffer Impacts: 6i. Comments: Not Applicable Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Appendix C 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See Appendix C 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ❑X No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Not Applicable 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. ❑ 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: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Not Applicable. 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. Not Applicable. 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 Yes ❑X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 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. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 3.72 % 2b. Does this project require a Stormwater Management Plan? ❑ Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: It is not required by the state or local ordinance. 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? N/A 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? N/A ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs [-] USMP❑ apply (check all that apply): Water Supply Watershed ❑X Other: N/A 3c. Has the approved Stormwater Management Plan with proof of approval been El Yes ❑ No N/A attached? 4. DWQ Stormwater Program Review ElCoastal counties ❑HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): []Session Law 2006-246 ❑X Other: N/A 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No N/A attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes Q No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval E] 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 No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater will not be generated on the project site and therefore, wastewater disposal is not required. 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 ❑ Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? DEQ Natural Heritage Program and US Fish & Wildlife Service on-line databases and on-site reconnaissance (See Appendix E) 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? hftp://www.habitat.noaa.gov/protection/efh/efhmapper/ 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 National Registry of Historic Places and NC State Historic Preservation Office databases and on-site reconnaissance (See Appendix E) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Reviewed FEMA Flood Insurance Rate Maps ID #3720675600J and #3720675700L Matt Ingalls 111P 07-07-2017 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 71 .. ., --•a- au 'A`__a . " �"��:_�:. i'iG ,._ _ — _ — 7r=?' T3hk5 12, "s. ,r„+ -- ,. ♦...,r- _ar- �i� ii ,� !r V 149. �s t II � $, INDUSTRIAL WASTE — —r rF 'i_ �'`y� � a r a w P NDS }. N �� r y SITE AV�r 1 ( Vl b r � ✓ it N 0 APPROXIMATE 2000 it JAMESVILLE, NORTH CAROLINA TITLE 14 hart /GoapLl�ht u SCALE IN FEET Char Charlotte, North Carolina 282033 704-586-0007 (p) 704-586-0373 (f) 164 I i DATE: 06-02-2017 REVISION NO: 0 I JOB NO: SEO-002-2 FIGURE: 1 N 0 APPROXIMATE 2000 a000 JAMESVILLE, NORTH CAROLINA TITLE 14 hart South Tryon Street -Suite 100 h i e k m a n SCALE IN FEET Char Charlotte, North Carolina 282033 704-586-0007 (p) 704-586-0373 (f) U.S.G.S. QUADRANGLE MAP PLYMOUTH WEST, NORTH CAROLINA 1998 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) SITE LOCATION MAP PROJECT JAMESVILLE ROAD SOLAR, LLC PULP MILL ROAD & ELWOOD HOLLIDAY ROAD JAMESVILLE, NORTH CAROLINA 14 hart South Tryon Street -Suite 100 h i e k m a n Char Charlotte, North Carolina 282033 704-586-0007 (p) 704-586-0373 (f) SMARTER ENVIRONMENTAL SOLUTIONS DATE: 06-02-2017 REVISION NO: 0 I JOB NO: SEO-002-2 FIGURE: 1 Appendix A Agent Authorization 14 hart hickman SMAVEN EMMONMENTAL SOLUTIONS Agent Certification of Authorization I, L1'0* 'J HG'5,� , representing the prospective developer of Parcel 0100322 which is located at the intersection of Pulp Mill Road and Elwood Holliday Road in Jamesville, Martin County, NC (approx. 121 acres), certify that I have authorized Hart & Hickman, PC to act on prospective developer's behalf and take all actions necessary to the processing, issuance, and acceptance of a Preliminary Jurisdictional Determination and 401/404 permitting for this property. Prospective Developer's Signature Name/Title: Sy-, Company:j'(yt to Date Agent's Signature Matt Ingalls Hart & Hickman, PC 6/2/17 Date Appendix B Survey Map, Road Crossing Exhibit, & Overall Site Design Plan hart hickman SMARM ENMONKUWAA SOUP IONS 300 0 GRAPHIC SCALE -FEET D IDED BY HART do HICKMAN, PC ON 01/06/16 3. PARCEL OWNER: WILLIAM L DAVIS AND MARY ELLEN DAVIS ELLIOTT 4. PARCEL ID: MARTIN CO NC PARCEL 0100322 V O I WETLAND DATA POINT TABLE DATA POINT I LATITUDE LONGITUDE WETLAND A 135.84358193 —76.80062417 JURISDICTIONAL FEATURES FEATURE NAME AREA ACRES FEATURE NAME LENGHT FT WETLAND A 0.60606 STREAM A 1057 SWA 0.28243 STREAM 8 63 TOTAL CHANNEL 1120 MAP LEGEND RIGHT—OF—WAY JURISDICTIONAL WETLAND FEATURE JURISDICTIONAL SURFACE WATER FEATURE JURISDICTIONAL STREAM CHANNEL TREE LINE ® WETLAND DATA POINT PROJECT: DATE: 31 MAY 2017 JAMESVILLE ROAD SOLAR, LLC TITLE: JAMESVILLE ROAD JD FEATURE MAP SITE ADDRESS: 1220 ELWOOD HOLUDAY ROAD JAMESVILLE. NC 27846 192 RACEWAY DR MOORESVILLE NC 28117 (T) 704-662-0375 (F) 704-662-0352 8 NOTE: THIS ROAD CROSSING IS RESULTING IN �` �E ry E = W A 116 LF INTERMITTENT STREAM DISTURBANCE. _ a u+Y 'fin C ,.. EM'S W IA U 3� 0 �p 0 a0 O ti C lU/1 W t] � H w r W r Y PROPOSED SOLAR ' PANEL RACK PROPOSED SILT FENCE (TYP) 0 PROPOSED 12'W X 321 X 26"D o CLASS 1 RIP RAP OUTLET PROTECTION -' DATE / J a i �✓"" 0 � 06/16/17 ,... DRAWN BY DOOLEY EXISTING LIMITS OF DISTURBANCE FES #2 TO BE RELOCATED - 0� DESIGNED BY I. DOOLEY CHECKED BY +e s"S ..,. • • R. BAKER SCALE • PROPOSED 78 LF OF 48" RCP , r UPHILL INVERT: 12.25' 13 . 1 DOWNHILL INVERT: 11.25' 14 .,, , : 3:1 SLOPE 15 16 PROPOSED KUALJ CROSSING 10' U J N N • `� ✓-� PROPOSED ROAD CROSSING M O m , __ z • 16 " Lu o V7 az u X Lu • 15—�� ✓ z u Q z C7 • 14 • 13 ✓ STABILIZE BOTH THE NORTHERN O0C z Ln • ' AND SOUTHERN SLOPES OF THE z o 0 ROAD WIDENING WITH NORTH 0 J • a FES #1 AMERICAN GREEN S75 MATTING zu < o •.' o W � A z a. " Q s' 1 J 1 • �4 - • /// SCALE 1"=20' O Q ]OB NO. 37562 • / 0 20' 40' SHEET NO. • ✓ EX2.0 C:\Users\David Harris\Documents\Qsvnc\Enoineerinq\Jomesville Pulp Mill Solar\Drawings\Permit Set\Layout—Site.dwg Layout: SL2.1 Plotted: 7/7/2017 12:15:40 PM Appendix C Avoidance and Minimization hart hickman SMARTER ENVIRONMENTAL SOLUTIONS Appendix C Avoidance and Minimization Intersection of Pulp Mill Road and Elwood Holliday Road Jamesville, North Carolina H&H Job No. SEO.002-2 Avoidance The proposed development is located northeast of the intersection of Pulp Mill Road and Elwood Holliday Road in Jamesville, Martin County, North Carolina (Site or subject Site). The Site consists of one tax parcel (Parcel # 0100322) that totals approximately 121 acres. H&H reviewed State and Federal Threatened and Endangered Species databases for the Site and conducted a screening survey of the Site and surrounding area for Federal Threatened and Endangered Species, and none were identified. H&H also reviewed the National Registry of Historic Places (NRHP) for Sites located in Martin County, North Carolina; the North Carolina State Historic Preservation Office (NC SHPO) GIS viewer; and the Site and surrounding area via visual reconnaissance for the presence of historic, cultural, and/or archeological sites. No recorded sites were noted on or adjacent to the Site. A single-family residential dwelling is present in the southwestern portion of the Site, and an additional single-family residential dwelling, a storage barn, and a prefab steel building are present in the south-central portion of the Site. According to review of Martin County tax records, these structures were built in 1900, 1980, and 2000, respectively, and did not appear to be of significant historic, cultural, and/or archeological value. H&H requested comment on the Site from the NC SHPO and a response dated September 29, 2014 indicates that the NC SHPO does not have comment regarding the Site. H&H also requested comment on the Site from NC Wildlife Resources Commission (WRC) and the United States Fish and Wildlife Service (FWS). WRC and FWS responses are pending. Request letters and the response from NC SHPO are included in Appendix E. In regards to Site alternatives, the prospective developer has considered and evaluated other potential properties in the area for development of the proposed solar development. However, the Site is within close proximity and viability to interconnect with a three-phase electrical distribution line. The Site is ideally positioned north -south; and therefore, the solar panels can be installed in a north -south orientation, which allows the panels to track the sun as it rises in the 1 hart hickman S \AAA -Master Projects\Sun Energy I (SEO)\SEO-002\Site 3 Pulp Mill RoadWNT - Avoid and Minimize doc SMARTEN ENVOMWNTAL SOLUTIONS east and sets to the west. Furthermore, by designing the solar panels to occupy upland areas, the solar development completely avoids Wetland `A' and SCB. M;n;mi-zatinn To minimize Site impacts, the proposed Site plan was designed to avoid stream impacts to the maximum extent practicable. Solar panels have been designed to fully occupy upland areas. Furthermore, the areas of proposed solar panel installation have been designed to occupy the agricultural areas on -Site; and therefore, little to no tree clearing is required for the development of the solar panel areas. The Site plan has been designed to develop a 20 -foot wide roadway for vehicular access to the northwestern portion of the Site from Pulp Mill Road. The proposed roadway crossed SCA in the western portion of the Site at a location slightly north of Wetland W. The developer is proposing to install a 48 -inch RCP culvert that has adequate size to handle the flow volumes of SCA. Stream impacts are limited to the areas of the proposed culvert installation and roadway construction. H&H evaluated an existing roadway crossing on -Site that is located at the northern tip of Wetland `A'. However, H&H determined that the re -use of the existing road crossing was not practical for the following reasons: • due to lack of maintenance, the existing roadway crossing is in poor condition and can no longer be used as a safe roadway crossing; • a culvert replacement and roadway widening would be required to utilize the existing crossing for large vehicle traffic; • a culvert replacement and roadway widening would likely result in stream and wetland impacts due to the location of the existing crossing; and • utilizing the existing crossing would create a sharp turn for large vehicle traffic and is the least preferred option due to safety hazards. Please note that the developer originally designed the proposed roadway to cross SCA slightly north of the currently proposed crossing at an angled portion of the stream. Due to the angled 2 If hart hickman S.\AAA-Master Projects\Sun Energy I (SEO)\SEO-002\Srte 3 Pulp Mill Road\PCN\C - Avoid and Minimize. doc SA OMA EN4XtO WWTAL SOUITMS position of SCA, the culvert installation and roadway development required 140 LF of stream impact. However, the developer decided to shift the crossing south of the angled portion of the stream to minimize impacts to SCA. The current design plan reduced the impact to SCA from 140 LF to 116 LF of stream impact. The original design plan is included in Appendix D. To further minimize Site impacts, the proposed Site plan was designed to avoid wetland impacts to Wetland `A'. Of the 1,120 LF of on -Site streams, the developer proposes impact to only 10% of on -Site streams. Impacts to SCA have been designed to keep the majority of the stream bed intact. In addition, the developer will implement best erosion and sediment control practices during Site development. Extensive silt fencing will be used on the construction site perimeter and along wetland and stream boundaries to prevent sediments from inadvertently filling the on - Site wetland and stream areas during construction. Mitigation Mitigation is typically required by the USACE Wilmington District Final Regional Conditions for Nationwide Permits for impacts greater than 150 LF of stream bed. Due to the planned impacts of 116 LF to SCA, compensatory mitigation is not currently proposed. 3 14 hart hickman SAAAA-Master Projects\Sun Energy 1 (SE0)\SE0-002\Site 3 Pulp Mill Road\PCN\C - Avoid and Minimize. doc SMARTER ENVOMMEWAL SOLUTIONS Appendix D Original Road Crossing Exhibit 14 hart hickman SMARTER fWRONMENTAI. SOLUTIONS NOTE: THIS ROAD CROSSING IS RESULTING IN E 8 o �E E z� A 140 LF INTERMITTENT STREAM DISTURBANCE. y = a Wudn�i m S � L7O ma w ZWN�- OS.a } 1 3� a� z ~ < C ? m � W O ~ 1 O � w x S PROPOSED 12'W X 32'L X 26"Dfa CLASS 1 RIP RAP OUTLET PROTECTION O [FROPOSED SILT FENCE (TYP) O s --L DATE O 05/18/17 DRAWN BY ]. DOOLEY ( �{ i FES #2 z 9 j _ DESIGNED BY PROPOSED 80 LF OF 48" RCP � 1 J. DOOLEY BY R.EBAKER UPHILL INVERT: 11.75' DOWNHILL INVERT: 10.75' '�� O " r SCALE r 12 PROPOSED ROAD CROSSING 13-+✓' 14—� _— 15' 1 '1 SLOPE E 76—'---__„ PROPOSED ROAD-'-- CROSSING ,. . ., 10' 16 N 0 O ,-�'''-___-__Ln 3:1 SLOPE fro U - a -j z o '"'max. Co. Z x-14" _ f, �� z �LLJ� z u d W Lu11111111111111114 J f ' FES41° ,� Wow r � r _ O u z Z < U � <I "� STABILIZE BOTH THE NORTHERN AND SOUTHERN SLOPES OF THE �a W i ' ROAD WIDENING WITH NORTH z O AMERICAN GREEN S75 MATTING i e SCALE''l'=20' Q PET 2 0 D 40' Appendix E Supplemental Documents hart hickman SMARTER ENVMtONMENTAI. SOLUMNS hart 0-s hickman SMARTER ENVIRONMENTAL SOLUTIONS Via E -Mail June 2, 2017 U.S. Fish & Wildlife Service Asheville NC ES Field Office 160 Zillicoa Street Asheville, NC 28801 Attention: Ms. Janet Mizzi, Field Supervisor Re: Request for Information and Comment Proposed Solar Development Martin Co. Parcel # 0100322 Pulp Mill Road Jamesville, Martin County, NC H&H Job No. SEO-002-2 Dear Janet: Hart & Hickman, PC (H&H) is requesting information concerning protected species and habitats on or near the above -referenced site (hereafter referred to as the "Site"). This request is submitted to satisfy corporate environmental stewardship and Federal/State wetland permitting action. This request is not being submitted due to the use of Federal funds. The Site consists of one tax parcel totaling approximately 121 acres of land (Martin County Parcel #0100322) located northeast of the intersection of Pulp Mill Road and Elwood Holliday Road in Jamesville, Martin County, North Carolina (Site or subject Site; see Figure 1). The Site consists primarily of agricultural land and undeveloped wooded land. Surrounding properties include industrial facilities to the north, vacant undeveloped land to the east, and single-family residential and agricultural land to the west and south. Representative Site photos are attached to this letter. 2923 South Tryon Street, Suite 100 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com 704.586.0007 main 919,847.4241 main Ms. Janet Mizzi June 2, 2017 Page 2 of 5 In order to investigate the potential presence of protected flora and fauna on the Site, H&H completed the following activities: • contacted the NC Wildlife Resources Commission (WRC) by a similar letter; • reviewed the Federal Threatened and Endangered Species List for Martin County in North Carolina on the U.S. Fish and Wildlife Service (US FWS) website http://www.fws.gov/endangered/; • reviewed the North Carolina Department of Environmental Quality (DEQ) Natural Heritage Program on-line database for records of Federal Threatened and Endangered species occurrences for Martin County and the Plymouth West quadrangle on the DEQ website http://portal.ncdenr.org/web/nhp/database-search; • reviewed the Federal Registry and the US FWS information pertaining to Federally - Designated Critical Habitats at the US FWS website http://crithab.fws.gov; and • conducted an on-site visual survey in order to field screen the Site and peripheral areas for federally protected species. NC WRC H&H requested comment on the potential presence of protected flora and fauna on the Site from the NC WRC by a similar letter. A response from NC WRC is pending. Federal Threatened and Endangered Species H&H reviewed the US FWS Federal Threatened and Endangered Species List for Martin County, North Carolina which includes the following protected species: • Northern long-eared bat, (Myotic septentrionalis) — Threatened hart hickman K r.. . , dWIIAL SOLUTIONS S:\AAA-Master Projects\Sun Energy 1 (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency Letters\US FWS. docx Ms. Janet Mizzi June 2, 2017 Page 3 of 5 North Carolina Department of Environmental Quality Natural Heritage Program (NHP) H&H reviewed the North Carolina NHP on-line database for records of Federal Threatened and Endangered species for Martin County, North Carolina which includes the following protected species: • Atlantic sturgeon (Acipenser oxyrinchus) — Endangered H&H also reviewed the North Carolina NHP on-line database for records of Federal Threatened and Endangered species for the Plymouth West Quadrangle, North Carolina. The database identified the Atlantic sturgeon (Acipenser oxyrinchus) as being present within the Site quadrangle. Additional federally endangered species were not identified in the NHP Database. Critical Habitats H&H reviewed federal registry information pertaining to Federally -Designated Threatened and Endangered Species Critical Habitats for the aforementioned species on-line at the US FWS critical habitats on-line mapper. No Federally -Designated Critical Habitats were identified in the Site area. Visual Survey In October 2015, H&H conducted a visual survey of the Site. Areas of potential habitat for federally protected species were investigated within the wooded portions of the Site. The wooded portion of the Site is a fragmented patch of forested land located in the west -central portion of the Site. The forested area consists primarily of young growth immature trees within a highly fragmented portion of wooded land. Due to the lack of dead and dying mature trees with a high amount of exfoliating bark and cavities and because the forested area is highly fragmented, H&H determined suitable habitat does not exist for the Northern long-eared bat, (Myotis septentrionalis). Furthermore, caves were not identified on -Site and therefore, 14 hart hickman S:4AAA-Master Projects\Sun Energy 1 (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency LettersTS FWS. do" Ms. Janet Mizzi June 2, 2017 Page 4 of 5 hibernaculum does not exist on -Site. Due to the lack of a well-defined, clean, deep, and swiftly moving river system, H&H determined suitable habitat does not exist for the Atlantic sturgeon (Acipenser oxyrinchus). During the survey, H&H did not observe evidence of federally listed species or their suitable habitats on the Site. Please review the above information and provide a written response as to the potential for this project to affect protected species. If possible, please respond to this request within 30 days. If you have any questions, please do not hesitate to contact us. Sincerely, Hart & Hickman, PC Matt Ingalls Danielle Birmingham Project Manager Asst. Project Environmental Scientist, Biologist Attachments hart hickman SMARTER ENVIRONMENTAL SOLUTIONS S:\AAA-Master Projects\Sun Energy 1 (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency Letters\US FWS.do" Ms. Janet Mizzi June 2, 2017 Page 5 of 5 US Fish and Wildlife Service Asheville Field Office response: Based upon the available information, rare, threatened and endangered listed species are not likely to occur on the project site. IIn US Fish and Wildlife Service Asheville Field Office Id hart hickman SMARTER ENYIR( MENTAL SOLUT)01`6 St\AAA-Master Projects\Sun Energy I (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency Letters\US FWS.do" l wx- -4;Z4F� It a'"ar- -�- ,� 'T� - '""..a,,. .."� v- ...- � � � 1• SII + __ a-. . ! d "m i • _ 1;+65 x.- -.Y� - .•y. G \ 5 L-A, II - j �I — I7 INDUSTRIAL WASTES _. P _ P�DNDS SITE �".�),�--•�'�t_i PUN U i v c .f7 v� - •. � Jrr 1563 • • ik M �' 11'd 15 4 - t � • I Ci4 1 % 1 !t* c . _ y ..� ,�. `� • e z ' �— � ---� �,;� 11 :�`^t`i,," l � 1156 h�. �'" •i — +- �,, '.' .� APPROXIMATE N 2000 4000 SCALE IN FEET U.S.G.S. QUADRANGLE MAP PLYMOUTH WEST, NORTH CAROLINA 1998 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) TITLE SITE LOCATION MAP PROJECT 121 -ACRE PROPERTY PULP MILL ROAD JAMESVILLE, NORTH CAROLINA hart � h i e k m a n 2923 South Tryon Street -Suite 100 Charlotte, North Carolina 28203 704586-0007 (p) 704586-0373 (E) SMARTER ENVIRONMENTAL SOLUTIONS DATE: 06-02-2017 REVISION NO: 0 JOB NO: SEO-002-2 FIGURE: 1 N N 0 0 0 LU 0 Photograph 1: Wetland area A located in the western portion of the site. Photograph 2: Wetland area A located in the western portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD ► hickman Charlotte, NC 28203 PULP MILL 704.586.0007(p) 704.586.0373(0 JAMESVILLE, NORTH OCAROLINA N N 0 0 0 LJ U) Photograph 3: Sparsely vegetated concave surface and algal mats located within wetland area A. Photograph 4: Low chroma soil with redoximorphic concentrations located within wetland area A. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart ''os" hickman Charlotte, NC 28203 PULP MILL ROAD 704.586.0007(p) 704.586.0373(f JAMESVILLE, NORTH CAROLINA N N 0 0 W Photograph 5: Intermittent stream A located in the northwestern portion of the site. Photograph 6: Intermittent stream B, located within northern portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart W hickman Charlotte, O 04.586 0 07(p) 704.586.0373(17 JAMESVILLE, NORTH CAROLINA N N 0 0 0 w U) Photograph 7: Surface water retention pond located in the northern portion of the site. Photograph 8: Upland area located in the central portion of the site. 111111 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart OAD W hickman Charlotte, NC 28203 PULP MILL704.586.0007(p) 704.586.0373(0 JAMESVILLE, NORTH CAROLINA .14 hart hickman SMARTER ENVIRONMENTAL SOLUTIONS Via E-mail June 2, 2017 NC Wildlife Resources Commission District 1 Wildlife Biologist 1722 Mail Service Center Raleigh, NC 27699 Attention: Mr. Chris Turner Re: Request for Information and Comment Proposed Solar Development Martin Co. Parcel # 0100322 Pulp Mill Road Jamesville, Martin County, NC H&H Job No. SEO-002-2 Dear Chris: Hart & Hickman, PC (H&H) is requesting information concerning protected species and habitats on or near the above -referenced site (hereafter referred to as the "Site"). This request is submitted to satisfy corporate environmental stewardship and Federal/State wetland permitting action. This request is not being submitted due to the use of Federal funds. The Site consists of one tax parcel totaling approximately 121 acres of land (Martin County Parcel #0100322) located northeast of the intersection of Pulp Mill Road and Elwood Holliday Road in Jamesville, Martin County, North Carolina (Site or subject Site; see Figure 1). The Site consists primarily of agricultural land and undeveloped wooded land. Surrounding properties include industrial facilities to the north, vacant undeveloped land to the east, and single-family residential and agricultural land to the west and south. Representative Site photos are attached to this letter. 2923 South Tryon Street, Suite 100 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.coni 704.586.0007 main 919.847.4241 main Mr. Chris Turner June 2, 2017 Page 2 In order to investigate the potential presence of protected flora and fauna on the subject site, H&H recently conducted the following activities: • contacted the US Fish & Wildlife Service (FWS) office by a similar letter; • reviewed the Federal Threatened and Endangered Species List for Martin County in North Carolina on the U.S. Fish and Wildlife Service (US FWS) website http://www.fws.gov/endangered ; • reviewed the North Carolina Department of Environmental Quality (DEQ) Natural Heritage Program on-line database for records of Federal Threatened and Endangered species occurrences for Martin County and the Plymouth West quadrangle on the DEQ website http://portal.ncdenr.org/web/nhp/database-search; • reviewed the Federal Registry and the US FWS information pertaining to Federally - Designated Critical Habitats at the US FWS website http://crithab.fws.gov; and • conducted an on-site visual survey in order to field screen the Site and peripheral areas for federally protected species. US FWS H&H requested comment on the potential presence of protected flora and fauna on the Site from the US FWS by a similar letter. A response from US FWS is pending. Federal Threatened and Endangered Species List H&H reviewed the US FWS Federal Threatened and Endangered Species List for Martin County, NC, which includes the following: • Northern long-eared bat, (Myotis septentrionalis) — Threatened hart ' hickman S:\AAA-Master Projects\Sun Energy I (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency Letters\WRC Letter. docx SMARTER ENVIRONMENTAL SOLUTIONS Mr. Chris Turner June 2, 2017 Page 3 North Carolina Department of Environmental Quality Natural Heritage Program (NHP) H&H reviewed the North Carolina NHP on-line database for records of Federal Threatened and Endangered species for Martin County, North Carolina which includes the following protected species: • Atlantic sturgeon (Acipenser oxyrinchus) — Endangered H&H also reviewed the North Carolina NHP on-line database for records of Federal Threatened and Endangered species for the Plymouth West Quadrangle, North Carolina. The database identified the Atlantic sturgeon (Acipenser oxyrinchus) as being present within the Site quadrangle. Additional federally endangered species were not identified in the NHP Database. Critical Habitats H&H reviewed federal registry information pertaining to Federally -Designated Threatened and Endangered Species Critical Habitats for the above listed species online at the FWS critical habitats online mapper. No Federally -Designated Critical Habitats were identified in this area. Visual Survey In October 2015, H&H conducted a visual survey of the Site. Areas of potential habitat for federally protected species were investigated within the wooded portions of the Site. The wooded portion of the Site is a fragmented patch of forested land located in the west -central portion of the Site. The forested area consists primarily of young growth immature trees within a highly fragmented portion of wooded land. Due to the lack of dead and dying mature trees with a high amount of exfoliating bark and cavities and because the forested area is highly fragmented, H&H determined suitable habitat does not exist for the Northern long-eared bat, (Myotis septentrionalis). Furthermore, caves were not identified on -Site and therefore, hibernaculum does not exist on -Site. Due to the lack of a well-defined, clean, deep, and swiftly hart ` hickman S:WAA-Master Projects\Sun Energy I (SE0)\SE0-002\Site 3 Pulp Mill Road\Agency Letters\WRC Letter.docx SMARTER ENVIRONMENTAL SOLUTIONS Mr. Chris Turner June 2, 2017 Page 4 moving river system, H&H determined suitable habitat does not exist for the Atlantic sturgeon (Acipenser oxyrinchus). During the survey, H&H did not observe evidence of federally listed species or their suitable habitats on the Site. Please review the above information and provide a written response as to the potential for this project to affect protected species. If possible, please respond to this request within 30 days. If you have any questions, please do not hesitate to contact us. Sincerely, Hurt & Hickman, PC Matt Ingalls Danielle Birmingham Project Manager Asst. Project Environmental Scientist, Biologist Attachments S:\AAA-Master Projects\Sun Energy I (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency Letters\WRC Letter docx 14 hart hickman SMARTER ENVIRONMENTAL SOLUTIONS ♦r � ��` >� .,, .,♦ �-.. ._ _ y. -�a- -+Yr ,w. � '-'�'-� ,ar- .,.,. � ^-ew. � � ,�� -;w-_ j,Ww,\Ji a 1 \ � ,.._ -� _ _••- ._.:-...��},, .�, as � Jr .ax. - ,. M +. _. �m � � _. y ... .� w►_J/I - �i -.. •+.- -- r. " r. � w..� s.. if�. +' •. +y- ".._._�.,y.•�.--.-w. ,V- -... Y ,r»- �,,-�.. `a'`'te �..*_!+ - r�i---�._. �'..r.-: -s- 4 '�•y- '�" .w- - "'"o' 4" f" \ i� ' SII 1'65 - .. m�- r4..._-"�� � `Ar �_JUJ, I. '4'-r-�ar ..*s� .+'--•..�,� -4.x'1' .` ._. +nr, r__ --._..__.. :� ..' ^ +� c - I , e I NDUS>RIAL N WASTE n � ~'�,i..- I� l ^, SITE lik 4,zIt lL tt a n ik }� 1- •' . . a � 11 7l .1 .-.� f .' i „ n ��-1 )j � \ � � I MO�OI�i� 11563 + K 1 n rf ' Casp� LiiM u ;164 I - " 1567 ♦ .►.. �,, `. � _+. APPROXIMATE N 0 2000 4000 SCALE IN FEET U.S.G.S. QUADRANGLE MAP PLYMOUTH WEST, NORTH CAROLINA 1998 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) TITLE SITE LOCATION MAP PROJECT 121 -ACRE PROPERTY PULP MILL ROAD JAMESVILLE, NORTH CAROLINA hart 1- h i e k m a n 2923 South Tryon Strect-Suite 100 Chadrtq North Carolina 28203 704586-0007 (p) 704586-0373 (f) SMARTER ENVIRONMENTAL SOLUTIONS DATE: 06-02-2017 REVISION NO: 0 JOB NO: SEO-002-2 FIGURE: 1 N N 0 0 O w U) Photograph 1: Wetland area A located in the western portion of the site. Photograph 2: Wetland area A located in the western portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD W hickman 04.586 0007(p) 704.586.0373(1) JAMESVILLE, NORTH Charlotte, NC 28203 PULP MILL OCAROLINA N N 0 0 O W Photograph 3: Sparsely vegetated concave surface and algal mats located within wetland area A. Photograph 4: Low chroma soil with redoximorphic concentrations located within wetland area A. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD W hickman Chadotte, NC 28203 PULP MILL 704.586.0007(p) 704.586.03730 JAMESVILLE, NORTH OCAROLINA N N 0 0 0 LU U) Photograph 5: Intermittent stream A located in the northwestern portion of the site. Photograph 6: Intermittent stream B, located within northern portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart OAD W hickman Charlotte, NC 28203 PULP MILL704.586.0007(p) 704.586.0373(f JAMESVILLE, NORTH CAROLINA N N 0 0 0 W U) Photograph 7: Surface water retention pond located in the northern portion of the site. Photograph 8: Upland area located in the central portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart► hickman Cha04rlotte, NC 28203 PULP MILL ROAD 5860 07(p) 704.586.0373(1) JAMESVILLE, NORTH CAROLINA hart '"t hickman SMARTER ENVIRONMENTAL SOLUTIONS Via E -Mail June 2, 2017 North Carolina Department of Cultural Resources State Historic Preservation Office 4617 Mail Service Center Raleigh, NC 27699-4617 Attention: Ms. Renee Gledhill -Earley Environmental Review Coordinator Re: Request for Courtesy Review Proposed Solar Development Martin Co. Parcel # 0100322 Pulp Mill Road Jamesville, Martin County, North Carolina H&H Job No. SEO-002-2 Dear Renee: Hart & Hickman, PC (H&H) is requesting information concerning the potential presence of historic, cultural, and/or archeological sites on or near the above -referenced parcel (hereafter referred to as the "Site"). This request is submitted to satisfy a Federal/State 404/401 wetland permitting action. This request is not being submitted due to the use of Federal funds. The Site consists of one tax parcel totaling approximately 121 acres of land (Martin County Parcel #0100322) located northeast of the intersection of Pulp Mill Road and Elwood Holliday Road in Jamesville, Martin County, North Carolina (Site or subject Site; see Figure 1). The Site consists primarily of agricultural land and undeveloped wooded land. Surrounding properties include industrial facilities to the north, vacant undeveloped land to the east, and single-family residential and agricultural land to the west and south. Representative Site photos are attached to this letter. 2923 South Tryon Street, Suite 100 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 i w vw.harthickman.com 704.586.0007 main 919.847.4241 main Ms. Renee Gledhill -Earley June 2, 2017 Page 2 of 3 In order to investigate the potential presence of historic, cultural and/or archeological sites on the Site, H&H conducted the following: • reviewed the National Registry of Historic Places (NRHP) and the North Carolina State Historic Preservation Office (NC SHPO) geographic information system (GIS) viewer for sites located in Martin County, North Carolina; • conducted a visual survey of the Site and the surrounding area; and • reviewed the Martin County property record for the Site. National Registry of Historical Places & North Carolina State Historic Preservation Office H&H reviewed the NRHP website (http://nationalregisterofhistoricplaces.com/NC/martin/state.htmD and the NC SHPO GIS viewer (http://gis.ncdcr.gov/hpoweb/) to obtain information and locations of historic, cultural, and/or archeological sites on or adjacent to the subject Site. Based upon our review of these websites, H&H did not identify historic, cultural, and/or archeological sites on or adjacent to the Site. Visual Survey H&H conducted a visual survey of the Site and nearby properties while conducting wetland survey activities. H&H identified a single-family residential dwelling in the southwestern portion of the Site, and an additional single-family residential dwelling and several structures located in the south-central portion of the Site that appeared to be associated with the agricultural use. H&H did not observe structures or ruins on the property that appear to be historically, culturally, and/or archeologically significant. Martin County Property Record According to the Martin County GIS website, a two-story residential dwelling, a storage barn, and a prefab steel building exist on -Site; however, additional details regarding the structures and the additional single - hart ► hickman SMARTER ENVIRONMENTAL SOLUTIOUS SAAAA-Master Projects\Sun Energy 1 (SE0)\SE0-002\Site 3 Pulp Mill Road\Agency Letters\SHPO Letter.do- Ms. Renee Gledhill -Earley June 2, 2017 Page 3 of 3 family residential dwelling are not provided on the property record card. Property details are included within the attachments. Please review the above information and provide a written response as to the potential for this proposed development to affect historic, cultural, or recorded archeological sites. If possible, please respond to this request within 30 days. If you have any questions, please do not hesitate to contact us. Sincerely, Hart & Hickman, PC Matt Ingalls Project Manager Attachments Danielle Birmingham Assistant Project Environmental Scientist 10 hart hickman SMARTER ENVIRONMENTAL SOLUTIONS S:\AAA-Master Projects\Sun Energy 1 (SEO)\SEO-002\Site 3 Pulp Mill Road\Agency Letters\SHPO Letter. docx I. yy. Y , .r � n _ � I ..`.� -!fir � •� - ` 0.��, 1 sF- a.(em ( t ) C , ,�. ,e,..� .�_"'.,� •, IIS I li I i, j", INDllSrRIAL I WASTE SITE °' l� `, , C , `��,� ca^► ...� ? � — s J, � 1564, y I � ��: •Ii'-' -- � I (�� u� ��t ;, .- tt - �N 1 _ r '• • r .. 11 7i •I .— _ .�' /.. M 1563� X 164 i Z7) _ �� t•ts \ s ;` u ? I fl%7��i„k� r^�•. 1 •��� } 7 APPROXIMATE N 0 2000 4000 SCALE IN FEET U.S.G.S. QUADRANGLE MAP PLYMOUTH WEST, NORTH CAROLINA 1998 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) TITLE SITE LOCATION MAP PROJECT 121 -ACRE PROPERTY PULP MILL ROAD JAMESVILLE, NORTH CAROLINA hart � h i e k m a n 2923 South Tryon Street -Suite 100 Charlotte, North Carolina 28203 704-586-0007 (p) 704-586-0373 (0 SMARTER ENVIRONMENTAL SOLUTIONS DATE: 06-02-2017 REVISION NO: 0 JOB NO: SEO-002-2 FIGURE: 1 N N 0 0 0 LU Photograph 1: Wetland area A located in the western portion of the site. Photograph 2: Wetland area A located in the western portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD W hickman Charlotte, NC 28203 PULP MILL 704.586.0007(p) 704.586.0373(17 JAMESVILLE, NORTH OCAROLINA N N 0 0 w U) Photograph 3: Sparsely vegetated concave surface and algal mats located within wetland area A. Photograph 4: Low chroma soil with redoximorphic concentrations located within wetland area A. -.4 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD W hickman 704.586.0007(p)8704.586.0373(f JAMESVILLE, NORTH lotte, NC 28203 PULP MILL OCAROLINA N N 0 0 0 LU U) Photograph 5: Intermittent stream A located in the northwestern portion of the site. Photograph 6: Intermittent stream B, located within northern portion of the site. 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart "hickman Charlotte, NC 28203 PULP MILL ROAD i�. 704.586.0007(p) 704.586.03730 JAMESVILLE, NORTH CAROLINA N N 0 0 0 LU U) Photograph 7: Surface water retention pond located in the northern portion of the site. Photograph 8: Upland area located in the central portion of the site. .14 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY AD hart hickman Charlotte, NC 28203 PULP MILL I 04.586 0 07(p) 704.586.03730 JAMESVILLE, NOR NORTHCAROLINA Property Location: Residential Property Record Card - Martin Co - 2017 1291 Elwood Holliday Rd Parcel ID: 0100322 Account No: 6880 Current Owner Previous Owner History 92,879 l Misce//aneoi Davis, Seth A Heirs 65,890 Name Deed — Date Deed Info: M-5/2 C/O illiamts Davis vge 9,500,000 Solar Farm 0 Zoning: Dr 0 Land Information Winston-Salem Nc 27103 Type Size Grade Influence Factor 1, 2 and % Value Map Block L 6756-29-5162 2 0 0 25,000 Open Land A Neighborhd: 101 45,000 Open Land A 54 20 Aa 0 Routing No: 14 Site Open La A 5 70 Aa 0 40,000 Pasture A Census Trct: 2178 Notes Entrance Intonation - — - - Date Time ID Actv Entrance Code Source j Fire District: Type --- - Value � Estimates 1 0 10 80 D P 100% 170 06/22/2000 00 Entry MRA: 500 Prefab Steel Bldg 03/13/2008 28 Entry + Sign Weighted: 0 0 0 0 0% Entry + SignMarket: Class: A State Class: 101 Card 1 of 2 Assessment Information Appraised: Sales History Prior Book/Page Date Price Type Validity 262,860 Use: 92,879 91,492 Permit Information 65,890 Date Permit # Price Purpose % Comp. 12/21/2015 11558 9,500,000 Solar Farm 0 Value: 0 Land Information Type Size Grade Influence Factor 1, 2 and % Value Homesite A 2 0 0 25,000 Open Land A 15 20 Aa 0 45,000 Open Land A 54 20 Aa 0 125,750 Site Open La A 5 70 Aa 0 40,000 Pasture A 6 10 Aa 0 16,500 Woodland A 30.4 60 Wa 0 33,780 Total Acres for this Parcel 38.4 Total Land Value 286,030 Out Building Information Type Qty Year Size1 Size2 Grade Cond %Good Value Asphalt Or Blacktop Paving 1 0 10 80 D P 100% 170 Storage Barn 1 1980 11 33 C A 40% 500 Prefab Steel Bldg 1 2000 24 48 C A 0% 6,570 0 0 0 0 0% 0 0 0 0 0 0% 0 0 0 0 0 0% 0 0 0 0 0 0% 0 0 0 Total OBY for this card 7,240 �`. Univers Printed Mon, Apr 17, 2017 (7.5.5.1) Class: A State Class: 101 Card 1 of 2 Assessment Information Appraised: Current Prior Land: 286,030 262,860 Use: 92,879 91,492 Building: 65,890 66,130 Total: 158,769 157,622 Assessed Information: Value: 158,769 Effective DOV: 1/1/2017 Value Flag: FARM USE Manual Override Reason: UPDATE Inspection witness by: Property Location: 1291 Elwood Holliday Rd Dwelling Information Style: Ranch Condo Style: 2 Exterior Walls: Asbest/Wd Sh Story Height: 2.0 Attic: None Interior/Exterior: Same Basement: Pier/Slab Bsmt Garage: 0 Rec Room size: 0 0 FBLA size: 0 0 Unfinished Area: 0 Inlaw Apts: 0 WB Fireplace: Stacks 0 Openings 0 MTL Fireplace: Stacks 0 Openings 0 Heating Type: None Fuel: None Heating System: None Year Built: 1900 Eff. Yr Built: 1900 GFA/True GFA: 616 904 TLA/True TLA: 1520 1520 Basement Area: 0 Grade: C Condition: Very Poor CDU: AV Building Notes: Rooms: Bedrooms: Full Baths: Half Baths: Add'l Fixtures: Low 1st 2nd 3rd Tot 0 0 0 0 6 92,879 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Parcel ID Residential Property Record Parcel ID: 0100322 Card - Martin Co - 2017 Account No: 6880 92,879 Replacement Costs Base Price: 182,850 Building: 65,890 Additions: 15,200 0 Total: Unfinished Area: 0 0 0 0 0 Basement: -6,120 0 18 Attic: 0 6 Plumbing: 0 6 Heating A/C Adj.: -10,570 FBLA: Ree Room: 0 0 22 IFF OFP 288 Fire Place: 0 108 Basement Garage: 0 Exterior Trim: 0 Subtotal: 181,360 12 6 22 Grade Factor: 1.00 C & D Factor., 0.00 Total RCN: 181,360 Percent Good: 0.30 Market Adj.: 0.00 28 2Fr Total RCNLD: 38,090 616 Addition Information Low 1st 2nd 3rd Area Points 10 288 12100 11 108 2500 32 80 600 Location 22 °D 28 Class: A State Class: 101 Card 1 of 2 D escriotor/Area A:2Fr 616 sgft B:1 Fr 288 sgft C: OFP 108 sgft D:CNPY 80 sgft OwnerNalues: n�cciluutdes all LancVCuoilldings✓O st Market this ParcelCurrentPrior Comparable Sales Summary DOS 91,492 66,130 157,622 Year Bed Bath Price TLA Style Grade built room Full Half Acres 0 0 Land. 92,879 286,030 0 0 0 Building: 65,890 65,890 0 0 0 Total: 158,769 351,920 0 0 Comparable Sales Summary DOS 91,492 66,130 157,622 Year Bed Bath Price TLA Style Grade built room Full Half Acres 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NORTH CAROLINA STATE CLEARINGHOUSE DEPARTMENT OF ADMINISTRATION INTERGOVERNMENTAL REVIEW COUNTY: MARTIN H11: ENEP.,3Y RELA"'E'7 FACILITIES; ACTT VI'71ES 0�_ MS RENEE GLEDH7LI-I-EAPLEY CLEARINGHOUSE COORDINATOR L DEPT OF CULTURAL RESOURCES towc 4i ' FF, STATE HISTORIC PRESER,�'ATION `F ICE MSC 4611 - APCHI%`E.S BUILDING R.AULF-1,33H N�' REVIEW DISTRIBUTION CC&PS - DI',* OF EMER(3ENCY MAIIAGE.NfENT DENFF - COAS'AL MGT DENR LEGISLATIVE AFFAIRS DEPT OF AGRICULTURE DEPT OF CULL URAL RES0TR*-'-ES DEPT OF TRANSPORTAT:0N M'E EAST C,7M1 ,d7 S PROJECT INFORMATION APPLICANT: N.C. Department cf. --ommerre- TYPE: State Env-,ronmental Pcl-.Lc�.-• Act Env' -ronin. ental Review STATE NUMBER: DATE RECEIVED: AGENCY RESPONSE REVIEW CLOSED: 6�b DESC: App 1 -1 c a t'lor: of James-,- -- 1 1. e Pu I I _p lvu Sclar, 'LC for ruc, -a MW Scilaz- Ph�)tr.,viC,Itaic- 'Senezwancl; Facilitv in Mart:in C -c- D,:)cket rbc=` -^ate.•. Su G iex dcc-,,;mer,. at httu: 1starw1.nr-uc.net/NCUC' oort�a'l ncuC- asr)-.-:, Tvre S'F-42-1 Suh in the D�7)ckr--- Number Sean .7h I lnc-. Located on Pulp Road, Jamesvllie, N;: The attached pro-lect has been subm.1--ted ---c the t;. "_-. State Cleazlnghcusc- fDi- intergovernmental review. Please review and submit your responsr-, by the ai)Dve *ndi--ated date t3 .1301 Mail Sez-vice Cente-,. Falelqqh NC 27699--1"— :' additional review �--ime is needed, pleasC: c,-�ntac-- this office at f9:9;80--7425 AS A RESULT OF IS REVIEW THE FOLLDWING 10 SUBMITTED: NC' ----)MMENT COTIR4ENTF FT?iy HED SIGNED BY: SEP 2 2 2016 Appendix F Jurisdictional Determination Request hart hickman SMARTER ENVWtON#MNTAL SOLUTIONS Jurisdictional Determination Request 0 US Army Corps of Engineers Wilmington District This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or facsimile. A current list of county assignments by Field Office and project manager can be found on-line at: http://www.saw.usace.army.mil/Missions/Re 7u latoryPermitProgram.aspx , by telephoning: 910-251-4633, or by contacting any of the field offices listed below: ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Fax Number: (919) 562-0421 WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington. North Carolina 28403 General Number: 910-251-4633 Fax Number: (910) 251-4025 Version: December 2013 Page 1 Jurisdictional Determination Request INSTRUCTIONS: All requestors must complete Parts A, B, C, D, E and F. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part G. NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD 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 also request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Version: December 2013 Page 2 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: Intersection of Pulp Mill Road and Elwood Holliday Road City, State: Jamesville, North Carolina County: Martin Directions: From 1-40E. take exit 289 to merge onto 1-440E, take exit 14 to merge onto US -64E. Take exit 515 to merge onto US -64E. Continue approx. 16 miles to turn left onto Pulp Mill Road. Parcel Index Number(s) (PIN): 0100322 B. REQUESTOR INFORMATION Name: Mailing Address: Telephone Number: Electronic Mail Address]: Matt Ingalls 2923 South Tryon Street, Suite 100 704-586-0007 mingalls@harthickman.com Select one: ❑ I am the current property owner. ❑✓ I am an Authorized Agent or Environmental Consultant` ❑ Interested Buyer or Under Contract to Purchase ❑ Other, please explain. C. PROPERTY OWNER INFORMATION Name: Seth A. Davis Heirs Go William L. Davis Mailing Address: 5770 Regents village Drive Winston-Salem, NC 27103 Telephone Number: Electronic Mail Address;: ❑✓ Proof of Ownership Attached (e.g. a copy of Deed. County GIS/Parcel/Tax Record data) 1 If available 2 Must attach completed Agent Authorization Form 3 If available Version: December 2013 Page 3 jurisdictional Determination Request D. PROPERTY OWNER CERTMCATION' I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a detennination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. \-0141-11 ('\ )., 13 Property Owner (please print) Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One: Date I ani rcT„Citing that the Corps provide a prl •eliminar JD for th.- property identi1 cd herein. This request (fees include a delineation. I ani requesting that the Corps provide a preliminary JD for the properly identified herein. This request sloes NOT include a delineation. 1 ani requesting that the Corps investigate the property/project area for the presence or absence of WoUS5 and provide an ap tp •oved JD for the property identiFied herein. This requcst does NOT include a request for a verified delineation. I am requesting that the Corps delineate the boundaries of all WoUS on a property/project area and provide an a )roved JD (this may or may not include a survey plat). I ani requesting that the Corps evaluate and approve a delineation of WeUS (conducted by o(hers) on a property/project area and provide an approved JD (may or may not include a survey plat). ” For NCDOT requests following the current NCD07/USACE protocols, skip to Part E. S Waters of the United States Version: December 2013 page 4 Jurisdictional Determination Request F. ALL REQUESTS aMap of Property or Project Area (attached). This Map must clearly depict the boundaries of the area of evaluation. ❑✓ Size of Property or Project Area 121 acres nI verify that the property (or project) boundaries have recently been surveyed and marked by a licensed land surveyor OR are otherwise clearly marked or distinguishable. G. JD REQUESTS FROM CONSULTANTS OR AGENCIES (1) Preliminary JD Requests: Completed and signed Preliminary Jurisdictional Determination Formb. ❑V Project Coordinates: 35.843644 Latitude -76.798255 Longitude Maps (no larger than 11 x 17) with Project Boundary Overlay: ✓❑ Large and small scale maps that depict, at minimum: streets, intersections, towns W1 Aerial Photography of the project area 0 USGS Topographic Map ❑✓ Soil Survey Map aOther Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) 6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008 Version: December 2013 Page 5 Jurisdictional Determination Request Delineation Information (when applicable): Wetlands: 7 Wetland Data Sheetsx Tributaries: ❑ USACE Assessment Forms ❑ Upland Data Sheets - Other Assessment Forms (when appropriate) F7Landscape Photos, if taken 7 Field Sketch overlain on legible Map that includes: ■ All aquatic resources (for sites with multiple resources, label and identify) ■ Locations of wetland data points and/or tributary assessment reaches ■ Locations of photo stations • Approximate acreage/linear footage of aquatic resources (2) Approved JDs including Verification of a Delineation: ❑ Project Coordinates: Latitude Longitude Maps (no larger than 11x17) with Project Boundary Overlay: ❑ Large and small scale maps that depict, at minimum: streets, intersections, towns ❑ Aerial Photography of the project area ❑ USGS Topographic Map ❑ Soil Survey Map ❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps) 1987 Manual Regional Supplements and Data forms can be found at: http://www.usace.army.miI/Missions/CivilWorks/RegulatoryProgramandPermits/reg supe aspx Wetland and Stream Assessment Methodologies can be found at: http://Dortal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&eroupld=38364 and, http://www.saw.usace.army.mil/Portals/59/docs/re,gulatory/publicnotices/2013/NCSAM Draft User Manual 130318.0 8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Version: December 2013 Page 6 Jurisdictional Determination Request Delineation Information (when applicable): Wetlands: ❑ Wetland Data Sheets9 Tributaries: ❑ USACE Assessment Forms ❑ Upland Data Sheets ❑ Other Assessment Forms (when appropriate) ❑ Landscape Photos, if taken ❑ Field Sketch overlain on legible Map that includes: • All aquatic resources (for sites with multiple resources, label and identify) • Locations of wetland data points and/or tributary assessment reaches • Locations of photo stations • Approximate acreage/linear footage of aquatic resources Supporting Jurisdictional Information (for Approved JDs only) ❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos Form(s)") Map(s) depicting the potential (or lack of potential) hydrologic connection(s), F-1 adjacency, etc. to navigable waters. 9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Version: December 2013 Page 7 Jurisdictional Determination Request I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT Prior to final production of a Plat, the Wilmington District recommends that the Land Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for review. Due to storage limitations of our administrative records, the Corps requires that all hard- copy submittals include at least one original Plat (to scale) that is no larger than 11 "x 17" (the use of match lines for larger tracts acceptable). Additional copies of a plat, including those larger than 11 "x 17", may also be submitted for Corps signature as needed. The Corps also accepts electronic submittals of plats, such as those transmitted as a Portable Document Format (PDF) file. Upon verification, the Corps can electronically sign these plats and return them via e-mail to the requestor. (1) PLATS SUBMITTED FOR APPROVAL Must be sealed and signed by a licensed professional land surveyor ❑ Must be to scale (all maps must include both a graphic scale and a verbal scale) Must be legible Must include a North Arrow, Scale(s), Title, Property Information Must include a legible WoUS Delineation Table of distances and bearings/metes and bounds/GPS coordinates of all surveyed delineation points Must clearly depict surveyed property or project boundaries ❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property corner, USGS monument) When wetlands are depicted: • Must include acreage (or square footage) of wetland polygons • Must identify each wetland polygon using an alphanumeric system Version: December 2013 Page 8 Jurisdictional Determination Request When tributaries are depicted: • Must include either a surveyed, approximate centerline of tributary with approximate width of tributary OR surveyed Ordinary High Water Marks (OHWM) of tributary • Must identify each tributary using an alphanumeric system • Must include linear footage of tributaries and calculated area (using approximate widths or surveyed OHWM) • Must include name of tributary (based on the most recent USGS topographic map) or, when no USGS name exists, identify as `unnamed tributary" all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to surveyed project/property boundaries Must include the location of wetland data points and/or tributary assessment reaches Must include, label accordingly, and depict acreage of all waters not currently_ subject to the requirements of the CWA (e.g. "isolated wetlands", "non - jurisdictional waters"). NOTE: An approved JD must be conducted in order to snake an official Corps determination that a particular waterbody or wetland is not jurisdictional. Must include and survey all existing conveyances (pipes, culverts, etc.) that transport WoUS Version: December 2013 Page 9 Jurisdictional Determination Request (2) CERTIFICATION LANGUAGE When the entire actual Jurisdictional Boundary is depicted: include the following Corps Certification language: "This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is a change in the law or our published regulations, the determination of Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USA CE Action 1D No.: When uplands may be present within a depicted Jurisdictional Boundary: include the following Corps Certification language: "This certifies that this copy of this plat identifies all areas of waters of the United States regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon for a period not to exceed five years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USA CE Action 1D No.: Version: December 2013 Page 10 Jurisdictional Determination Request (3) GPS SURVEYS For Surveys prepared using a Global Positioning System (GPS), the Survey must include all of the above, as well as: ❑ be at sub -meter accuracy at each survey point. include an accuracy verification: One or more known points (property corner, monument) shall be located with the GPS and cross-referenced with the existing traditional property survey (metes and bounds). ❑ include a brief description of the GPS equipment utilized. Version: December 2013 Page 11 Agent Certification of Authorization I, LiVO4" Na-5� , representing the prospective developer of Parcel 0100322 which is located at the intersection of Pulp Mill Road and Elwood Holliday Road in Jamesville, Martin County, NC (approx. 121 acres), certify that I have authorized Hart & Hickman, PC to act on prospective developer's behalf and take all actions necessary to the processing, issuance, and acceptance of a Preliminary Jurisdictional Determination and 401/404 permitting for this property. 1tW1JW 4 Prospective Developer's Signature Name/Title: Company: (a 5 Date Agent's Signature Matt Ingalls Hart & Hickman, PC 6/2/17 Date Property Location: Residential Property Record Card - Martin Co - 2017 1291 Elwood Holliday Rd Parcel ID: 0100322 Account No: 6880 Current Owner Previous Owner History Miscellaneous Davis, Seth A Heirs Name Deed Date Deed Info: M -5/2 - C/O William L Davis Zoning: 5770 Regents Village Dr Map Block L 6756-29-5162 Winston-Salem Nc 27103 Neighborhd: 101 Routing No: 14 Notes Entrance Information Census Trct: 2178 Date Time ID Acty Entrance Code Source Fire District: Estimates 06/22/2000 00 Entry MRA: 03/13/2008 28 Entry + Sign Weighted: Entry + Sign Market: Class: A State Class: 101 Card 1 of 2 Assessment Information Appraised: Sales History Prior Book/Page Date Price Type Validity 262,860 Use: 92,879 91,492 Permit Information 65,890 Date Permit # Price Purpose % Comp. 12/21/2015 11558 9,500,000 Solar Farm 0 Value: 0 Land Information Type Size Grade Influence Factor 1, 2 and % Value Homesite A 2 0 0 25,000 Open Land A 15 20 Aa 0 45,000 Open Land A 54 20 Aa 0 125,750 Site Open La A 5 70 Aa 0 40,000 Pasture A 6 10 Aa 0 16,500 Woodland A 30.4 60 Wa 0 33,780 Total Acres for this Parcel 38.4 Total Land Value 286,030 Out Building Information Type Qty Year Size1 Size2 Grade Cond %Good Value Asphalt Or Blacktop Paving 1 0 10 80 D P 100% 170 Storage Barn 1 1980 11 33 C A 40% 500 Prefab Steel Bldg 1 2000 24 48 C A 0% 6,570 0 0 0 0 0% 0 0 0 0 0 0% 0 0 0 0 0 0% 0 0 0 0 0 0% 0 0 0 Total OBY for this card 7,240 Univers Printed Mon, Apr 17, 2017 (7.5.5.1) Class: A State Class: 101 Card 1 of 2 Assessment Information Appraised: Current Prior Land: 286,030 262,860 Use: 92,879 91,492 Building: 65,890 66,130 Total: 158,769 157,622 Assessed Information: Value: 158,769 Effective DOV: 1/1/2017 Value Flag: FARM USE Manual Override Reason: UPDATE Inspection witness by: Property Location: Low 1st 2nd 3rd Tot 1291 Elwood Holliday Rd Dwelling Information Style: Ranch Condo Style: Bedrooms:0 Exterior Walls: Asbest/Wd Sh Story Height: 2.0 Attic: None Interior/Exterior. Same Basement: Pier/Slab Bsmt Garage: 0 Rec Room size: 0 0 FBLA size: 0 0 Unfinished Area: 0 Inlaw Apts: 0 WB Fireplace: Stacks 0 Openings 0 MTL Fireplace: Stacks 0 Openings 0 Heating Type: None Fuel: None Heating System: None Year Built: 1900 Eff. Yr Built: 1900 GFAITrue GFA: 616 904 TLAITrue TLA: 1520 1520 Basement Area: 0 Grade: C Condition: Very Poor CDU: AV Building Notes: Parcel ID Residential Property Record Card - Martin Co - 2017 Parcel ID: 0100322 Account No: 6880 Replacement Costs Low 1st 2nd 3rd Tot Rooms: 0 0 T 0 0 6 Bedrooms:0 -6,120 0 0 0 2 Full Baths: 0 0 0 0 1 Half Baths: 0 0 0 0 0 Add? Fixtures: 0 0 0 0 0 Parcel ID Residential Property Record Card - Martin Co - 2017 Parcel ID: 0100322 Account No: 6880 Replacement Costs Base Price: 182,850 Additions: 15,200 Unfinished Area: 0 Basement: -6,120 Attic: 0 Plumbing: 0 Heating A/C Adj.: -10,570 FBLA: 0 Rec Room: 0 Fire Place: 0 Basement Garage: 0 Exterior Trim: 0 Subtotal: 181,360 Grade Factor. 1.00 C 8 D Factor: 0.00 Total RCN: 181,360 Percent Good. 0.30 Market Adj.: 0.00 Total RCNLD: 38,090 Addition Information Low 1st 2nd 3rd Area Points 10 288 12100 11 108 2500 32 80 600 Location 12 1 6 22 28 2Fr 28 616 22 4 °D Class: A State Class: 101 Card 1 of 2 Owner/Values: Includes all LandlBuildingslOSYs for this Parcel Current Cost Market Income Land. 92,879 286,030 0 0 Building: 65,890 65,890 0 0 Total: 158,769 351,920 0 0 Comparable Sales Summary Year Bed- Bath DOS Price TLA Style Grade built room Full Half 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 De=btor/Area A:2Fr 616 sgft 8:1 Fr 288 sgft C: aFP 108 sgft D:CNPY 80 sgft Prior 91,492 66,130 157,622 Acres 0 0 0 0 0 �uw `,•,� , "�` ,�, .. �je. rr• -w- -•4r"' .... ,m-. .Iw- .r +w- m .r -.w- � .� G a � � � � � —'+- sa.. x i ���• •� w �-r. .— >`�-tw, -"w'•...«.-'► ,..,... .r-. '"ir'.,�„ -. �-.. ..•r. 'ar w!'".�. 3� ww � _..a. t _ :� �.. ARV ry � ► i" w * * * > 7Jrj 111?'li , • f i • „y�.,... ,r+- _„au, ^'•}' ;. 01.E=; - �i _. a-' ,.._ y" orb 1556 s .• a a .... y *" t t✓' '.' 5 _ -amu. Ij - + r c INOUSTRIAI. ,. .—WASTE • y�, r 1 x'E t NDS SITE P 565) °. APPROXIMATE 0 2000 4000 SCALE IN FEET U.S.G.S. QUADRANGLE MAP PLYMOUTH WEST, NORTH CAROLINA 1998 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) TITLE SITE LOCATION MAP PROJECT 121 -ACRE PROPERTY PULP MILL ROAD JAMESVILLE, NORTH CAROLINA hart 1 h i c k m a n 2923 South Tryon Strect-Suitc 10C Charlotte, North Carolina 28203 704586-0007 (p) 704586-0373 (1) SMARTER ENVIRONMENTAL SOLUTIONS DATE: 06-02-2017 REVISION NO: 0 JOB NO: SEO-002-2 FIGURE: 1 PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): June 2017 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Attn: Matt Ingalls, Hart & Hickman, PC, 2923 South Tryon Street, Suite 100, Charlotte, NC, 28203. C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, file name and number to be determined D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Martin City: Jamesville Center coordinates of site (lat/long in degree decimal format): Lat. 35.843644°, Long. -76.798255°. Universal Transverse Mercator: Name of nearest water body: Welch Creek Identify (estimate) amount of waters in the review area: Non -wetland waters: 1,120 linear feet Cowardin Class: R4SB Stream Flow: Intermittent Wetlands: 0.888 acre Cowardin Class: PFO1C and PUB4 Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non -Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 12/16/2015 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): ® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Preliminary Wetland Survey Sketch prepared by Hart & Hickman, PC, and dated December 30, 2015. Jamesville Road JD Feature Map, prepared by SunEnergyl, LLC, and dated May 31, 2017. ® Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: Plymouth West, 1998, 1:24,000. ® USDA Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey Version 3. 1. October 8, 2015. ® National wetlands inventory map(s). Cite name: October 2, 2015. ❑ State/Local wetland inventory map(s): ® FEMA/FIRM maps: Map Number 3720675600J, effective September 19, 2007 and 3720675700L, effective February 4, 2009. ❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ® Aerial (Name & Date): Preliminary Wetland Survey Sketch prepared by Hart & Hickman, PC, and dated December 30, 2015. or ® Other (Name & Date): Site Photos 121 -Acre Property Pulp Mill Road 10/10/15. ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) 2 See JD Request Form Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is Impracticable) SEO-002 Intersection of Pnln Mill Road & Elwood Hollidav Road Jamesville. NC Estimated amount of Site Cowardin Class of aquatic Latitude Longitude aquatic resource in number Class resource review area A 35.843581 -76.800624 PFO1C 0.606 acre Forested Wetland SCA 35.844734 -76.801009 R4SB 1,057 LF Intermittent Stream SCB 35.846177 -76.797011 R4SB 63 LF Intermittent Stream SWA 35.846164 -76.798764 PUB4 0.282 acre Surface Water 35° 50'%"N 35" 50'19"N 3 Soil Map—Martin County. North Carolina 3 337000 337100 337210 337300 337400 3375W 337600 337700 337800 337900 338000 338100 338200 338300 338400 338500 338600 3 3 Map Scale: 1:8,030 f phnted on A landscape (11" x 8.5") sheet. Meters nN 0 100 200 400 600 all Feet ,\ 0 350 700 1400 2100 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: JrM Zone 18N WGS84 USDA Natural Resources Web Soil Survey 10/8/2015 Conservation Service National Cooperative Soil Survey Page 1 of 3 MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons . f Soil Map Unit Lines E3 Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot `p Landfill Lava Flow Marsh or swamp Mine or Quarry } Miscellaneous Water ` Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Soil Map—Martin County, North Carolina Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation +44 Rails .•w� Interstate Highways US Routes Major Roads Local Roads Background ® Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000 Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: hftp://websoilsurvey.nres.usda.gov Coordinate System: Web Mercator (EPS&3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Martin County, North Carolina Survey Area Data: Version 10, Sep 13, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: May 9, 2010—Apr 17, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 10/8/2015 �� Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Martin County, North Carolina Map Unit Legend Martin County, North Carolina (NC117) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Bb BoB CrA CrB CrC2 GoA Le NoA TaB Ud W WnD Totals for Area of Interest Bibb loam, frequently flooded Bonneau loamy sand, 0 to 6 percent slopes Craven fine sandy loam, 0 to 1 percent slopes Craven fine sandy loam, 1 to 4 percent slopes Craven clay loam, 4 to 12 percent slopes, eroded Goldsboro fine sandy loam, 0 to 2 percent slopes Lenoir loam Norfolk loamy fine sand, 0 to 2 percent slopes Tarboro loamy sand, 0 to 5 percent slopes Udorthents, loamy Water Winton fine sandy loam, 8 to 15 percent slopes 10.5 99.7 38.1 1.2 15.0 6.9 0.3 10.6 0.2 4.9 21.1 9.6 218.2 4.8% 45.7% 17.5% 0.5% 6.9% 3.2% 0.2% 4.9% 0.1% 2.3% 9.7% 4.4% 100.0% USDA Natural Resources Web Soil Survey 10/8/2015 Conservation Service National Cooperative Soil Survey Page 3 of 3 Jamesville Pulp U.S. Fish and Wildlife Service Mill National Wetlands i,s Invents s Oct 2, 2015 I � Wetlands - Freshwater Emergent _ Freshwater ForestedlShrub Estuarine and Marine Deepwater Estuarine and Marine � I E Freshwater Pond ° Lake u x - Rivenne I kv Other ALM s°k r' is 500 m},* .. ,.��t at 2000 ft This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used the Wetlands Mapper web site. in accordance with the layer metadata found on User Remarks: STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM ZONE x FROM LOOODIiENG EFFECTS CREEK LEGEND \ 2aalaoY FF.FY ' R rYtt f Y35 ?85156 FEFt ZONE x. ZONE '•• a-'rn JOMS PANEL 6757 n -4'b ZONEx.. � iia SPECIAL fi-Ow HAZARD AREAS (9HAS) SUILSLI TO � r.... 0)aF2Ft ti .., '- INUNDATION BY THE 1% ANNUAL CHANCE HADD ' am•.a rnaax row t IaU->lr lint>, allo aYq..n x le Nne moY. me tNol `1j---.. � LONE x i` ZONE , n met � .. ct+axe d Bt•'9 aNaW � m Yrry Warr vedr 1 W (i'atE IYS1C LIgWAN \\ > ��i, � w �';u' rta mea waN>t m M90tq M me 1W erxrwr throe !load d SPm>Y si l a uscWe 7o'e> A. AF All AO AA 499. 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AMC R...Cid I tt a x s 1 a 4 doaMra•rb Weww MAP REVISED MAP NUMBER FEBRUARY 4, 2009 3720675700L r a . ..left r•i ;nrM111 C W1'raima ii i ii .ii •ii WETLAND DATA POINT TABLE DATA POINT I LATITUDE I LONGITUDE WETLAND A 135.84358193 -76.80062417 JURISDICTIONAL FEATURES FEATURE NAME AREA ACRES FEATURE NAME LENGHT FT WETLAND A 0.60606 STREAM A 1057 SWA 0.28243 STREAM 8 63 TOTAL CHANNEL 1120 MAP LEGEND RIGHT-OF-WAY O JURISDICTIONAL WETLAND FEATURE JURISDICTIONAL SURFACE WATER FEATURE JURISDICTIONAL STREAM CHANNEL TREE LINE ® WETLAND DATA POINT PROJECT: DATE: 31 MAY 2017 JAM ESVI LLE ROAD SOLAR, LLC ITrrLE. ' JAMESVILLE ROAD JD FEATURE MAP - - - - --- - - DED BY HART & HICKMAN, PC ON 01/06/16 3. PARCEL OWNER: WILLIAM L. DAVIS AND MARY ELLEN DAVIS ELLIOTT 4. PARCEL ID: MARTIN CO NC PARCEL 0100322 SITE ADDRESS: 1220 ELWOOD HOLLIDAY ROAD JAMESVILLE, NC 27846 r 1;T�R EWAY DR MOORESVILLE NC 28117 (T) 704-662-0375 704-662-0352 WETLAND D ETLANDDETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: 59.o-ooZ RinM l Rd City/County: fvvASru ) Iw arL�I ut✓ Sampling Date: 10/10 Applicant/Owner: State: Sampling Point: IAl;A A_ Investigator(s): � L I -j uy KR Section, Township, Range: P)#Ae1 :,,k 5 --ST Landform (hillslope, terrace, etc.): !r3 Local relief (concave, convex, none): C 0 W c aV1 Slope (%): 0 - Subregion (LRR or MLRA): LRR Lat: 35. gq 3513 29 3 Long: R.,'8b0(-2 4 Datum: Soil Map Unit Name: Cr(t\WAd C )rte LAOI't NWI classification: NA Are climatic / hydrologic conditions on the site typical for this time of year? Yes --.)01/— No (if no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? "0 Are `Normal Circumstances' present? Yes --V/ No Are Vegetation , Soil , or Hydrology naturally problematic? No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: HYDROLOGY Wetland Hydrology indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required• check all that aooly) _ Surface Soil Cracks (B6) _ Surface Water (A1) _ Aquatic Fauna (813) Sparsely Vegetated Concave Surface (68) _ High Water Table (A2) — furl Deposits (815) (LRR U) ,Drainage Patterns (B10) ,Saturation (A3) Water Marks {G/Hydrogen Sulfide Odor (C1) Moss Trim Lines (1316) (61) _ Oxidized Rhizospheres along Living Roots (C3) _ Dry -Season Water Table (C2) _,pediment Deposits (B2) _ Presence of Reduced Iron (C4) _ Crayfish Burrows (C8) Pnft Deposits (133) _ Recent Iron Reduction in Tilled Soils (C6) _ Saturation Visible on Aerial Imagery (C9) L/ Algal Mat or Crust (134) _ Thin Muck Surface (C7) Geomorphic Position (D2) _ Iron Deposits (135) _ Other (Explain in Remarks) _ Shallow Aquitard (D3) _ Inundation Visible on Aerial Imagery (87) _ FAC -Neutral Test (135) _ Water -Stained Leaves (89) _ Sphagnum moss (D8) (LRR T. U) Field Observations: Surface Water Present? Yes No Depth (inches): Water Table Present? Yes No , ,Depth (inches): D b Saturation Present? Yes No _ Depth (inches): 'iia S Weiland Hydrology Present? Yes� No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point: 16j� Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: ) % Cover Species? Status Number of Dominant Species 1• rs) A That Are OBL, FACW, or FAC: (A) 2. 3 Total Number of Dominant Species Across All Strata: 3 (B) 4. Percent of Dominant Species o 5. That Are OBL, FACW, or FAC: 10D (AIB) 6. LIS = Total Cover 50% of total cover: 22.5 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5' Hydrophytic = Total Cover Vegetation 50% of total cover: _ 20% of total cover: Present? Yes Z No Remarks: (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 =Total Cover .o....o.. o.....o......��..00.. 50% of total cover: 20% of total cover: Total % Cover of: Multiply by: Sapling Stratum (Plot size: ) OBL species x 1 = 1. P'l A FACW species x2= FAC species x3= FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = BIA = 2 3 4 5 6. = Total Cover Hyd/�ophytic Vegetation Indicators: 50% of total cover: 20% of total cover: t/ I% Rapid Test for Hydrophytic Vegetation '—//2 Shrub Stratum (Plot size: ) - Dominance Test is >50% 1. _p)A _ 3 - Prevalence Index is 53.0' 2• _ Problematic Hydrophytic Vegetation' (Explain) 3. Indicators of hydric soil and wetland hydrology must 4. 5. be present, unless disturbed or problematic. 6• Definitions of Five Vegetation Strata: = Total Cover Tree — Woody plants, excluding woody vines, 50% of total cover: 20% of total cover: approximately 20 it (6 m) or more in height and 3 in. Herb Stratum (Plot size: ) (7.6 cm) or larger in diameter at breast height (DBH). 1. _ T�1D {n Gt o trot ou _�_ O BL -y�. Sapling —Woody plants, excluding woody vines, 2. 5crVDus r— peri pet i Aos rs FAZW approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. 3. �. ui)wi a i n. fr 8%,t. S �_ �L 4. Shrub — Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb —All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. 5 6• 7, 8 9. Woody vine —All woody vines, regardless of height. 10. 11. LIS = Total Cover 50% of total cover: 22.5 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5' Hydrophytic = Total Cover Vegetation 50% of total cover: _ 20% of total cover: Present? Yes Z No Remarks: (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 SOIL Profile Des to rorc Depth Matrix Redox Features (inches) Color moist -A Color (moist) % Twe L�oc7— 0-8 G Z i at)_ g -Io Z•Y 90 IS VR 6,4 to'� c_ Sampling Point: wMA Indicators.) Texture Remarks 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. location: PL=Pore Lining M=Metrix. Hydric Soil indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Sc _ Histosol (A1) _ Polyvalue Below Surface (S8) (LRR S, T, U) _ 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) _ Thin Dark Surface (S9) (LRR S, T, U) _ 2 cm Muck (A10) (LRR S) _ Black Histic (A3) _ Loamy Mucky Mineral (F1) (LRR O) _ Reduced Vertic (F18) (outside MLRA 150A,B) _ Hydrogen Sulfide (A4) _ oamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) (LRR P, S, T) — Stratified Layers (A5) Depleted Matrix (F3) _ Anomalous Bright Loamy Soils (1720) _ Organic Bodies (A6) (LRR P, T, U) _ Redox Dark Surface (F6) (MLRA 1538) _ 5 cm Mucky Mineral (A7) (LRR P, T, U) _ Depleted Dark Surface (177) _ Red Parent Material (TF2) _ Muck Presence (A8) (LRR U) _ Redox Depressions (F8) _ Very Shallow Dark Surface (TF1 2) _ 1 cm Muck (A9) (LRR P, T) _ Marl (F10) (LRR U) _ Other (Explain in Remarks) _ Depleted Below Dark Surface (A11) _ Depleted Ochric (F11) (MLRA 151) _ Thick Dark Surface (Al 2) _ Iran -Manganese Masses (F12) (LRR O, P, T) 31ndicators of hydrophytic vegetation and _ Coast Prairie Redox (A16) (MLRA 150A) _ Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, _ Sandy Mucky Mineral (S1) (LRR O, S) _ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. _ Sandy Gleyed Matrix (S4) _ Reduced Vertic (F18) (MLRA 150A, 1508) _ Sandy Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA 149A) _ Stripped Matrix (S6) _ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Dark Surface (S7) (LRR P, S, T, U) Type: Depth (inches): Hydric Soli Present? Yes / No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region –Version 2.0 NC DWQ Stream Identification Form Versinn 4.11 SCA Date: Ie Ile, Project/Site: S<c,.t7-V02 Latitude: 36,egg35Z- jY Evaluator: JL W6AV -t$X County:, w Nto,�# � Longitude: g' q4. 8a 12813 2 Total Points: Stream is at least intermittent St termination (circle one) Other PI L3w zJ44, ebfi if>_ 19 orperennial if;' 30• heme I Intermittent Perennial e.g. Quad Name: rr. ueomor nolo (subtotal = ) 18- Continuity of channel bed and bank Absent Weak 1 Moderate 2 Strong 3 2. Sinuosity of channel along thalweg 15. Sediment on plants or debris 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 1 No = 0e = 3 1 2 3 4. Particle size of stream substrate 22. Fish 1 2 3 5. Activelrelict floodplain 0.5 1 2 3 6. Depositional bars or benches 0 1.5 2 3 7. Recent alluvial deposits 0 26. Wetland plants in streambed 2 3 8. Headcuts 0 2 3 9. Grade control 0 1 1.5 10. Natural valley 0 1 1.5 11. Second or greater order channel 60D= 0 Yes =3 ....I co We nvL FaMU; see ulscusslons in manual B. Hydrology (Subtotal= 12. Presence of Baseflow 0 2 3 13. Iron oxidizing bacteria 0 1 3 14. Leaf litter 1 0.5 0 15. Sediment on plants or debris 0.5 1 1.5 16. Organic debris lines or piles 0 M 1 1.5 17. Soil -based evidence of high water table? 1 No = 0e = 3 C. BIOIOW (Subtotal = 1J. Z. 1 18. Fibrous roots in streambed 3 1 0 19. Rooted upland plants in streambed 3 1 0 20. Macrobenthos (note diversity and abundance) 1 2 3 21. Aquatic Mollusks 1 2 3 22. Fish 0.5 1 1.5 23. Crayfish 0.5 1 1.5 24. Amphibians 0 5 1 1.5 25. Algae 0.5 1 1.5 26. Wetland plants in streambed FACW = .7 ; OBL = 1.5 Other = 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: j NC DWQ Stream Identification Form Version 4.11 Date: ' p t t7` jJ Projeci/Site: Latitude: 35.(34 61109 Evaluator:-j(rW�.AULiZ County: Mp�•i;Longitude: 001A, Total Points: Stream is at least Intermittent Slaam Determination (circle one) Other if 19 orperennial if 2:3o* (3 . S phem at Intermittent Perennial e.g. Quad me: A. Geomorphology (Subtotal = ) Continuity of channel bed and bank 2. Sinuosity of channel along thalweg 3. in -channel structure: ex. riMe-pool, step -pool, ripple -pool sequence 4. Particle size of stream substrate 5. Active/relict Floodplain 6. Depositional bars or benches 7. Recent alluvial deposits U. Headcuts S. Grade control 10. Natural valley 11. Second or greater order channel artificial ditches are not rated; see discussions in manual B. Hvdroloav (Suhtofal = 14 V 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1 2 3 0 1' 2 3 0 1 2 3 0 21. Aquatic Mollusks 2 3 0 .5 1 1.5 0 0.5 1 1.5 N =0 25. Algae Yes =3 1 12. Presence of Baseflow 1 2 13. Iron oxidizing bacteria 14. Leaf litter 1 1 2 .5 15. Sediment on plants or debris - 0 0.5 16. Organic debris lines or piles ' 0 0.5 1 0.5 17. Soil -based evidence of high water table? No = 0 1 C. Biolo Subtotal = 18. Fibrous roots in streambed 3 19. Rooted upland plants in streambed 3 1 20. Macrobenthos (note diversity and abundance) 2 1 21. Aquatic Mollusks 1 2 22. Fish 1 2 23. Crayfish 0.5 10.5 24. Amphibians 1 25. Algae 0 5 1 26. Wetland plants in streambed *perennial 0.6 FACW = 0.75: OBL = 1.5 1 Other streams may also be identified using other methods. See p. 35 of manual. Sketch: 3 3 3 0 1.5 1.5 0 0 3 3 1.5 1.5 1.5 1.5 N N 0 0 0 Lu U) Photograph 1: Wetland area A located in the western portion of the site. Photograph 2: Wetland area A located in the western portion of the site. V 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD ► hickman 704.586.0007(p) 704.586.03730 JAMESVILLE, NORTH harlotte, NC 28203 PULP MILL OCAROLINA N N 0 0 0 w U) Photograph 3: Sparsely vegetated concave surface and algal mats located within wetland area A. Photograph 4: Low chroma soil with redoximorphic concentrations located within wetland area A. 4 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart AD W hickman Charlotte, NC 28203 PULP MILL 704.586.0007(p) 704.586.0373(f JAMESVILLE, NORTH OCAROLINA N N 0 0 0 w U) Photograph 7: Surface water retention pond located in the northern portion of the site. Photograph 8: Upland area located in the central portion of the site. 14 2923 S. Tryon Street, Suite 100 121 -ACRE PROPERTY hart � NC 28203 PULP MILL O hickman 704.586.0 07(p) 704.586.0373(f JAMESVILLE, NORTH