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HomeMy WebLinkAbout20230306 Ver 1_ePCN Application_20230224DWR Division of Water Resources Initial Review Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) April 13, 2022 Ver 4.3 Has this project met the requirements for acceptance in to the review process? * Yes No Is this project a public transportation project?* Yes No Change only If needed. Pre -Filing Meeting Date Request was submitted on: 5/23/2022 BIMS # Assigned * Version#* 20230306 1 Is a payment required for this project? * No payment required Fee received Fee needed - send electronic notification Reviewing Office* Winston-Salem Regional Office - (336) 776- 9800 Information for Initial Review What amout is owed?* $240.00 $570.00 Select Project Reviewer* Seren Homer:Senren.Homer@ncdenr.gov la. Name of project: Bear Branch Solar Project la. Who is the Primary Contact?* Jennifer Schroeder 1b. Primary Contact Email: * lc. Primary Contact Phone: * jbschroeder@capitalpower.com (403)462-4499 Date Submitted 2/24/2023 Nearest Body of Water Dan River Basin Roanoke Water Classification WS-V Site Coordinates Latitude: Longitude: 36.344467 -80.120042 A. Processing Information Is this project connected with ARPA funding?* Yes No County (or Counties) where the project is located: Stokes Is this a NCDMS Project Yes No Is this project a public transportation project?* Yes No la. Type(s) of approval sought from the Corps: Section 404 Permit (wetlands, streams and waters, Clean Water Act) Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* Yes No 1b. What type(s) of permit(s) do you wish to seek authorization? Nationwide Permit (NWP) Regional General Permit (RGP) Standard (IP) lc. Has the NWP or GP number been verified by the Corps? Yes No Nationwide Permit (NWP) Number: 14 - Linear transportation NWP Numbers (for multiple NWPS): ld. Type(s) of approval sought from the DWR: 401 Water Quality Certification - Regular Non-404 Jurisdictional General Permit Individual 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: If. Is this an after -the -fact permit application?* Yes No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? Yes No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? Yes No lh. Is the project located in any of NC's twenty coastal counties? Yes No 1j. Is the project located in a designated trout watershed? Yes No B. Applicant Information Id. Who is applying for the permit? Owner Applicant (other than owner) le. Is there an Agent/Consultant for this project? * Yes No 2. Owner Information 2a. Name(s) on recorded deed: Farms of Stokes, LLC 2b. Deed book and page no.: 2c. Contact Person: Samuel Wilson 401 Water Quality Certification - Express Riparian Buffer Authorization Yes No Yes No 2d. Address Street Address 113 Rollingwood Drive Address Line 2 City State / Province / Region New Bern North Carolina Postal / Zip Code Country 28562 USA 2e. Telephone Number: 2f. Fax Number: (999)999-9999 2g. Email Address:* no@email.com 3. Applicant Information (if different from owner) 3a. Name: Jennifer Schroeder 3b. Business Name: Capital Power Corporation (Leasee) 3c. Address Street Address 155 Federal Street Address Line 2 Suite 1200, 12th Floor City State / Province / Region Boston Massachusetts Postal / Zip Code Country 02110 USA 3d. Telephone Number: 3e. Fax Number: (403)462-4499 3f. Email Address: * jbschroeder@capitalpower.com 4. Agent/Consultant (if applicable) 4a. Name: Jason Hartshorn, PWS 4b. Business Name: Kimley-Horn 4c. Address Street Address 421 Fayetteville Street Address Line 2 Suite 600 City Raleigh Postal / Zip Code 27601 4d. Telephone Number: (919)678-4155 4f. Email Address: * Jason.Hartshorn@kimley-horn.com State / Province / Region North Carolina Country USA 4e. Fax Number: C. Project Information and Prior Project History O 1. Project Information 1b. Subdivision name: (if appropriate) lc. Nearest municipality / town: Walnut Cove 2. Project Identification 2a. Property Identification Number: 6974159192 000 2b. Property size: 522.1 2c. Project Address Street Address Address Line 2 City Postal / Zip Code 3. Surface Waters 3a. Name of the nearest body of water to proposed project: * Dan River 3b. Water Resources Classification of nearest receiving water: * WS-V 3c. What river basin(s) is your project located in?* Roanoke 3d. Please provide the 12-digit HUC in which the project is located. 030101030306 4. Project Description and History State / Province / Region Country 4a. 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 is situated east of Tuttle Road, south of Tilley Road, and west of the Dan River in Walnut Cove, Stokes County, North Carolina. Land use in the project vicinity is largely composed of agricultural and silvicultural land fragmented by undeveloped riparian corridors and single-family residential properties. Land use within the Site boundary is composed primarily of planted loblolly pine intersected by narrow, mixed -hardwood riparian corridors, and two small agriculture fields. The planted pine stands within the Site range from an estimated 5- to 30-years in age. Unimproved forestry roads are present throughout the Site and an overhead powerline and easement are located in the western portion of the Site near Tuttle Road. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? * Yes No Unknown 4f. List the total estimated acreage of all existing wetlands on the property: 1.12 acres 4g. List the total estimated linear feet of all existing streams on the property: 24,315 linear feet 4h. Explain the purpose of the proposed project: * The purpose of the proposed Project is to construct a utility -scale solar farm between Tuttle Road and the Dan River to provide renewable energy for the surrounding electrical grid. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: * The approximately 522-acre Project would install photovoltaic solar panels organized in large arrays oriented around the Site to best utilize available solar energy and work with natural land topography to the extent practicable. The Site has been historically used for silvicultural production, and existing interior roads will be utilized to the extent practicable, however impacts associated with two stream crossings will result from necessary roadway improvements. Typical site development and structural construction equipment will be utilized including dump trucks, graders, bulldozers, cranes, asphalt pavers, excavators, and concrete trucks. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas? * Yes No Comments: The Site was previously delineated by Pilot Environmental, Inc. and a Preliminary Jurisdictional Determination for the Site was issued by Bryan Roden- Reynolds of the US Army Corps of Engineers (USACE) on February 5, 2020 (SAW-2019-02160) that included both streams DSC 1 and DSC 2. Further, Kimley-Horn staff conducted an additional detailed delineation effort within both stream crossing corridors of streams DSC 1 and DSC 2 on October 12, 2021 and May 10, 2022 that were located outside of the original study area delineated by Pilot Environmental, Inc. The streams were delineated at both crossings, and no wetlands were identified in the corridors. 5b. If the Corps made a jurisdictional determination, what type of determination was made? * Preliminary Approved Not Verified Unknown N/A Corps AID Number: SAW-2019-02160 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: Pilot Environmental, Inc. Pilot Environmental, Inc. within main site, Kimley- Horn & Associates delineated the additional areas. 0 Unknown 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR A Preliminary Jurisdictional Determination for the Site was issued by Bryan Roden -Reynolds of the US Army Corps of Engineers (USAGE) on February 5, 2020 (USACE SAW-2019- 02160). 6. Future Project Plans 6a. Is this a phased project? * Yes No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): Wetlands Open Waters 3. Stream Impacts Streams -tributaries Pond Construction Buffers 3a. Reason for impact (?) 3b.Impact type* 3c. Type of impact* 3d. S. name* 3e. Stream Type* (?) 3f. Type of Jurisdiction* 3g. S. width 3h. Impact length* S1 Culvert Instillation Permanent Culvert Stream DSC2 (Site 1) Perennial Both 6 Average (feet) 69 (linear feet) 32 Riprap stabilization (No Net Loss) Permanent Rip Rap Fill Stream DSC2 (Site 1) Perennial Both 6 Average (feet) 36 (linear feet) S3 Temporary Construction Access Temporary Other Stream DSC2 (Site 1) Perennial Both 6 Average (feet) 9 (linear feet) S4 Culvert Instillation Permanent Culvert Stream DSC1 (Site 2) Perennial Both 8 Average (feet) 25 (linear feet) S5 Riprap stabilization (No Net Loss) Permanent Rip Rap Fill Stream DSC1 (Site 2) Perennial Both 8 Average (feet) 24 (linear feet) S6 Temporary Construction Access Temporary Other Stream DSC1 (Site 2) Perennial Both 8 Average (feet) 59 (linear feet) 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 154 3i. Total stream and ditch impacts: 222 3i. Total temporary stream impacts: 68 3j. Comments: The project proposes two impacts, one at an internal road crossing within the Site which is needed to access the substation (Impact Site 1), and one at an offsite road crossing to access the solar array in the southeastern portion of the Site (Impact Site 2). Permanent stream impacts will occur as a result of the proposed culvert instillation and permanent no -net loss stream impacts will occur due to the instillation of keyed -in riprap outlet protection at both Impact Sites. Temporary impacts to streams DSC 1 and DSC 2 will result from the temporary dewatering and construction access necessary to install the proposed culverts and riprap. All temporary stream impacts will be returned to pre -construction contours and revegetated upon completion of construction. E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Impacts to the streams within the project area have been avoided and minimized to the greatest extent practical by intentional design. The Project will utilize existing roads as much as practicable, however improvements will be needed to an existing stream crossing along stream DSC 2 to provide safer and improved access to the proposed substation servicing (Impact Site 1), and one new stream crossing along stream DSC 1 associated with a new access road within the Project is necessary (Impact Site 2). Impacts to streams DSC1 and DSC2 were minimized by aligning the access road crossings over the streams to be as close to perpendicular as possible. Additionally, the proposed culverts will be buried to allow for the movement of aquatic species. A headwall along the downstream sides of streams DSC1 and DSC2 have been proposed to reduce culvert length and reduce stream impacts. Riprap at the culvert inlets and outlets will be keyed in to both stream banks and bed to ensure no loss of aquatic function to the stream. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Impacts to streams within the project area will be minimized to the extent practical throughout the construction process by avoiding stream features with equipment, materials, and access corridors whenever possible. Where feasible, staging and construction access routes will be located in upland areas throughout the study area and silt fencing will be installed around the permitted limits of disturbance to ensure all equipment is located within the permitted areas. Sediment control measures will be used to reduce stormwater impacts to receiving waters and minimize runoff from the construction sites. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: Permanent stream impacts for the proposed project are below 0.02 acres and therefore no mitigation is proposed. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No If no, explain why: The proposed project is located within the Roanoke River Basin and is not subject to NCDWR Riparian Buffer Rules. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? * Yes No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? Yes No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? Yes No N/A - project disturbs < 1 acre 3. Stormwater Requirements 3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause degradation of downstream surface waters. * Stormwater Management Plan Antidegradation Calculations Comments: Stormwater will not be substantially increased as a result of the proposed project. Stormwater management within the Site will be controlled by improvements to the land cover within the Site. During construction, the use of temporary sediment basins and temporary skimmer basins will be used. G. Supplementary Information () 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? * Yes No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * Yes No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality? * Yes No 3b. If you answered "no," provide a short narrative description. No additional or cumulative impacts are anticipated due to the construction of the proposed project. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project? * Yes No N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? * Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? * Yes No 5d. Is another Federal agency involved?* Yes 5e. Is this a DOT project located within Division's 1-8? Yes No No Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? Yes No 5g. Does this project involve bridge maintenance or removal? Yes No 5h. Does this project involve the construction/installation of a wind turbine(s)?* Yes No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? Yes No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? As of February 6, 2023, the US Fish and Wildlife Service (USFWS) Information for Planning and Consulting (IPaC) tool lists five species with potential to occur within the project vicinity. The bald eagle (Haliaeetus leucocephalus) also has potential to occur in the project vicinity and is protected under the Bald and Golden Eagle Protection Act (BGPA). Kimley-Horn reviewed the NC Natural Heritage Program (NCNHP) element occurrence database (updated January 2023) to determine if there are any known occurrences of federally protected species in the project study area or its vicinity. The NCNHP database records indicate that there are no known occurrences of any federally protected species in or within 1.0 mile of the project study area. Potentially suitable foraging habitat for the bald eagle is present within the Dan River adjacent to the Site, and suitable nesting habitat is present within the Site. However, a review of the NCNHP records (updated January 2023) indicate no known individual occurrences of the bald eagle in or within 1.0 mile of the project study area. Due to the presence of potentially suitable habitat, but lack of known occurs within the project vicinity, it has been determined that the proposed project "May Affect, but is Not Likely to Adversely Affect" the bald eagle. Potentially suitable habitat for the northern long-eared bat (NLEB) is present within the project study area. Northern long-eared bat summer roosting habitat is present within any tree larger than 3" in diameter. However, a review of the NCNHP records (updated January 2023) indicate no known occurrences, maternity roosts, or hibernacula in or within 1.0 mile of the project study area. Due to the presence of potentially suitable habitat, and potential hibernacula or roosting sites, but lack of known occurrences within the project vicinity, it is assumed that the proposed project would be covered under the 4(d) Rule allowing for incidental take, and that the proposed project "May Affect, but is Not Likely to Adversely Affect" the NLEB. Potentially suitable habitat for the tricolored bat is present within the project study area. During the spring, summer and fall - collectively referred to as the non -hibernating seasons, tricolored bats primarily roost among live and dead leaf clusters of live or recently dead deciduous hardwood trees. In addition, tricolored bats have been observed roosting during summer among pine needles, eastern red cedar (Juniperus virginiana), within artificial roosts like barns, beneath porch roofs, bridges, concrete bunkers, and rarely within caves. During the winter, tricolored bats hibernate - which means that they reduce their metabolic rates, body temperatures and heart rate - in caves and mines; although, in the southern United States, where caves are sparse, tricolored bats often hibernate in road -associated culverts, as well as sometimes in tree cavities and abandoned water wells. However, a review of the NCNHP records (updated January 2023) indicate no known occurrences, maternity roosts, or hibernacula in or within 1.0-mile of the project study area. Due to this information, the proposed project "May Affect, but is Not Likely to Adversely Affect" the tricolored bat. Potentially suitable habitat for the gray bat is not present due to the lack of caves within the project study area. Gray bats are known mainly from the cave regions of the Southeast and Midwest. They live in colonies in caves, utilizing different caves for summer roosting and winter hibernating. Summer caves are usually within one half mile of a river or reservoir, which provides foraging habitat. During the summer, females give birth and rear the young in maternity caves, while males and yearlings roost in separate bachelor caves. Caves preferred for hibernation are typically deep, vertical caves with a temperature between 42- and 52-degrees Fahrenheit. Gray bats are highly selective in choosing suitable caves, and nine known caves are thought to provide hibernation space for 95 percent of the population. A review of the NCNHP database records (updated January 2023) indicate there are no known occurrences of the gray bat in or within 1.0-mile of the project study area. Due to the lack of suitable habitat and the lack of known occurrences, it has been determined that the proposed project will have "No Effect" on the gray bat. Potentially suitable habitat for James spinymussel is not present within the project study area. Streams within the project study area are low -flow perennial streams. A review of the NCNHP database records (updated January 2023) indicate there are no known occurrences of the James spinymussel in or within 1.0-mile of the project study area. In addition, the nearest known population of the James spinymussell is located approximately 7 river miles upstream in the Dan River. Due to the lack of known occurrences, it has been determined that the proposed project will have "No Effect" on the James spinymussel. Forested edges within the project study area were overgrown with invasive plant species at Impact Site 1 and forested areas within Impact Site 2 are too shaded to provide suitable habitat. A review of the NCNHP database records (updated January 2023) indicate there are no known occurrences of Schweinitz's sunflower in or within 1.0 mile of the project study area. Due to the lack of suitable habitat and the lack of known occurrences, it has been determined that the proposed project will have "No Effect" on the Schweinitz's sunflower. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat? * Yes No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? * The NOAA Essential Fish Habitat Mapper was reviewed on February 6, 2023. No essential fish habitat was identified within the project site or within the vicinity of the project. 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 status? * Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? * A review of the State Historic Preservation Office (NCSHPO) HPOWEB GIS Service database performed on February 6, 2023 identified no national register, study list, or determined eligible sites within the project study area. However, one Study List (SL) historic site was identified within 1.0 mile of the project study area. The "Hairston Sauratown Plantation" (SK0182) is an 1890 Gothic Revival historic site that was Study Listed for consideration in the National Register in 1988. The historic site is located approximately 0.36 miles south of the Site on Saura Farm Road. The Hairston Sauratown Plantation is separated from the Site by undeveloped forestland and agricultural fields, and due to this separation, is not likely to be impacted by the proposed access roads within the project study area. Due to the lack of known historic and cultural resources within the project study area, as indicated by the NCSHPO HPOWEB, it is anticipated that the proposed project will have no impact on any known cultural or historical resources. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? * Yes No 8b. If yes, explain how project meets FEMA requirements: The project will cross Zone AE of a small tributary to the Dan River (stream DSC 1). A floodplain development permit will be applied for and issued by Stokes County prior to construction. 8c. What source(s) did you use to make the floodplain determination?* The FEMA Digital Flood Insurance Rate Map (DFIRM) panel 3710696400J (effective May 16, 2007) indicates there are 1% Annual Flood Hazards (Zone AE) within the project study area along the Dan River and stream DSC 1. No FEMA-regulated floodways are located within the project study area. Miscellaneous Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred. Click the upload button or drag and drop files here to attach document BearBranch_PCN_NWP_13_20230224.pdf 10.11 MB File must be PDF or KMZ Comments Signature By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND I intend to electronically sign and submit the PCN form. Full Name: Brandon Wyatt, WPIT Signature .r5 in.w/iw ritl.ar. %Ylc Date 2/24/2023 Kimley»>Horn February 6, 2023 Ms. Samantha Dailey U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Ms. Sue Homewood NC Division of Water Resources Water Resources — Water Quality Regional Operations Section 450 West Hanes Mill Road, Suite 300 Winston-Salem, NC 27105 RE: Nationwide Permit 14 Application — Bear Branch Solar Project (SAW-2019-02160) Walnut Cove, Stokes County, North Carolina Dear Ms. Dailey and Ms. Homewood: On behalf of our client, the Capital Power Corporation, Kimley-Horn is submitting the attached application for authorization under Nationwide Permit (NWP) #14 for the Bear Branch Solar Project located in Stokes County, North Carolina. The Project is proposing the construction of a utility -scale solar farm anticipated to generate 35 MW within an approximately 522-acre Project limit. The Site has been previously delineated and verified by the USACE, with a total of 1.12-acres of wetlands and 24,315 linear feet of streams present within the Project. Development activities proposed have been designed to avoid these features to the extent practicable, and will utilize existing roads where present. Improvements will be needed to an existing stream crossing along stream DSC 2 to provide safer and improved access to the proposed substation servicing the Site (Impact Site 1), and one new stream crossing along stream DSC 1 associated with a new access road within the Project is necessary (Impact Site 2). The Site was previously delineated by Pilot Environmental, Inc. and a Preliminary Jurisdictional Determination for the Site was issued by Bryan Roden -Reynolds of the US Army Corps of Engineers (USACE) on February 5, 2020 (SAW-2019-02160) that included both streams DSC 1 and DSC 2. Further, Kimley-Horn staff conducted an additional delineation within both stream crossing locations on October 12, 2021 and May 10, 2022 since the crossings were located outside of the original study area delineated by Pilot Environmental, Inc. The same streams were delineated at both crossings, and no wetlands were identified in the corridors. The proposed crossing at Impact Site 1 would impact one perennial stream (DCS 2) which originates offsite and flows east into stream DSG. The proposed crossing will impact a total of 115 linear feet of stream DCS 2 which would include 69 feet of stream impact (0.005 ac.) for culvert instillation, 36 feet (0.004 ac.) of riprap bank stabilization, and 10 feet (0.0006 ac.) of temporary impact for construction access. Ki m ey >>> H o r n Page 2 The proposed crossing at Impact Site 2 would impact one perennial stream (DCS 1) which originates in the southern portion of the Site and flows east into the Dan River. The proposed crossing will impact a total of 108 linear feet of stream DSC 1, including 25 feet of permanent impact (0.0079 ac.) for culvert installation, 24 feet (0.0057 ac.) of riprap bank stabilization, and 59 feet (0.017 ac.) of temporary impact for construction access. Compensatory mitigation is not proposed as part of this application due to minimal permanent impacts to streams (<0.02 acre) and wetlands resulting from the proposed project. Furthermore, the riprap stabilization proposed would be keyed into the banks to provide permanent no -net -loss impacts for long term stability of the crossings while not impairing aquatic function in the streams. Additionally, temporarily disturbed areas will be returned to pre -construction contours after completion of the Project. To assist with the processing of this application, the following information is included: • ePCN Application Form • Signed Agent Authorization Form • Figures • Preliminary Jurisdictional Determination (SAW-2019-02160) • Permit Impact Drawings • Plan Sheets • NCDWR 401 Application Fee of $570 If there is any additional information you need to assist in the processing of this NWP application, please do not hesitate to contact me at (919) 678-4155 or Jason.Hartshorn@Kimley-Horn.com. Sincerely, Jason Hartshorn, PWS W ATF9OG Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre -Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): N 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes N No For the record only for Corps Permit: ❑ Yes N No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Bear Branch Solar Project 2b. County: Stokes County 2c. Nearest municipality / town: Walnut Cove 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Farms of Stokes, LLC 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): Samuel Wilson 3d. Street address: 113 Rollingwood Drive 3e. City, state, zip: New Bern, NC 28562 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 14 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ® Agent ❑ Other, specify: 4b. Name: Jennifer Schroeder 4c. Business name (if applicable): Capital Power Corporation (Leasee) 4d. Street address: 155 Federal Street, Suite 1200, 12th Floor 4e. City, state, zip: Boston, MA 02110 4f. Telephone no.: (403) 462-4499 4g. Fax no.: 4h. Email address: jbschroeder@capitalpower.com 5. Agent/Consultant Information (if applicable) 5a. Name: Jason Hartshorn, PWS 5b. Business name (if applicable): Kimley-Horn 5c. Street address: 421 Fayetteville Street, Suite 600 5d. City, state, zip: Raleigh, NC, 27601 5e. Telephone no.: (919) 678-4155 5f. Fax no.: 5g. Email address: Jason.Hartshorn@kimley-horn.com Page 2 of 14 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 6974159192.000 1 b. Site coordinates (in decimal degrees): Latitude: 36.344467 Longitude: - 80.120042 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 522.1 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Dan River proposed project: 2b. Water Quality Classification of nearest receiving water: WS-V 2c. River basin: Roanoke River Basin - Hydrologic Unit Code [HUC] 03010103 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 is situated east of Tuttle Road, south of Tilley Road, and west of the Dan River in Walnut Cove, Stokes County, North Carolina. Land use in the project vicinity is largely composed of agricultural and silvicultural land fragmented by undeveloped riparian corridors and single-family residential properties. Land use within the Site boundary is composed primarily of planted Ioblolly pine intersected by narrow, mixed -hardwood riparian corridors, and two small agriculture fields. The planted pine stands within the Site range from an estimated 5- to 30-years in age. Unimproved forestry roads are present throughout the Site and an overhead powerline and easement are located in the western portion of the Site near Tuttle Road. 3b. List the total estimated acreage of all existing wetlands on the property: 1.12 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 24,315 linear feet 3d. Explain the purpose of the proposed project: The purpose of the proposed Project is to construct a utility -scale solar farm between Tuttle Road and the Dan River to provide renewable energy for the surrounding electrical grid. 3e. Describe the overall project in detail, including the type of equipment to be used: The approximately 522-acre Project would install photovoltaic solar panels organized in large arrays oriented around the Site to best utilize available solar energy and work with natural land topography to the extent practicable. The Site has been historically used for silvicultural production, and existing interior roads will be utilized to the extent practicable, however impacts associated with two stream crossings will result from necessary roadway improvements. Typical site development and structural construction equipment will be utilized including dump trucks, graders, bulldozers, cranes, asphalt pavers, excavators, and concrete trucks. Page 3 of 14 PCN Form — Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: The Site was previously delineated by Pilot Environmental, Inc. and a Preliminary Jurisdictional Determination for the Site was issued by Bryan Roden - Reynolds of the US Army Corps of Engineers (USACE) on February 5, 2020 (SAW-2019-02160) that included both ® Yes ❑ No ❑ Unknown streams DSC 1 and DSC 2. Further, Kimley-Horn staff conducted an additional detailed delineation effort within both stream crossing corridors of streams DSC 1 and DSC 2 on October 12, 2021 and May 10, 2022 that were located outside of the original study area delineated by Pilot Environmental, Inc. The streams were delineated at both crossings, and no wetlands were identified in the corridors. 4b. If the Corps made the jurisdictional determination, what type ®Preliminary El Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Pilot Environmental, Inc. Name (if known): Other: Pilot Environmental, Inc. within main site, Kimley- Horn & Associates delineated the additional areas. 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A Preliminary Jurisdictional Determination for the Site was issued by Bryan Roden -Reynolds of the US Army Corps of Engineers (USACE) on February 5, 2020 (USACE SAW-2019-02160). 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 4 of 14 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number— Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: No wetlands will be impacted as part of the proposed project. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) Site 1 ® P ❑ T Culvert Installation Stream DSC2 ® PER ❑ INT ® Corps ® DWQ 5.5 69 Site 1 ® P ❑ T Riprap Stabilization (No Stream DSC2 ® PER ❑ INT ® Corps ® DWQ 5.5 36 Net Loss) Temporary ® PER ® Corps Site 1 El ® T Construction Stream DSC2 ❑INT ®DWQ 5.5 9 Access Site 2 ® P ❑ T Culvert Installation Stream DSC1 ® PER ❑ INT ® Corps ® DWQ 8 25 Site 2 ® P ❑ T Riprap Stabilization (No Stream DSC1 ® PER ❑ INT ® Corps ® DWQ 8 24 Net Loss) Temporary ® PER ® Corps Site 2 El ® T Construction Stream DSC1 ❑INT ®DWQ 8 59 Access 3h. Total stream and tributary impacts 222 3i. Comments: The project proposes two impacts, one at an internal road crossing within the Site which is needed to access the substation (Impact Site 1), and one at an offsite road crossing to access the solar array in the southeastern portion of the Site (Impact Site 2). Permanent stream impacts will occur as a result of the proposed culvert instillation and permanent no -net loss stream impacts will occur due to the instillation of keyed -in riprap outlet protection at both Impact Sites. Temporary impacts to streams DSC 1 and DSC 2 will result from the temporary dewatering and construction access necessary to install the proposed culverts and riprap. All temporary stream impacts will be returned to pre -construction contours and revegetated upon completion of construction. Page 5 of 14 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ❑P❑T 02 ❑P❑T 4f. Total open water impacts 4g. Comments: No open water will be impacted as part of the proposed project. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: No pond or lake construction is associated with the proposed project. 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar -Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number- Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: No riparian buffers will be impacted as part of the proposed project. D. Impact Justification and Mitigation Page 6 of 14 PCN Form - Version 1.3 December 10, 2008 Version 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts to the streams within the project area have been avoided and minimized to the greatest extent practical by intentional design. The Project will utilize existing roads as much as practicable, however improvements will be needed to an existing stream crossing along stream DSC 2 to provide safer and improved access to the proposed substation servicing (Impact Site 1), and one new stream crossing along stream DSC 1 associated with a new access road within the Project is necessary (Impact Site 2). Impacts to streams DSC1 and DSC2 were minimized by aligning the access road crossings over the streams to be as close to perpendicular as possible. Additionally, the proposed culverts will be buried to allow for the movement of aquatic species. A headwall along the downstream sides of streams DSC1 and DSC2 have been proposed to reduce culvert length and reduce stream impacts. Riprap at the culvert inlets and outlets will be keyed in to both stream banks and bed to ensure no loss of aquatic function to the stream. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to streams within the project area will be minimized to the extent practical throughout the construction process by avoiding stream features with equipment, materials, and access corridors whenever possible. Where feasible, staging and construction access routes will be located in upland areas throughout the study area, and silt fencing will be installed around the permitted limits of disturbance to ensure all equipment is located within the permitted areas. Sediment control measures will be used to reduce stormwater impacts to receiving waters and minimize runoff from the construction sites. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes ® No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this El Payment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 14 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: No riparian buffers will be impacted as part of the proposed project; therefore, no buffer mitigation is required for the proposed project. Page 8 of 14 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2.7 % 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Stormwater will not be substantially concentrated or collected as a result of the proposed project. Stormwater management within the Site will be controlled by improvements to the land cover within the Site. During construction, the use of temporary sediment basins and temporary skimmer basins will be used. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ® Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Stokes County ❑ Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ® No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 14 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ® No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 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. No additional or cumulative impacts are anticipated due to the construction of the proposed project. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater will not be generated as a result of the proposed project. Page 10 of 14 PCN Form — Version 1.3 December 10, 2008 Version Page 11 of 14 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ® Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? El Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville Page 12 of 14 PCN Form — Version 1.3 December 10, 2008 Version 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? As of February 6, 2023, the US Fish and Wildlife Service (USFWS) Information for Planning and Consulting (IPaC) tool lists five species with potential to occur within the project vicinity. The bald eagle (Haliaeetus Ieucocephalus) also has potential to occur in the project vicinity and is protected under the Bald and Golden Eagle Protection Act (BGPA). Kimley- Horn reviewed the NC Natural Heritage Program (NCNHP) element occurrence database (updated January 2023) to determine if there are any known occurrences of federally protected species in the project study area or its vicinity. The NCNHP database records indicate that there are no known occurrences of any federally protected species in or within 1.0 mile of the project study area. Potentially suitable foraging habitat for the bald eagle is present within the Dan River adjacent to the Site, and suitable nesting habitat is present within the Site. However, a review of the NCNHP records (updated January 2023) indicate no known individual occurences of the bald eagle in or within 1.0 mile of the project study area. Due to the presence of potentially suitable habitat, but lack of known occures within the project vicinity, it has been determined that the proposed project "May Affect, but is Not Likely to Adversely Affect" the bald eagle. Potentially suitable habitat for the northern long-eared bat (NLEB) is present within the project study area. Northern long- eared bat summer roosting habitat is present within any tree larger than 3" in diameter. However, a review of the NCNHP records (updated January 2023) indicate no known occurrences, maternity roosts, or hibernacula in or within 1.0 mile of the project study area. Due to the presence of potentially suitable habitat, and potential hibernacula or roosting sites, but lack of known occurrences within the project vicinity, it is assumed that the proposed project would be covered under the 4(d) Rule allowing for incidental take, and that the proposed project "May Affect, but is Not Likely to Adversely Affect" the NLEB. Potentially suitable habitat for the tricolored bat is present within the project study area. During the spring, summer and fall - collectively referred to as the non -hibernating seasons, tricolored bats primarily roost among live and dead leaf clusters of live or recently dead deciduous hardwood trees. In addition, tricolored bats have been observed roosting during summer among pine needles, eastern red cedar (Juniperus virginiana), within artificial roosts like barns, beneath porch roofs, bridges, concrete bunkers, and rarely within caves. During the winter, tricolored bats hibernate - which means that they reduce their metabolic rates, body temperatures and heart rate - in caves and mines; although, in the southern United States, where caves are sparse, tricolored bats often hibernate in road -associated culverts, as well as sometimes in tree cavities and abandoned water wells. However, a review of the NCNHP records (updated January 2023) indicate no known occurences, maternity roosts, or hibernacula in or within 1.0-mile of the project study area. Due to this information, the proposed project "May Affect, but is Not Likely to Adversely Affect" the tricolored bat. Potentially suitable habitat for the gray bat is not present due to the lack of caves within the project study area. Gray bats are known mainly from the cave regions of the Southeast and Midwest. They live in colonies in caves, utilizing different caves for summer roosting and winter hibernating. Summer caves are usually within one half mile of a river or reservoir, which provides foraging habitat. During the summer, females give birth and rear the young in maternity caves, while males and yearlings roost in separate bachelor caves. Caves preferred for hibernation are typically deep, vertical caves with a temperature between 42- and 52-degrees Fahrenheit. Gray bats are highly selective in choosing suitable caves, and nine known caves are thought to provide hibernation space for 95 percent of the population. A review of the NCNHP database records (updated January 2023) indicate there are no known occurences of the gray bat in or within 1.0-mile of the project study area. Due to the lack of suitable habitat and the lack of known occurences, it has been determined that the proposed project will have "No Effect" on the gray bat. Potentially suitable habitat for James spinymussel is not present within the project study area. Streams within the project study area are low -flow perennial streams. A review of the NCNHP database records (updated January 2023) indicate there are no known occurrences of the James spinymussel in or within 1.0-mile of the project study area. In addition, the nearest known population of the James spinymussell is located approximately 7 river miles upstream in the Dan River. Due to the lack of known occurrences, it has been determined that the proposed project will have "No Effect" on the James spinymussel. Forested edges within the project study area were overgrown with invasive plant species at Impact Site 1 and forested areas within Impact Site 2 are too shaded to provide suitable habitat. A review of the NCNHP database records (updated January 2023) indicate there are no known occurrences of Schweinitz's sunflower in or within 1.0 mile of the project study area. Due to the lack of suitable habitat and the lack of known occurrences, it has been determined that the proposed project will have "No Effect" on the Schweinitz's sunflower. Page 13 of 14 PCN Form — Version 1.3 December 10, 2008 Version 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The NOAA Essential Fish Habitat Mapper was reviewed on February 6, 2023. No essential fish habitat was identified within the project site or within the vicinity of the project. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ® Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? A review of the State Historic Preservation Office (NCSHPO) HPOWEB GIS Service database performed on February 6, 2023 identified no national register, study list, or determined eligible sites within the project study area. However, one Study List (SL) historic site was identified within 1.0 mile of the project study area. The "Hairston Sauratown Plantation" (SK0182) is an 1890 Gothic Revival historic site that was Study Listed for consideration in the National Register in 1988. The historic site is located approximately 0.36 miles south of the Site on Saura Farm Road. The Hairston Sauratown Plantation is separated from the Site by undeveloped forestland and agricultural fields, and due to this separation, is not likely to be impacted by the proposed access roads within the project study area. Due to the lack of known historic and cultural resources within the project study area, as indicated by the NCSHPO HPOWEB, it is anticipated that the proposed project will have no impact on any known cultural or historical resources. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: The project will cross Zone AE of a small tributary to the Dan River (stream DSC 1). A floodplain development permit will be applied for and issued by Stokes County prior to construction. 8c. What source(s) did you use to make the floodplain determination? The FEMA Digital Flood Insurance Rate Map (DFIRM) panel 3710696400J (effective May 16, 2007) indicates there are 1% Annual Flood Hazards (Zone AE) within the project study area along the Dan River and stream DSC 1. No FEMA-regulated floodways are located within the project study area. Jason Hartshorn, PWS 12/2/22 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 14 of 14 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION FORM Name: Kimberly Cupicha Address: 155 Federal Street, Suite 1200 Boston, MA 02110 Phone: 617-429-4475 Project Name/Description: Bear Branch Solar Site Date: 11 /29/2021 The Department of the Army U.S. Army Corps of Engineers, Wilmington District Attention: Ms. Jean Gibby Field Office: Raleigh and Charlotte Re u�ry Field Offices Re: Wetland Related Consulting and Permitting To Whom It May Concern: Capital Power Corporation hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations and Section 404 permits/Section 401 Water Quality Certifications applications, and to furnish upon request supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a duly authorized leasee 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 determination 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. Authorized this the 29th day of November , 2021 Kimberly Cupicha Responsible Parry's Name Cc: Rick Trone NC Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Responsibl arty's Agnature rd Rd m od Rd Q-a Ga�e�o Oacc Qo�o aD J y Ln Dille c Villagc,O �� a m v `e5 �a �� Q ,ate 89 ° ', Turtle Ridge R, �a a a Reno FIB Infm Rd �o� St;Qa Lu 41 �acmR Legend Substation Limits of Disturbance Neal Rd Solar Panel Limits of Disturbance 31 Bear Branch Additional Areas Bear Branch Project Study Area acr s E m e ter Walnut Cove 0 4,500 9,000 Stokes County Feet S Ohio Maryland West Virginia Virginia Kentucky Virginia Stokes County Tennessee z z D O U North Carolina OU STOKES COUNTY � Q z U Y South Carolina U Project Study Area Georgia Atlantic Ocean FORSYTH COUNTY Figure 1: Vicinity Map Bear Branch Solar Site Kim ey>>> Horn Walnut Cove, Stokes County, NC February 2023 Legend Substation Limits of Disturbance Solar Panel Limits of Disturbance Bear Branch Additional Areas Bear Branch Project Study Area Kimley»>Horn 0 0 900 1,800 1 Feet Figure 2: USGS Topographic Map Bear Branch Solar Site Walnut Cove, Stokes County, NC February 2023 � i 0 900 1,800 Feet Legend "rle. Intermittent Streams Perennial Streams 7 A Jurisdictional Wetlands Substation Limits of Disturbance U Solar Panel Limits of Disturbance Bear Branch Additional Areas Bear Branch Project Study Area 1 Kimley>»Horn Figure 3: Jurisdictional Features Map Bear Branch Solar Site Walnut Cove, Stokes County, NC February 2023 AN Pa M '(C MnC Legend «wF +�tAA RE rM Lam•,. -. RPF _ PH, 7�i g ' {; t - Substation Limits of Disturbance Solar Panel Limits of Disturbance Bear Branch Additional Area ED Bear Branch Project Study Area Kimley»>Horn 'A TI G M F) D- :��LLE'4►i: ��. A2 h M [l � 1li�nnF LP MTIB mou I 0 900 1,800 N I Feet Figure 4: NRCS Soil Survey Map Bear Branch Solar Site Walnut Cove, Stokes County, NC February 2023 A t 1 rw SHEET 42,f �.�,;"`a' E d f w r 43 r� fcb i i i h { - yv 1'. SHEET : ; �r'y. E S ET 46 ' jL Impact Site 2: Stream Crossing + Impact Site 1: Stream Crossing Legend Substation Limits of Disturbance ` Solar Panels Limits of Disturbance Bear Branch Additional Areas Bear Branch Project Study Area Feet 0 950 1,900 Kimley>>> Horn Figure 5.0 Permit Impact Drawings - Overall Impacts Bear Branch Solar Site Walnut Cove, Stokes County, NC February 2023 Impact Site 1 N PERMANENT STREAM IMPACTS: 0.005 ac. (69 LF) N,n PERMANENT STREAM IMPACTS (No Net Loss): 0.004 ac. (36 LF) TEMPORARY STREAM IMPACTS: 0.0006 ac. (10 LF) - r ti 03 Impervious Dike for Headwall Pump Around Systemf % i \ A 1 I } ---' Pump Around System li ---- Discharge Point J 5E -- . PUMP r�_ r -,- � &,, r. Legend 95 Streams 0 Surveyed Existing Culvert J Permanent Stream Impacts 0 Riprap Stabilization Permanent No Net Loss Stream Impacts %nm Proposed Culvert.. Temporary Stream Impacts Limits of Disturbance Feet 0 15 30 Figure 5.1 Permit Impact Drawings - Site 1 Bear Branch Solar Site Kim ey>>> Horn Walnut Cove, Stokes County, NC November 2022 N Site 2 A PERMANENT STREAM IMPACTS: 0.0079 ac. (25 LF) TEMPORARY ERQr. PERMANENT STREAM IMPACTS (No Net Loss): 0.0057 ac. (24 LF) CONTROL MATnNj TEMPORARY STREAM IMPACTS: 0.017 ac. (59 LF) DDWNSTR EAIA INVERT RIP—R.AP ' 1 E a � r r ij� j♦�♦�♦�♦ 9♦♦♦ ♦7 I Impervious Dike for Pump Around System N SEE DETAIL 2 r Legend Proposed Culvert .�� " a, I,� AMP DIH AR / HOSE, SEE DE - Permanent Stream Impacts 1 Permanent No Net Loss Stream Impacts Temporary Stream Impacts Streams Limits of Disturbance + " I Feet I 0 15 30 Figure 5.2 Permit Impact Drawings - Site 2 Kimley>>> Horn Bear Branch Solar Site Walnut Cove, Stokes County, NC February 2023 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-02160 County: Stokes U.S.G.S. Quad: NC- Belews Lake NOTIFICATION OF JURISDICTIONAL DETERNIINATION Requestor: Samuel Wilson Farms of Stokes, LLC Darrin and Elizabeth Paley Address: 113 Rollingw000d Drive New Bern, NC 28562 Telephone Number: 252-671-5194 E-mail: xorv72(a,yahoo.com Size (acres) —500 Nearest Town Walnut Cove Nearest Waterway Dan River River Basin Roanoke USGS HUC 03010103 Coordinates Latitude: 36.344733 Longitude:-80.121402 Location description: The review area is located on the north side of Tuttle Road; approximately 2 miles north of the intersection of Tuttle Road and US Highwav 311. PIN: 6974159192. Reference review area description shown in Jurisdictional Determination Request package entitled "Drawing 1, USGS Topographic Map" Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 2/4/2020. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. ❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters, including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. SAW-2019-02160 ❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. ❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440 or b rvan.roden-revnoldsnn ,u sace.armv.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 2/5/2020. D. Remarks: None. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Phillip Shannin, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574 Corps Regulatory Official: REYNOLDS.BRYAN.KEN N ETH.1263385574 Date: 2020.02.05 10:55:03 -05'00' Date of JD: 2/5/2020 Expiration Date of JD: Not applicable SAW-2019-02160 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Agent: Pilot Environmental, Inc. Scren Homer Address: P.O. Box 128 Kernersville, NC 27285 Telephone Number: 336-310-4527 E-mail: shomer(a,nilotenviro.com NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Samuel Wilson Farms of Stokes, LLC, File Number: SAW-2019-02160 Date: 2/5/2020 Darrin and Elizabeth Pale Attached is: See Section below ❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A ❑ PROFFERED PERMIT Standard Permit or Letter ofpermission B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D ® PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoiyProgramandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: Bryan Roden -Reynolds CESAD-PDO Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1 OM15 8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801 Charlotte, North Carolina 28262 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportum to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden -Reynolds, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 2/5/2020 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Samuel Wilson Farms of Stokes, LLC, Darrin and Elizabeth Paley, 113 Rollingw000d Drive, New Bern, NC 28562 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Bear Branch Solar, SAW-2019- 02160 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the north side of Tuttle Road; approximately 2 miles north of the intersection of Tuttle Road and US Highway 311. PIN: 6974159192. Reference review area description shown in Jurisdictional Determination Request package entitled "Drawing 1, USGS Topographic Map". (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County: Stokes City: Walnut Cove Center coordinates of site (lat/long in degree decimal format): Latitude: 36.344733 Longitude:-80.121402 Universal Transverse Mercator: Name of nearest waterbody: Dan River E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 01/31/2020 TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Estimated amount of Type of aquatic q Geographic authority to Latitude (decimal Longitude (decimal aquatic resources inwhich resources (i.e., the aquatic resource "may Feature degrees) degrees) review area (acreage wetland vs. non - be" subject (i.e., and linear feet, if wetland waters) Section 404 or Section applicable 10/404) SEE ATTACHED TABLE 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 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 AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) 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) 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) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (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 PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative orjudicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AID or a PJD, the JD will be processed as soon as practicable. Further, an AID, 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. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AID to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Drawings 1-5.4 ® Data sheets prepared/submitted by or on behalf of the PJD requestor. ® Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ 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 & quadname: Drawing 1, USGS Topographic Map (1:24,000 Frog Pond and Bear Branch, NC) ® Natural Resources Conservation Service Soil Survey. Citation: Drawing 2, Web Soil Map (Web Soil Survey of Stokes County) and Drawing 2A, Published Soil Map (Soil Survey of Stokes County) ® National wetlands inventory map(s). Cite name: Drawing 3, NWI Map (USFWS NWI Mapper) ❑ State/local wetland inventory map(s): ® FEMA/FIRM maps: Drawing 4, FEMA FIRM (National Flood Hazard Layer) ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ®Aerial (Name & Date): Drawings 5-5.4, Wetland Maps (Dated 02/04/2020) or ❑Other (Name & Date): ❑ 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. RODEN REYNOLDS.BRYAN.K EN N ETH.1263385574 Digitally signed by RODEN REYNOLDS.B RYAN.KEN N ETH. 1263385574 Date: 2020.02.05 10:54:13 -05'00' Signature and date of Regulatory staff member completing PJD 2/5/2020 ,,J,6� TIMA 16, 2/6/20 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. Site Boundary Intermittent Stream Perennial Stream Flag Number/Feature ID Culvert r. f' 411111111111111 THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE VERIFIED BY MR. BRYAN RODEN-REYNOLDS WITH THE USACE ON JANUARY 31, 2020. THIS EXHIBIT INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATION CONDUCTED BY PILOT OCTOBER 17-18, 2019. Drawing 5 Satellite Imagery from ESRI and Pilot GPS Data Scale: 1" = 1,000' Date: 10.23.19 Revised: 2.4.20 JJ}} P I L 0 T ! N Y I R 0 % N! N T A L I N i Wetland Map Bear Branch Solar Approximate 500-Acre Tract Walnut Cove, Stokes County, NC Pilot Project 5174 D5 U 2 60 LF D5V DSU 3 70 LF 30 LF�, DS U 4 110 LF,, r { 850 LF D5S (800 LF on -site) DW L 0.064 ac 1160 LF DST 47ff LF ' DANK 0.003 ac Site Boundary Intermittent Stream Perennial Stream Wetland �r DP-10 Data Point FP wA1-5 Flag Number/Feature ID ■ Culvert 1 THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE VERIFIED BY MR. BRYAN RODEN-REYNOLDS WITH THE USACE ON JANUARY 31. 2020. THIS EXHIBIT INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATION CONDUCTED BY PILOT OCTOBER 17-18. 2019 Drawing 5.1 Satellite Imagery from ESRI and Pilot GPS Data Scale: 1" = 250' Date: 10.23.19 Revised: 2.4.20 Wetland Map Bear Branch Solar Approximate 500-Acre Tract Walnut Cove, Stokes County, NC Pilot Project 5174 D6R 330 Lr% wow ■ •w� 051) 1490 LF DSQ 20 LF owl 05N DWI 2 0.013 at 810 LF 110.003ac DW1 0.013 acac DWI 4 0.023 ac DWI 3 0.009 at 160 LF DSK 2 F• f 260LF DWG S• 603 at DSK 1 410 LF DWH '..�..•, LEGEND 0.004 ac� 16 Site Boundary L D51 ■ ■ ■ ■ ■ ■ Intermittent Stream DSL 21940 LF Perennial Stream 90 LF�'� 4r— Wetland DP-1 0 Data Point WA 1-5 Flag Number/Feature ID ■ Culvert _ , 1 THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE VERIFIED BY MR. BRYAN RODEN-REYNOLDS WITH THE USACE ON JANUARY 31, 2020. THIS EXHIBIT INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATION CONDUCTED BY PILOT OCTOBER 17-18, 2019 Drawing 5.2 Wetland Map d Satellite Imagery from ESRI:`..:.k.rrr..:. Bear Branch Solar .. and Pilot GPS Data =`.` _ _ . -. .} Approximate 500-Acre Tract Scale: 1" = 350' — p'L�'■ r. Walnut Cove, Stokes County, NC Date: 10.23.19 Pilot Project 5174 PILOT lHYI RQ A! ! W TA L. NL Revised: 2.4.20 DWE 0,056 ac DW D 10.009 ac DSC 2 1210 LF P �DSF 2 250 LF DWA �0.083 ac DP-1O y� DP-2 O D5H 540 LF DSF I Iwo LF DW 8 0.013 ac DSG 10 LF DSC 1 3540 LF LEGEND DWC 0.003 ac Site Boundary Intermittent Stream Perennial Stream Wetland DP-1 O Data Point WA 1-5 Flag Number/Feature ID ''�' ■ Culvert y THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE VERIFIED BY MR. BRYAN RODEN-REYNOLDS WITH THE USACE ON JANUARY 31, 2020. THIS EXHIBIT INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATION CONDUCTED BY PILOT OCTOBER 17-18, 2019 7 Drawing 5.3 Wetland Map Satellite Imagery from ESRI s +, k. '' `�'�e ��; ; ;,.� Bear Branch Solar and Pilot GPS Data'`°` _ _ . , ;'::-�., .} ;..,.,, _ Approximate 500-Acre Tract Scale: 1" = 350' — ■ r. Walnut Cove, Stokes County, NC Date: 10.23.19 Pilot Project 5174 P I L 0 T ! N Y I R 0 N! N T A L I N L Revised: 2.4.20 DSC 1 3540 LF D5 D 270 LF D5B 1270 LF i FGFND DW F 0.215 ac Site Boundary Intermittent Stream Perennial Stream Wetland DP-10 Data Point WA 1-5 Flag Number/Feature ID ■ Culvert I THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE VERIFIED BY MR. BRYAN RODEN-REYNOLDS WITH THE USACE ON JANUARY 31, 2020. THIS EXHIBIT INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATION CONDUCTED BY PILOT OCTOBER 17-18, 2019 ji Drawing 5.4 Satellite Imagery from ESRI and Pilot GPS Data Scale: 1" = 400' Date: 10.23.19 Revised: 2.4.20 ' - , � _; - PIL01' r P I L 0 T ! N Y I R 0 N! 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