Loading...
HomeMy WebLinkAbout20001020 Ver 2_6188_SJAFB_PCN_6.15.23_20230626Preliminary ORM Data Entry Fields for New Actions ACTION ID #: SAW- 2022-01464 Begin Date (Date Received): 6.15.23 Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: Seymour Johnson AFB Streambank & Outfall Repair 2. Work Type: ❑Private ❑Institutional Government ❑Commercial 3. Project Description / Purpose [PCN Form 133d and 133e]: Streambank & Outfall Repair 4. Property Owner / Applicant [PCN Form A3 or A41: United States of America 5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]: Bradley Luckey/Pilot Environmental, Inc. 6. Related Action ID Number(s) [PCN Form 135b]: 7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form B lb]: Seymore Johnson Air Force Base, Goldsboro, NC 35.35979,-77.96275 8. Project Location —Tax Parcel ID [PCN Form Bla]: 3508931943 9. Project Location — County [PCN Form A2b]: Wanye 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Goldsboro 11. Project Information — Nearest Waterbody [PCN Form 132a]: Neuse River 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03020202 Authorization: Section 10 ❑ Section 404 ❑✓ Regulatory Action Type: ❑ Standard Permit ❑✓ Nationwide Permit # Regional General Permit # Jurisdictional Determination Request Section 10 and 404 ❑ ❑Pre -Application Request ❑ Unauthorized Activity ❑ Compliance ❑ No Permit Required Revised 20150602 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: NWP 3/13 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 N 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: Seymour Johnson Air Force Base Streambank Stabilization 2b. County: Wayne 2c. Nearest municipality / town: Goldsboro 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: U.S. Air Force 3b. Deed Book and Page No. 1/1/1900 3c. Responsible Party (for LLC if applicable): Brian W. Joyner 3d. Street address: 1095 Patterson Avenue, Seymour Johnson AFB 3e. City, state, zip: Goldsboro, North Carolina 27530 3f. Telephone no.: 919.722.5143 3g. Fax no.: 919.722.5155 3h. Email address: brian.joyner@us.af.mil Page 1 of 13 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Bradley Luckey 5b. Business name (if applicable): Pilot Environmental, Inc. 5c. Street address: PO Box 128 5d. City, state, zip: Kernersville, NC 27285 5e. Telephone no.: 336.708.4997 5f. Fax no.: 5g. Email address: bluckey@pilotenviro.com Page 2 of 13 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): 3508931943 1 b. Site coordinates (in decimal degrees): Latitude: 35.35979 Longitude: - 77.96275 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 25.8 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Stoney Creek & Neuse River proposed project: 2b. Water Quality Classification of nearest receiving water: Class C, Nutrient Sensitive Waters (NSW) 2c. River basin: Neuse 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 contains three project areas located within the larger Seymour Johnson Air Force Base. The three project areas do not contain structures. The project areas consist of predominantly mowed and maintained grassed land. 3b. List the total estimated acreage of all existing wetlands on the property: —3.287ac 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: —8,039 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to repair existing outfalls and the implementation of streambank stabilization to prevent stream bank failure and erosion. 3e. Describe the overall project in detail, including the type of equipment to be used: The overall project includes the stabilization and repair and stabilization of stream banks and stormwater outfalls. Due to damage caused by several previous large scale storm events, the structural integrity of the streambanks and the conveyance performance of the outfall pipes and headwall structures are failing, which will result in further infrastructure damage and environmental impacts, including excessive sediment load discharge to down -gradient waters. Construction equipment will use excavators, dozers/loaders, haulers and other heavy machinery. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes ❑ No El Unknown project (including all prior phases) in the past? Comments: SAW-2022-01464 4b. If the Corps made the jurisdictional determination, what type El Preliminary ❑Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Pilot Enviromental, Inc. Name (if known): Bradley Luckey Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. SAW-2022-01464, USACE Delineation Concurrence Email Dated 8.25.2022 & NCDWR Neuse River Riparian Buffer Determination dated 3.12.20 (attached) 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ❑ No ® Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Page 3 of 13 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Impacts to WoUS, outside of those proposed in this application, are not anticipated as a result of the proposed project. Page 4 of 13 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ® Buffers ❑ Open Waters ❑ Pond Construction Page 5 of 13 PCN Form — Version 1.3 December 10, 2008 Version 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: See Attached Impact Chart Wetland Impacts 1-4: Wetland impacts 1-4 will temporarily impact 0.634 acres of wetlands associated with grading for stream bank stabilization. Following streambank stabilization, the wetlands will be matted with coir fiber containing materials and seeded with native herbaceous seed mix. Wetland Impact 5: Wetland impact 5 will permanently impact 0.002 acres of wetlands associated with fill to repair stormwater outfall dissipater pad. Wetland Impact 6: Wetland impact 6 will temporarily impact 0.213 acres of wetlands associated with grading for streambank stabilization. Following streambank stabilization, the wetlands will be matted with coir fiber containing materials and seeded with native herbaceous seed mix. Wetland Impact 7: Wetland impact 7 will permanently impact 0.012 acres of wetlands associated with concrete redi-wall and riprap associated with streambank stabilization. Wetland Impact 8: Wetland impact 8 will temporarily impact 0.346 acres of wetlands associated with grading from streambank stabilization. Following streambank stabilization, the wetlands will be matted with coir fiber containing materials and seeded with native herbaceous seed mix. Mitigation is not proposed. 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) S1 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Page 6 of 13 PCN Form — Version 1.3 December 10, 2008 Version S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: See Attached Stream Impact Chart Stream Impact 1 will permanently impact 150 linear feet (3,604 SF) of stream channel to repair stormwater riprap energy dissipater pad. Stream Impact 2 will permanently impact 22 linear feet (522.90 SF) of stream channel to repair stormwater riprap energy dissipater pad. Stream Impact 3 will permanently impact 93 linear feet (1090.90 SF) of stream channel to repair stormwater riprap energy dissipater pad. Stream Impact 4 will permanently impact 47 linear feet (675.90 SF) stream channel to repair stormwater riprap energy dissipater pad. Stream Impact 5 will temporarily impact 4,831 linear feet of stream channel to provide access for construction equipment during stream bank stabilization. Stream Impact 6 will permanently impact 24 linear feet (313 SF) of stream channel to repair stormwater riprap energy dissipater pad. Stream Impact 7 will temporarily impact 485 linear feet of stream channel to provide access for construction equipment during stream bank stabilization. Stream Impact 9 will permanently impact 146 linear feet (645.02 SF) of stream channel to repair stormwater riprap energy dissipater pad and inlet stability. Stream Impact 10 will temporarily impact 941 linear feet of stream channel to provide access for construction equipment during stream bank stabilization. Mitigation is not proposed for permanent impact to streams. 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 03 ❑P❑T 04 ❑P❑T 4L Total open water impacts 4g. Comments: Open water impacts are not proposed. Page 7 of 13 PCN Form — Version 1.3 December 10, 2008 Version 5. Pond or Lake Construction If pond or lake construction proposed, then com fete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require 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 for Buffer Zone 1 impact Zone 2 impact Permanent (P) impact Stream name mitigation (square feet) (square feet) or Temporary required? T B1 ❑ P ® T Streambank Stablization Unnamed ❑ Yes ® No 245,790 16,311 B2 ❑ P ®T Streambank Stablizaton Unnamed ❑ Yes ® No 22,924 1,044 B3 ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer impacts 268,714 17,355 6i. Comments: Buffer Impact 1 will temporarily impact 245,790 square feet of Zone 1 buffer and 16,311 square foot of zone 2 buffer for streambank stabilization. Following streambank stabilization, the buffers will be matted as applicable with coir fiber containing materials and seeded with native herbaceous seed mix. Buffer Impact 2 will temporarily impact 22,924 square feet of Zone 1 buffer and 1,044 square foot of zone 2 buffer for streambank stabilization. Following streambank stabilization, the buffers will be matted, as applicable, with coir fiber containing materials and seeded with native herbaceous seed mix. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The applicant has designed the proposed stabilization to limit stream bank stabilization activities throughout the bottom of the stream beds of the proposed project with the exception of repairing damaged and failing stormwater outfall structures. Additionally, the applicant has designed the streambank stabilization to avoid exceeding 500 linear running feet of rip -rap bank stabilization or exceeding 1 cubic yard per running linear foot and permanent wetland fill to the maximum extent possible. The applicant has incorporated the use of a natural bio-de radable fiber turf reinforced matting and vegetative stabilization of Page 8 of 13 PCN Form — Version 1.3 December 10, 2008 Version restored stream banks to minimize permanent fill impacts to streams and wetlands. The applicant has designed the proposed project to avoid a net loss of waters. The proposed project will significantly improve water quality on the site and immediate down -gradient areas. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The disturbance limits will be staked and surveyed in the field. Sediment and erosion control devices and other best management practices will be utilized during site development activities to prevent down -gradient sedimentation into waters. The applicant has designed a construction sequence that will use coffer dams pump arounds and other BMPs to ensure work is completed in the dry. The sequence will use staged de -watering such that only portions of the project areas with active work are being temporarily dewatered. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: The applicant does not propose mitigation for net loss of streams or wetlands. 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 9 of 13 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 10 of 13 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? N/A % 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project is not generating impervious surfaces 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? Goldsboro ® Phase II ® NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ® Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ 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 11 of 13 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 ® Yes ❑ No letter.) Comments: Draft FONSI dated 4.28.23. 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. We are not aware of additional development that will result which will impact nearby downstream water quality. 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. Impacts from wastewater generation are not proposed. Page 12 of 13 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? ® Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS Letter dated 8.19.23 (attached) 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Based on our knowledge of the site, the site is not located in or near an area designated as essential fish habitat. Best management practices and the construction of stormwater ponds will prevent sediment from entering down -gradient waterbodies which may contain fish. 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? NC SHPO Letter dated 10.17.22 (attached) 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 proposed project has been designed to meet FEMA requirements and will obtain FEMA approval prior to impacts to WoUS occuring. 8c. What source(s) did you use to make the floodplain determination? FEMA NHFL (Drawing 4, attached) Digitally signed Bradley Luckey DN: cn=Bradley Luckey, o=Pilot Bradley Luckey, Enviromental, Inc., ou, Bradley S. Luckey, PWS Luckey c=U5l=bluckey@pilotenviro.com, 6.15.23 Date: 2023.06.15 15:13:31-04'00' 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 13 of 13 PCN Form — Version 1.3 December 10, 2008 Version Wetland Impacts Wetland Impact Number (Crossing #) Permanent Or Temporary Type of Impact Forested Jurisdiction Area of Impact Ac 1 Temporary Streambank Stablization No 404/401 0.284 2 Temporary Streambank Stablization No 404/401 0.091 3 Temporary Streambank Stablization No 404/401 0.006 4 Temporary Streambank Stablization No 404/401 0.253 5 Permanent Outfall Repair No 404/401 0.002 6 Temporary Streambank Stablization No 404/401 0.213 7 Permanent Streambank Stablization No 404/401 0.012 8 Temporary Streambank Stablization No 404/401 0.346 Total Wetland Impacts 1.207 Wetland Impacts Stream Impact Number Permanent Or Temporary Type of Impact Named Perennial or Intermittent Jurisdiction Area of Impact (SF) Area of Impact (LF) 1 Permanent Outfall Repair Unnamed Perennial 404/401 3,604 150 2 Permanent Outfall Repair Unnamed Perennial 404/401 522.9 22 3 Permanent Outfall Repair Unnamed Perennial 404/401 1,091 93 4 Permanent Outfall Repair Unnamed Perennial 404/401 675.9 47 5 Temporary Streambank Stablization Unnamed Perennial 404/401 4,831 6 Permanent Outfall Repair Unnamed Perennial 404/401 313 24 7 Temporary Streambank Stablization Unnamed Perennial 404/401 485 8 Permanent Outfall Repair Unnamed Perennial 404/401 645.02 146 9 Temporary Streambank Stablization Unnamed Perennial 404/401 941 Total Stream Impacts 6,739 Environmental Services Proposal Pilot Proposal 6188 November 12, 2020 AGENT AUTHORIZATION This form authorizes Pilot to act as our agent in stream/wetland matters including U.S. Army Corps of Engineers and North Carolina Division of Water Resources field verification and permitting. Property Address: 1095 Peterson Ave Seymour Johnson AFB NC 27531 Owner/Applicant Information: U.S. Air Force Address: 1095 Peterson Ave Seymour Johnson AFB NC 27531 Telephone Number: 919-722-5143 Fax Number: 919-722-5155 E-mail Address: brian.joyner@us.af.mil JURISDICTIONAL DETERMINATION REQUEST D. PROPERTY ACCESS CERTIFICATION By signing below, I 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, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. BRIAN W. JOYNER, P.E. Print Name Capacity: ❑Owner ❑� Authorized Agent 5/17/22 Date Digitally sinedJOYNE JOYNER.BRIAN.W.1250700314 Date: 2022.0602y 9:::18:24R04010AN.W.1250700314 Signature NV�d NOUVOM w 0 3ade3aoadNoaNHoaow�a � NOIlO3iMJd -nvzii o ONV ANVSAV32JiS aziv S snOIRJVA 2JlVd32J �1 W 0 0 0 o _ sJ _ _ N — .J W K F W Lu W W U W U W m y m 0 K Z m 0 O W w > W Q w C) O of O m K W (� III o of c� �t8r J r3 cl a 0 I i n ° _ 1 O N O \ �al.� 1 / ®�C) of q O Y oo Z r�U Qo,, � ~ Q �o_ QS z — �' ��. >_FF- O w Z a Q m C O U O .y 00000 B �a a_o ° z o W m � w �% cO000 \ of - / w K (D �� J //// �� V) /y� Q W Z O—Z h Oc 0 W (I CD J W ' ~ W U) W ` m O K m U D VJ o a- 0 w W _ / S 1 J 0L+6 0100+00 V1S N332jo 3O2jna) w r g L L V32JV NV�d lOVdAl 3o2jnoS32i oiivnOV i Qi Sad 11.1aidNoaNHoaow�a r NOIlO31O2id -nvzii o ONV ANVSAV32i1S aziv S snORiVA 2JlVd32i w z \ m � � I0 W L �; \S Q\w \ w w w < Z Q LL UQ o o o 0 } U Z Q F (n N �~f7 F W r N U" w n w w w U Q rn Q a w U LL d Z F U Q Z Z O O N N Z ¢ LL w� a— w a 0 Of (O Z gOf cr LL o 0 0 0 K Q m o W K K U _ o Zw / 0-coco } LL m vco F LL U pv Y LUF W U F Q of m KU <N Z W Z F o r o p� LU a 0- d Z Z U K d m ro w� �— ON N d W� a— U LU Z a o cl g>� Q U U U U d o a W < LL, w O m O Of of U w OO F z Q Q z v cNo J EL Y�O Z 0 Y W W Q a � ofLU — LL Er w W LU U U :E LU LL } U U w o� W oo � �� U Z U C N m K~ ro m m< Q a LL OO Q Q OfLL N a o U 0 w O w Y Y W Z W OfO Z W Of , D Y F U w F U m W w o W U O O OfOOf U Of O U 9 V IQ IQZ \ � 1 \ \1 \ � \ z z1 \ I \ \ \ 0�! +6NNl7HD1�GV A 0 — �rm�s 3n�rnr�cv v 3 \ 00+61 0101+6 V1S N332jo 3O2jna) W N Z l V32JV NV�d lOVdAl 3O2if1OS32i oiivnOV i CD 3sd dN11.1oad�adNosNHo�a�ow.3s r H�aoN oaoesa,o� �, NOIlO3iMJd -nvzii 1O ONV ANVSAV32JiS aziv S snORiVA 2JlVd32J w SZ+gZ 0100+61 V1S N332jo 3O2jna) W M £ l V32JV NV�d lOVdAl 3O2if1OS32i OI1Vf1OV i CD Sad 11.1aidNoaNHoaow�a r NO11O31O2id -nvzii 1O ONV ANVSAV32i1S aziv S snORiVA 2JlVd32J w w�_m ai U w a z �¢o X z �m cl d o� O Q a , Qj y o cl \ F > m O z = z U m/ mz< \ w � ow 1 W �\ \ w 0 w.z i z z .1 Q NN z a\ U) z w U � z_ w o a z w 0 m o \m OO+g£ Ol Sz+gz V1S oi332i0 3s2jna) w V , V32JV NV�d lOVdWI 3o2jnoS32i oiivn0V i C 3sd dN11.1oad�adNosNHo�a�ow.3s r H�aoN oaoesa,o� NOIlO3iMJd -nvzii o ONV ANVSAV32JiS aziv S snOIRJVA 2JlVd32J w o » co m +;ma:,an { w saw down »amea:iiv my CD mliO ama, o:w»NVS mad avrs momla+a \ \ \� � \ � \ \ f! \ - �\ E » \\\ \ ` j§g \ \ \m �/ 2)%� § » \ ((\ ®�\ (��\ G \\ \j\\\ ^ ` \ �\ a ~\ j ` �) *(( rH®} \ �\ ` [( ` ul)` \�� �\\ ( ^ \\ ^®a }C) § -«: ! }Qc /\\ §->|. ` »\ z / ;§®\ \\{ / \\\§ \ ^^ `�mz, x e±! \ ) j/))/\( G �® ®\ \ / «,: < � C6+6t7 co x vis oi3ao 3ana) -o w saw diOVdAl 3oanos3a oiivnov CD N 11.1 NOliO3iMJd -nvziino (INV ANVSAVaiS azivrs snOmA alVda z C, 0 0 D N z \ �! o C) 0 U) z z < z < 0 � \ / Z M < 0 \\ � <\ : \ ±: 0 m � « \\ $(22° m u) (D z u) z )u) < C) w z wm Wo— 0 w c) z w m mm o m < (D m z <. z -, Fr m z 0 x cl Lu \�\ \ (D m c, cQ, <-< 0 0 �<) (D 0 , < � ° °\ \���`. � � / j <� zut z IC 10 z< \\$ u) < 0 Sb+S Ol 00+00 V1S (Hinos A332JO WildSOH) w g Z V32JV NV�d lOVdAl 3o2jnoS32i oiivnOV i Qi 3sHe 3HoH�HNosr dN11.1 �HON oHoesa,o� m NHI—I.— NOIlO3iMJd -nvzii o ONV ANVSAV32JiS aziv S snOlRJVA 2JlVd32J w J. U) w 2 0 w lo z Q mz U)�C, Q z \ F \ O Ile d\Z M mQ v� w r LL m w w � U z F W U z a Of w a :5 w W � �ofa Q F z d ��Q W �W� Q 0- LU W �w ~ W1 LL O ~ U 1 Q FU 0- LL U ¢ Z(t) o o oo N K J F ZF N Lu o zF zz O Wz ¢ cn o Z ¢ O O O Z¢ I Q ap a wa LU � i w UO a W 0 -z LL OfO U o o J Q W ofof } U L. L 10 LL N� � I n� Of¢_ N= } N O L i F ' A LL O n Q OfF N N U) O Q U O¢ j 0-F aF¢— zaO z= � Fr W¢ 0 O W a Y � N F LU LU I IY 1 J w 0 I o z O w O x F z 0 z H ¢ w U ¢ O ¢ Of O z ¢ O 1 0 0 F 0 O z �9+6 Ol 09+b V1S (Hinos>i332io WildSOH) w g l £ V32JV NV�d lOVdAl 3o2jnos32i oiivn?DV i Qi 3sHe 3HoH�HNosoHoes — rNHI—I.— dN11.1 �HON NOIlO3iMJd -nvzii o (INV ANVSAV32JiS aziv S snOlRJVA 2JlVd32J w u < w / w F v N 5 �U Q w F (n � d Q (n � 5� zQ LL 0 wLL O :� Z 0- 0 Of Q ~ w \ W < W >> O co Q (n ofw of O >= aLL spa U F LL o a x Q W \ / (Dn J > d w (n o U) w U o � / < :5 Q co LYL �_ 23 , Q w� W Qjn Q LL— W � U p QZo oo_ / Q J r d p O- (� w LL �Q� =�J U) m (n aLL _ Y Of � I W J w LL LL / U) < Q j G� O o Al F / Y / W / W Z O OfD o // x J OS Z J Y y p Z / lJF m 'x / Z F O J o°m W m / Q \ O /0 U) /% A 2 w w U (D J/ v -/o 0 i r ��O w W 1 w 0� in 09+tl 0100+0 ViS (Hinos >=3 jo �VildSOH) W CD -o Z C V32JV NV�d iOVdAl 3o2jnos32j oiivnov iCD �N 11.1 HON NHI-1.— NOU031MJd -nvziino (INV ANVSAV32J1S azivrs sn,0RJVA 2JlVd32J A .0 C) 0 z < g CL o + z m2 1 0 < <h \ 0 U) m 0 ZW < z X < .(9 1 z 1-0 2 2 < w OP 0 N M I C, A X U) U) WV 2� \� I U) cn, 0 X < < Z 0 :z — (.9 1 /M < z <Nl k z N O'm U) 0 U) Z W / U�) C-1 o 0 U) C, < z A z z C, < X (D U) .0 LA <Z — U) U) ;�:.fin// // \ 0 zzl �m >i33a030an8 SNOUO3S SSO J0 WV3alS 3ade 3�aoaid NoaNHo"aow�a NOU0310ad -nVdlnO ONV ANVSAV3alS aziv S SnOIaVA alVd3a Y W O r w O O co uo> in c6 rn 0 I I o I z W W U W O I I O co + V Q U) W O Y W = II W U bi JLU N W U Q O C> m<Q �Z() 0, Z N Cje W Y W zo> (7 J Q > a >i33a030ana - w SN0IiO3S SSOaO WV3alS i Sad 11.1aidNoaNHoaow�a r N0IiO310ad -nVdlnO ONV ANVSAV3alS aziv S SnOIaVA alVd3a w Loi v co O O ti Z R W S I 2 V J j O U O � 2 I e W s O 0 O N 0 + + + c + + I I + + + + n + + '+ + + + + + + hI + +\ + +, \ + + \+ + + ',11 + \\P + + + \ + Q + + O + + + + + +s+ + + + + + + + + I 09 I l 1 + +� O + + + + + + + + +� y`\\+ + + Il I + + + + +� + + + + + + + + +U-I + + + \ + + +, +, 93 + +ry + + + + +\ + W+ + + + + \U + + + i \ + ly+ + + + + + + + Q = II F + + + +. II + + bi Q bi + + + + + + + + U + + + + + + + + + + + + 1 � C) + + + + + v + + + Q J + + + + + + + I4'I { + + 1 Q 'i+ + + + + I + + + �„ \ + + z C) + + + + I + + + + + + + + 1 O + + + +J + + + + I* ® + + w+ + + `I O L + + + + + + + + + + + + + + + + + + + + \P + + + l II + + + + + + + + + + +V + i a + + + + CD + + \ + + + + + 1 O Q + + + + 1 + 1 \ + + + + 1 \ + + \ + 1 h >i33a030an8 W N SN0UO3S SSO J0 WV3alS Y 3sde 3�ao� adNosNHo�a�ow.3s r dN1oad1H�aoN oaoesa,o� N0U0310ad -nVdlnO ONV ANVSAV3alS aziv S SnOIaVA alVd3a w Lo 'IT O I I I I I 2 = Io h W U W 1 U J J 2 ti O U O h I Q Q kl O 0 Q U) o Y O co W = II W O C> J W (J C) Q O �U)C> 0] Q J M FZ-- O z N (r W ll� W zo> 0 J Q a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + >i33a030an8 W M SNOliO3S SSOaO WV3alS Y 3ade 3�aoaid NoaNHoaow�a r NOliO310ad -nVdlnO ONV ANVSAV3alS aziv S SnOIaVA alVd3a w II IIIIIIII li - v \ U F (7 m N o ` \\ U Z LL Z O (O Lo (O \ U 00 I h_ Z I Z O h W U o- I�h r I j 2 h I U O ti O 0 0 + \ p O Obi 03 a >i33a030an8 - w SN0liO3S SSOaO WV3alS Y 3ade 3�aoaid NoaNHoaow�a r N0liO310ad -nVdlnO ONV ANVSAV3alS aziv S SnOIaVA alVd3a w 1'I' (0 co D 1Ob N \ \ V �I I I Q 2 � W I U W p m h I O I I I I I O O (D O O O + f r+ 0 + + + + + \ L\� 1'k 11v�lAI�11�QVI.I + p \ Q U) O \ + Cn 0 + Y 1 1 co + \ 00 w O U W + + + + + w Q J + + + O + + + + + (D C) U � (q + + + + + F + + + + Q Z N + O w ll� w F j z0> + Uq +\ 0 a0 + +\ 9 ww Qw +' + + + d 1 + + + + + r w + + T + + + �+ + + + z + + w w Q a U >i33a030an8 - w SN0UO3S SSO J0 WV3alS Y 3sde 3�ao� adNosNHo�a�ow.3s r dN1oad1H�aoN oaoesa,o� N0U0310ad -nVdlnO ONV ANVSAV3alS aziv S SnOIaVA alVd3a w O V L> 00 + 0 IT O h W S 2 O U G y I o � I I O � o O U) co o U) Y 11 �o + W = II O W _ L! J LU LU uJ ¢ J U)U JU) 0] Q Q cozU �0, z N Cje Lu E W �0> z S z \ z \ j \zC) \ \ ow w \ ow wo O� w¢ 0� \ A332JO �VildSOH w SNOIlO3S SSMJ0 WV32JiS Y 3aHe 3HHoHRH NoaNHI—I.— r NOIlO3iMJd -nvzii o ONV ANVSAV32JiS aziv S snOlRJVA 2JlVd32i w Z F —O m O /clO �� yo m2 �� W C� / 00 o 0 0 h o w a o rn aoo 0 0 b! Q 0 0 A332JO �VildSOH w SNOIlO3S SSMJ0 WV32JiS Y 3aHe 3HHoHRH NoaNHI—I.— r NOIlO3iMJd -nvzii o ONV ANVSAV32JiS aziv S snOlRJVA 2JlVd32i w + + + + 0 0 0 co rn 00 1- o� v w Q � W W CID h Q z � 5 I 3 rn 00 1n \o 0 0 0 0 0 0 A332JO �VildSOH w SNOIlO3S SSMJ0 WV32JiS Y 3aHe 3HHoHRH NoaNHI—I.— r NOIlO3iMJd -nvzii o (INV ANVSAV32JiS aziv S snOlRJVA 2JlVd32i w �c o rn 00 rn v Z o v Z Q w In O 0 O g2 1) U)�oo Y= u w LU LU bi LU J LU C) Q J QU)8 H J U) inQQ z 0 C) w 0 Cje H U1 E w Z zO> 0 LU z 0 I � Q J � Z i a h 0 0 s � o A332JO �VildSOH w SNOIlO3S SSMJ0 WV32JiS Y 3sHe 3�Ho� HHNosNr dNNOHd�H�HON oHoesa,o�HI—I.— NOIlO3iMJd -nvzii 10 ONV ANVSAV32JiS aziv S snOlRJVA 2JlVd32J w f I 0 A J 0 0 0 0 / i / Sad 3 aoVa 34 TWO aow�a NOIiO3iMJd -nvzii o ONV ANVSAV32JiS aziv S snOIRJVA 2JlVd32J a tt y U wU r O � � a Z O o � Q U m W X O � W d // O 0 ¢ Q m (7 ¢ Z O r ' F F Z wy U) O C, W a ? z W W Z U_ S F M2 N O N2 M O N Z K w z w N V O O V N U) 0 d W Ir Z 0 d ¢ - CD ¢ 0 U Q = W d y D- a z O ¢¢ ID U 0 w 0 ¢ F ¢ F F W W F F W W F F¢ W W O W K � m N O Z Z Z_ Z _ Z Z_ _ N D ¢ ¢ Z W W Of K Of ¢ ¢ ¢ U I 1l 'I a g€ Tr� aaa�. Fys P. ne u H!s� . 9€-� azsiE 32 )IJE E L)0 °° VY�eg � _ "en5757�a5�s � 1 fAP s €9z S€ o E ? - E N o z �lVi3a �IAIO 3ade3�ao,a�dNoaN�o�a�ow�a � N N01103iMJd -nvzii 10 ONV ANVSAV32JiS aziv S snolRJVA 2JlVd32J Q W z z 00 z (7 Oz z z p Opm QWWw ¢U'> >� D 0 F z Q�wU (q m0 Oww< �m �0 m¢ 0 JO > 0 (9 0 O U F<W� Uwm Z0� m00� ¢¢> w�¢ WmpZ m Z Z p Op z m m w (D F Z m 2 W C, z mozO 2 p mj W Q W z 0 OW w m E Y m~¢ m Q F¢ w¢xm Wax 0z0� �w wF Ow W W p m 0 ��>0 wJ00 LLwQ= XOJ� nw mLL ¢O Wm U O w z p W2 Oa¢ ~w~~ co0 p m z w O =m�U mW0 w0 w0 zo zm O W m 0¢ w W 0 Z W Z ~Ozw OQm WWWZ OF pZ p> O w Z p w W OF m Z pZ m LL Y LL p p m w 0000 Q zW Qa o w p p z D m F 0 x 0 W F �Z�z F�¢ ma�0 wW W �(nm m Opw wF-� O Q z 0 w FWF wui OOp m¢aF W>� �Q� JO (¢j F (n O 0 2 m zz ZUWwz wzz wmZ pw Q W W Q U) Q W F = W LL ¢ O p F Z z 0 j F z �F-2 �W m a z w m (n W z Z (p, ¢¢F w¢- O m (7 w - ¢¢W0p 'gym F ¢ m (nm Omm 0 (n m~ p Q O z0mmz J(9w WUzo p W F Q Q U j Z F d' m 0 w ¢ p U z W z W g m W m 0 ¢ O�w m F w mrn� p O� p 0 O J Q m w Q p Q W H w¢FFx �0 =OmU m p Z M' U) F LL F W Q W In Z Opj CLLw W(9 O 0 W, m 0 w 0<1 OUm mzO Omzw O (6ZF N Wp aZ O H 0 z w w d J0� z mW� z�WO Q Q uiw~� LL p m F (7 z Q W OU p m z Z d W J wz.Zw Z�¢ ¢zm0 § p W W Z O m m ¢ F a p awl WOw OZw 0 w 2 � Z wUUDO www O wl w w O �� O> z O m p p m m Z O 0- > p m F m w p 0 ¢-� p m �� imp Fm ¢W (Dw F J m m W m OF pW WLLmWQ �� ww pp 'o mm 0>= �wamw zm0 =xW FDz Mw w = O JaOxU' Q m W z Z-10 Y�E zO Oxa>O m O Z ¢ 0 (n ��(D (n¢ mp wz¢xx (� p ¢ O W W p F m U' m W D LL0�0 M W O F Om0 m=¢ �Z� mow gz W¢ W z (7 O m 0 O 0 zowzm Qw wapw0 Ux W0 aO U (j W Ogw� Oxm m5LLpz ¢ W p 5 � p W W w ¢ w m z ~ 2 W >> W= W F Q OW W U ¢WF mwz Jp pz w Q OF z n n w 0 ¢zOw WO OU WO O>OQ0 U z�� (gyp waU ¢ Z U) � OQ O Y m� a w zQ x 0 m� � p LLzQO QUOpm ZO mm0 m �m w O x OF UQzza (7�¢�W pw,> 2W=- w z�a Uaa (07� 0 0p W ~ ~ U O¢ tij w� ¢P zzw0 wOUm¢ x x w¢ x O x m x m w¢ x O 0 w ~ 3:2 mc) m mU) z N M z N O z N M 0LLO >x w w< 0 Um- - Wwm w m z 0 Wwwmwp z_wwp =QQpmw pmmQ �wM (n m- W¢z U m� W W UY O ¢ 0¢ ¢¢¢�OW m>>z wQO LLmo m <0 ow LL mpJ ¢ ZZO U a (n m W>�p W xmm� x (n ¢ OzQ� W OQ z m20 wWx O OJo amU Dw Fwp ¢ a a 2 z_ OOW80 ~QwU2J wwmp zww =wm 0 O mm 2WF ODm UmW xa0 F p 0 w- mQ m�Wd zWzmm(xn 0mw ~O¢ O oW Eom Wzm w (xj U) -- �OQw U zU2p w¢> �zU 0 ¢ p¢ O� .iJ O¢O z¢m, W U p x W a2<W>>(D �zx> X(9 Wg0 z 0OZ x- pW U OJ x) El Fm(n 8W(q UUx Z ¢ m ZgF FUp W zW U() () x W~0 �Zw mQ pQ W za(D O 0 W Npp FJW�(D QzMa FLL� QF Ow mW �i a¢a m�_Q O pm U o zOwWmw� WmZz W � ZOO 0 Y �� Oz 080 0 U �O�¢ QW <Z¢F ¢ mz� C, oo O ¢z xO W~� Z z oo¢ (n - U 0 m old2omo Qz¢ LU ~ -mW¢ww UZOLL W Y m zFrLL ¢_ w W D 0 Q F Z z z F X p C, w (D m F O O LL p ¢ UO Woo Z=Z OFw F ¢ mM xoU pW, p = QpQ OF ¢Z mxO Q0 W �(�LL�W�Q 0 O¢w p pz ¢WmW oow2 w m 0 wm mzOo pwQ¢zWF =~pa (n _ ZDY OW W�> ¢ W¢ 0 w OOaw O » J 2(n W FU a �(�w¢w 00 m(n z¢E222< p0 p z a U Z W¢ 2 z F W Wz ¢ F m Z 2 ww�m W W 0 p Z mmF O ¢ m ¢ O J x z O W J 2� p¢ W pZ ¢ 0OO w ~(n .; w Z �OFW w w¢ (n WLU QQ(¢j OQ 2 m2 O a0 3¢azam0 Zc]F¢ Z o�=LL(pn LL(9 ¢aJp CW9m=a um) 2 �OO 00¢ OO Q-> x Y >0Q0 Oxpw 0WQ (U7w O aw O U¢pW mp zz wolLL p > 0- FUw wJ 0OF� xp 0 U U z 0(qx �- m ZLLm W� m ��U pp ~ xF NZWm >Om0 0(7 WWW O O (n W. pz (W9U OLL Wm a OLLw () wmOwmzwa wpp wui J mWUF¢w0 m OOU w pLLZ �m5m m (n¢ 0z_ ¢p pF - o WT z��� ¢F0 �~ z mz m W m¢ Z waa p WHO~ ¢ �(nz azz `�aw(n w OWO Fig~ 0J z� Oz 0>O mui� �OU w �W pp0�m00 00 LLz W a 0aw~ OZ p0 m mpp2 z(oo pw, O Qw OW wmW0Q '. O~r Q W mOm mm0g W� Ww, J ¢!Wm Oxw Oo o mO gDmo cio J(n 00J ww w ZWz OaDa 2MFww O, O� UU Om _ 0 ¢mQp 0Z2 mW 000zmw �0 J~ UO Caw w¢wz 0n OWOmU Q�Jwgom Oz-C, 2OmO QQU to ~NO z W JU�z 0 x¢ m020,0 Dm co W ALL¢ _¢ (qF mW WQZUmLLO m-~ O JONx Wm F O mW Z O Oz~w WW, F-00 F U mx OF m ap zZ00>< w J O Y W p Q d a m Z (¢ ~ a m W Q m Z ¢ OF p~OW 0J w> of 2F- O 00 pmm mw?a0(¢j OM 20) Om OwomowQ coOmpo W W Z z (j U O W W Zi W C W w W Z¢ OUz (7 Q¢ W O O z O¢ ¢ O 0 p D~ ¢ m~ W¢ inmDp Z fn W z �_p(7a O wZm �U as Y(D m Y QU (YjwLLOO� DD Z W p¢ WO (qQ F- p W �pmWzWw UmzwU Z F W mo( C9O0 W W wd W O wp¢ ¢� 2 p �WWm W¢ F mZ U¢ Om U 0 wa m� U' W O mzpp m W¢ Z F W �wg00p m WW p ¢�i � W 0 ¢ZX>m0< x¢WOx w QZa W -(nm x W (n Q�U) w O aU FQ U) F 0 �j w ¢ W Z W mxm mN UD W w2 C, xa 0 m za W OZ _(li (DO U¢ UZi YUU 0z Oz - 0 0 ry ry M v �n 2mmry M v M C TVi3G TAI0 3ade3�ao,a�dNoaN�o�a�ow�a � N N01103iMJd -nvzii o ONV ANVSAV32JiS aziv S snOlRJVA 2JlVd32j Q w O7� 0 Z¢m z Z�m(7mmom Ozpzpww (g 20 W p� U �r x 0 w Z¢W 0 zo 0 mwp 0 W Z W F Fw w z J F w W ¢ Z m LL m mm O z FQ F ¢ Z 0,0 x F F Z F W- W- WW MN OZ 0 F¢ ¢ m F W m ¢ ¢ N —FY(D W¢ W O ¢¢ m O (n x O F Z ¢ �Zi� W �m ¢Z N(� U' W wCW7 0 wO=wJm- OW ¢ wQ a Uz¢ �m0 w z�> mW O oxm x w(7,oCd Qm2�W�0 gm >o Wz Z Qo W ZOW 0¢U x OOW ¢o 0 UJU Z g�Z woo ¢ wwmmmO<F m� 0 w ZOm C9 (m7¢ Q mW(¢-n 0-uj ZQ z w�LLLLO-0 Wm2 LL �w Oa z m¢ �Oz 0 m z0 0 ow ¢ w a-EW¢ ¢o Jw ¢Z 'm- U 0 o- xz~ o W Zo ¢z J wWO w ¢zwwm(W7UO z0 O�ii z az ~ o ZJ ¢O m x�W o W z<(~-n Dmz �O mU W ¢Ox g xQz m ZW¢¢�mxU ¢g=x(n¢(nw �o 0(7 Uw mw O �W F0m �¢� z FWW Wao w0 x (UDx¢ a xow w aj0 m gZ ax U DO oWm 0 a0> FLL ¢ Wx F,Q z OQC9 WWWwUO w0 O wU z ww w=¢ o 0 < Wa < =w W w =Qz W>Lu ¢ 00F� ¢LL Z �m ~ � ¢Z 00 m~ ¢ ODm o 0Q<0 >w 2 (n �- z¢m m(n wUOUwwwgLL ~ W ¢ 0 U -¢ W mcJ ww m w(nw �� m 'pw- UWz z Z 02M p O0m<w�wOz za U� m �w wai o ww wQ ¢wQ m azz m0LU 000 o w maj 0 �0 WOx Q� a m0 ¢m o� (7 ¢ <C, w W o U(7 z xQLL =w O W (�mm '0 F o�Z OZw pwm0) m-m wzaxQQO W am m Ww Z Q mg Q>> ¢ x�0 O� mo< 0 m0om~¢w _wQ U� F �Q W 2 m� 2W o mw� mz m O LU O p W m Z�� Jfn W 2 WW U W 0 0 0 U z z m U >Q Dm U a z_ w z' N ~ z W ¢w OOZz0WO00 w0 = > W w p� Z�w F WOm zF w Z O QO¢ Zm(n m?m�FrwW Q¢ m OW z0 Q Z¢m ¢o p(DW w ZZ5 QOp ¢W m mw x� F ¢ Or FF¢ amwx Q O (D z F F Q F W W w Q ~ j U a_ U W Z>~ Zmx o H Z 0 m> ¢ Q ~ Umx W- m U x� W WFLL ¢ o¢m w oz F Z O mz o ¢OW w W O Qm� oLL U H w W w mom (o Oz0 U¢ w wrow0 00FFog¢Ww m p�m 0 O mp w~ mz JU m 0ow w mow- 0U W>m aw 0 W �W(n Zz �0¢ mOgz zFzwoaZwO aow w xw 0 O m mzrm ¢ mmw g�� Z m (D ¢¢Oz Fw OQ0 mQ w>¢=wwaLLO 0;, O 0 pz w wz >_ w0 o600 m woa (0) �Um oWwm J Z o ¢ p ¢ W Q O Z_ F= F p w w zzQ 0Q zp m ¢ Q ~O O � O Q(U)wm z I C, F W Z W mm Q w �w(x7 >o ww00(UnoOwz m0F Z zW m 0= LL¢zg j Ww row W2¢ w W z Omw =z W2�>cOZ=W 2~ZOm 0=� �mz Q�0 W� z mUw w=wa zmJ Q� Q co 0 Qmw O� w Fm woU� ��Em0m-ma a~w 0 =0F Q w=0 LLao x= 0 UDa= W o0m C0MWE m wugU mx ¢ wFU O Z o F W o 0 m. ¢ J �cWl F¢ � w WQ WZ W Z F Q c7p0¢Om Ww z Q 0 � c gmw Wm z z m m0� W = Qpm O Z w Z xg00 0� Q¢ d ¢ 6 wo wW �W? 0M m m�-¢n� OZF wQ m ��Q 2O UwQpw=wOm (nmm�a��m� WWI U> oQ o0o mag= w> >m� =mw >Z ¢> tij wUwF Uw W >¢a(n (7m omPZOO(D mu) xz O¢ ZOO C, ¢ o x zw ww¢ tij 0w wwm w ZF 00 xm-- ww w¢� �� x�z dW0 QD z ry M v In (0 W U0 F 0 z 00C9 N �0�� >m M v �0x m 2 o (o m zz ¢¢WD WUmmO zWma z ui W w m Qmmm~ 'm o OLL wLLZ jpO 0 O m mLL W 00 W Wm¢¢ m W -(n2 ZW WL ai mew Z W x x m(n>LLZ 0 D 0 m of pM¢ �Z¢ ¢U ¢ 2 �¢QLLm m> 0, mxm=00 W0(n �ODF(� �WZO zxZQ OUmpzc 2W=00m(¢no¢o 0 0 F 0 uj zFU ¢(DOFwO 0 U0wm�0wQ 00(anQW 2��x m�QwzzW>�0 Q m O_ F�w�oW U x R.MN�w Qz OWE Oc m(xjF omOWZ ww¢ w �LLZm -0—,LL wm<o x > ~ ¢ Q z~m w0= 0¢0 m m WZ=z w0WZ¢0� z�-m0 ¢wow ow�� w�=FpzZa�O (7 (n=8O mw Oz pU�W�mw� 0 x x z oxWaF X mWNW MWM Z a¢(U7QZ z 0 z Qzm U W W ~Qo¢WWW w Z W m> Z J o W o = am,gw = F m(Un=� W Q _¢ U Wui �(n�O a U) z = O Q J= JJwa=z Q �OLLOg>>� ozaiQ WnFQLLWwW m gmU �g m 2QwWz~OW JOmx<w� wzzOm pm� 70 mpzz 00¢ WOw OQzp 0(qo zQ o g F w OU aiZp W w m LLQFOamzm QF 2ZQz= S o zzom �m�z_x=°'¢�ai ¢ w W o , w� F_ U wJmU2o�O 000 zp0 Q ¢o0w Ww w Zpom,�Z�O z w ¢ U Fxmx2 m�Fxz O Q>awzQON ¢ Wm OzwZm U(wn< O2U w_�OOOUwo F F w o 2woLLzO U �i Q¢ Z U x�FUWQF� g O m¢ W Dx (qZ LL O W W mxmZ Z O W W Wm = 0 z o0 x- J 0 0 W ¢ F U U) J LL O Z w- O U 0J0O ~xr Q=Q~ W U') ¢ W¢c) UO)m~0 ¢ m 0z 2 = Q >OO w>O LU w mwom>yQ OwWWSOU z zF(=m ¢aWma�OOU> d m UO O O (~jm�Qo(UnQ 0 Oq 2 Q (O > �� 2 � w �¢� O J W fn w � � z � W O Z m F o (n 0 p U M. ¢ F �� Z� 2 U Ww z Ow�O=Fm ¢U UUQJD U ¢z zUW O(nz EO¢=~Wx>Zp=a W W Q U w F_ F_ U p pO DUUOWLai a� wa0 OF U0w W>io<�zm(n m(n a W aOFaQ Z aw�W WzoO(9x�0pW¢ ~oFOZUpU og H O w � � W NLLju Y z w z l F W Z 2 m J�� W Q 00u 0p 2 J Q W W! O wx F Q o m a a mzwFZW� Q Q w UOWO<QpJ Zm W� z }0x zz�wJ(W72Q¢om F a O O ¢ wOaO�z Z ~¢(Z7m0 x> Um W, (0) OFF W z m ZQmWp¢O Ojp z W aW U UOU ~awUO W �(¢nZ U WWDM �,w� Ozowz mQm=mWQc=WOZ O C9 > > > 7 Foo (Q (7 0�2 O wzmO),Wz U 2 r�,Iyl w m OZ W WW ai LLw F m 0 w Q 2� Q OWL� Z m O F Z U¢— O LL� U 0 J m LL z 0 Q a 0 m W J Z a O z �>> O w w� Q J3 0.- o o 0� o W W W C9 (7 (7 � Q Q �' 2� m p W m 0 m x m z W m 0 0 W OFp�W¢Fm o s U W Z w x z J Y J O w W Z W W 0 > ¢ ¢ ¢ p F O WW23m ¢¢ z- 00U>�WZw WoawUJWx�w=(¢n020 OQm F-~m0 O~mw m O O 0 ¢ _ >OQ > �¢(qx ¢� 2m OZFmmwWx WOxO¢wz� (jm Q,¢ FU >2FW =>zx z Q-Oam�azWW >_mW=UOWz� a 0 0 0 00W ow0 >UZ�Wm >9zOmWO W � W UppWUwpZF wxLL�maWz ¢a Wx¢O ���x� zw� �¢Fx Cd �Fom m-�Qj QwU w o �¢ Q x w w w W W W 0 0 0 -a¢mpmW ¢¢ O~¢Z=00�> Ed c)W �ma~ wQZWQWQQQ00 W3:o WU)C) Wz WQWoa 00. >ZUZ 000� w¢mmUW c) 0 U 0 0 0 Z0,wz<Q OOwLL 0LL w0 mQ (7pw-(nw�0w QWm��mxz0 �OQzw �zmm� U�QZ z¢OwF 2m �w~z z_( wOmCW9Q���mo� =W O O O mm m m mmzv�iW�� zw zW UOzWLLwDU¢ zo J(LOmO OFmm 0=(n9wo=,0WM OFZm�pxmwoo z(n ¢n�U ¢ ¢ Q Q a�gOwQ� 6j UO 000, z o¢UU 0<om '< Z (g000 ¢x¢LLLL mzOz tii Do=o O-O¢¢�ww(n�w O¢ tij C) ¢U x¢ x x z0 Uaz tij J¢mug W¢¢ W W 0U�U z�U(7 �(nmU x(nm W W Q0LL 000 U z ry M U z ry U z ry M v U z v Troi3a TWO 3ade3�ao,a�dNoaN�o�a�ow�a � N N01103iMJd -nvzii 10 ONV ANVSAV32JiS aziv S snOlRJVA 2JlVd32i Q w }w }w rxm x=mw Uu p Q 0 m OLL O �¢U r¢UU �jOJ o�W O�z zwp Q� =z Z MOFFz ZFFz z owo wm(7 OzOw o z0=w mm W r 0 (� O f N a m O N Q w D m N N m a F N w a w 2 z Z O z W= ¢ p m= c 0 w w U z Z 2 ¢ r~= 2¢ r z z 0o z¢ m� r�wa ¢wa.. rc-F(n NF(n} n�J w�� z�w w�= p¢wQ w ow 2w m mwpo wmWm Ow m wQr Omo amm wz m�> > m<mo ww O F Q m (rn Q05 QQO r Qrq J > Jz m=c)0 0w w m>z o(9 U, o rr>OU vri>OQ Qw� =¢g ¢pw0 m jzup Oz OD m 0 2 N W a? N Z a?a N Z w 3 0 u) Z> O D w 0 z W w W W m Wm Q WO K K rn p�Ov1m z0yz ao0o �C9a UrOn�Z z moo¢ mz S m 0 w KNrK QNr N Jz Z W W W OZ O r- O g} <w U W m¢ W 0 wFQ fn �. �� J p 2 W m u) aQYr w.< fn J d.KZ N_ Im O Ni F00 W¢ Q o w, ( rn U OfD= ¢rn Z m0 m, QOO�o rcO<p 2 o}amo OamZ m?� ww� c, Q QaQm wo�m >wm0 rn0 m0 oW O Qgzgn rcz0n rww .l< wwQ m2W0 O F,,w Ooa p F ¢ W O Q Z r K Q z N N O O O w= w 0 = 0 m p zz O m OW d ¢ x 0 Qm OMOQ< 2OQJO ww0 rn-5< =000 = >-o= �p O z <1 HU oz m2ol OQ �m J o m ZoU OW b p 0 oQ1EzFF1x W D 0 �~ m =pFw = wm z =XU� w Uu) z Z = OF (j Z w m Z O U O M>m O orc rcw W W,6 N F 0- F c, �wz Oinm Zi Y z_ w QQww p mom m W W w�OQ O oQ LU LU W 2w O O c6 5 z aaFwm rc�W}o om OQZ W ��O zzoo �_ rn morn O zmmo ¢p 00 H OU> z vi m¢LLa amm<z Y W Y on ' �m w0 F_r=U m =0<z �w Z ¢ O ¢ 2 LL K UQOHQ m0.OK O Q fn Q= F O Z�QN p Cl r= a wOrO z o pQ z Q wj m m d N N Z N O~ ¢UFZ o p W U O y S N J U' W OW U p a 2 w o w U 2 Q O LU = F rn Q W W m Q N W m U f xLL o Q LL w Do> Q zm= m (9� o 2 m w a az = U w O w F ¢ U - p m d Oz Fw-u Z mu< z o << z U OOw< 0 LL w w>0 00 o 2 Or t O=Om w OQ W<oOU o m O Z O mo Or N p U Q W U r U W U j wm Y j»�Z w»�K O U Q p O 2 z }) (7W Z 0 w ¢o o rn Q F = N=w W p m m m U' O N w r r > N W r a mzma Q Z w 2 ¢ O w m Q= = U O m z W U r U' r p w W O w W 5 J K O U z r rc U z LL Owz p p a r> w zoo fn = m Ooc Z m Qwz rnw zw F�>Oww o>O w� mLL wQOO}a rcO0}� maOQ OQO� wo>o 0 Ni ma�� FOmmo OOpc,z w00 w> rnz mZo�Z� =0o�zz =zF� moFp rn QOWW ¢ F¢WOW 0wQ zQ Qa �_ Q� Q U= wOz= rz= O �O arcOw�w OmU?F ¢W o Qz 0=o WOQ (7U w> >=w pOp W wm m m �> ¢ NN=Z Q o w� mzQ mo w rz �0 u rc w�0z go(7m po wzd� mm0� Q¢¢�m zooUw O(jo rn W d Zi O�»w mw rm Q 2U' �m U' Z(0m mm ==wO oww o2>Z J¢>m wOOz rnU m0 ¢ LL OO _.d mzz d W - 0 Oz ry M v In 00m r m m w w Q Z =_ Q W O ¢ 0 U p W Q ¢ O = F O pW pW O w z¢ �o z w z—xm xmo Q3 QK 3 QU orr z 0 =LLB Oo Z =z p =m w r ) Zi o ) w ow ¢Ur- r Z _¢ 2 Z U W Z U Z W ro<PE OgPW m2wz Z r- QWLL v: Z _ go W mw� W Z> Omoo g �mw rcFr¢ Fr w => w<mgr Q(nga zow 250 (j Z0g zw o o rnz omm mDq wZ >-z0 Jwo ark a J a Duo Fwm 0�. (7 p0 co rn 0� pwpm Q>w (ril¢FQU mp<> g�a 2-0w UJ _o 0m= o Qm00 u Q= =LL r W Z Q r W Z F Q w 2 wr¢pZ wp OU m= J Y aZ 2 w LL QUO w 0 w2pz �wo F¢p¢ Ow>Nm z>NO aQ0 (WjoQ 0�~ w zw 2 ¢J rn ap 2zwo rn~0 (nzQQ� zQQm �(7o __ LLOrn J0 pw rna 2Z= po0m z 0 mF Mo N(rq m op. wF0 O¢ _= co = rp ¢ � UNaw m -oQ o d Q W O W 0 wN W r W Zo QN NZO DFw wR0 wQ Q rr/j W rn 8Qr Q N W (7 r OaM Zm a W mpp3 O .LL =Z r O J Z Q z T Z Z 0 Q a 0 J O a w m Q}- m J m a 2= F p O U p U' = U? p w pZ m= 'm w O m W rn m F o Q O } W N m< O U W w Z 8 o O r m O Q Z U_ ¢ F p Q< O 0 r O o' OOZo� Oro = Q F r_2g¢ rn� d m W m m -LLpO (n NO-prn m= W OZoa y Q a W a Q Q J Z w z Zi U O Zi ¢ w ww Z m p =rgwmw O r= o 2-2 0 F E U w w z o! - w z Om p O Q� - 2 0 0 U> ¢ z Q (7 >¢} Z W 0 0 Q o F O F F m r F F r U Q w¢ Q Q Q 2 w z w O j O = fn z U =a(zw, Y w 8 Z �WM Om¢ WWZrO oZrMQ JM~ �o-wrc wOLL z m�U- zW 00-� = Oo wZ z Jam QFOw U wLU W=0 w>Orczy SrczLLW QF2 2Wam p� J0U p=O =U0Q mEwm LU (n QOw aawW¢ n2-,%n rn>2 z-=U Oz_ U9 W_QO Wwom Zmr 0 WmNLLo wyLLOZ DULL w Q o owno OO Zfn w rn U��O zFz pW 0 Q m U'O 2 Q Y m LL Y 2 Q U�LLUQ UQN zpQp N 0 i� r W � 2, rnd rn mm W= = U¢ r pZ=U ¢ 0rfn� � 0 z W r 0 Q 0 F Z J 0 F o o D W p 2 Q Z K o m (.9 N Q Q O ¢ p j m O = w w 0 r 0 W r KQ O -5OF J = rnmow rQQnz 0 w ¢2 r mO jz p0>=z LL z� U= 16 (xn (Wnw- W W U w w U Z Z W= LL W O Z W d w 0 0 o R.O. H Q W y - Q x m r` w x m Z 0 cl m w Q> ¢ w z m w O a= a m o LL <do ., m NVNN=� "wzw O=�m p zQz ON OOW �w OZQ} wOQZ O Z 0 of F Q O S r ' o Q O x F o Q= g 0 0' W o: w= N D U U 2, m -'-o op r YwU �S(Oj mu jf 0 00�fn z, rQQIIn1FQ NF m r Z W rz O r U z Z w m 0 m(Dm O> N z j y z K N= w w wza Q= 2 W W Z ¢] W Qma Qm F m a� Qw O 0 O OOp¢ D zFmLL j z odz w O U j y U W LL l p r w p> a o r W o rn U m m O E O W w mmz W<0 >. rc00-R QQz� �rU z m<zo >� QO >O -z R�zz< rn�O wU zm =(70w wOZ �Q¢ o�Qz =m-z off. ZC9 in of oOF O p Z�'U �OWw w0- m Q UJ p UZQw OOwru rn�w� pQJO wwz wJzo OOz mOpQ pZm W Jw�>w w>Q �eOwrz wo.z 2 m m N OZ rn� 0 m w¢ o¢ w F¢ U Q U' O Q U' F> ¢ (7 ¢¢ ¢ rW N ¢ w ¢ w 0 0 Z N M v in to m m 9 TV13G TWO 3ade3�ao,adNoalloaow�a � N NOUO3iMJd -nvzii o ONV ANVSAV32JiS BdVf S snoiRJVA 2JlVd32i a ,sc w Z w Innnr JUUU� innn( z *z o O 0 Fv0 Xw w <NZ 2E0w 2Eo? uu( < i 0 z a c� 0 om w w p w 00 a ¢ x(9 (� zWO WO � O x0 K x O K 2E < Z Z O z¢ w K m O a O 0, EZO ww ¢YO �mw w UC7 U,Z Zm< LLLL0 n � w o z �¢ a�< � a ¢¢� x Z O O U 7w� O z0, - a< W. O � F � w U z" < z aww 6 < O O w 0 m b _ o F F O <<za "ygea$RRa s@Ec� _ $g R -let: E$ $ RnFilie y $ eR R� g �9� IN R$e h�. $Ela IF* 4 r $$ dR P hon 3R° Rise $ $" oil $gg'aR °E� eR a 9ya�g a R Ind, OF ae e Hill., 111,6 i $� gill 12 incu g ag R R1 En$8ff IL s ail ° " �a _ �� i i e�Ii6 IRS III �a � !IF Ea$$ ���$a�E MIN ��� pilgl i � ®9 e I it- F�0 e� & o N N � - S o O F ww 20 ww i W m = w w < w m� Nw w m w W w O °od ow Z w w w U� 0 O HIN > U__Z w F d <w _ wo - D 0 LLI ww� � Z J U Z a 0NLL O 'wo 0 m ,N EJ� wa< y � �w ¢¢ Z-0Z 0 NN= u 9 aoVa 3GN of ago �a NOliO3iMJd -nvzii o O3atlNV AWSAV3I Z S snOlRJVA 2JlVd32J pp f K Ym 44� a�I b C As BAN eoa N 3 Q g Z O N I '1'x °x9I — sxvnN9rx eo r"Wo No:—UOdSNVtl1 !0 I'll Nliouro xauox 9 31v19 a'• M- tl 3dA1 NYQ 1N30I03S �Otl AtltltlOdN31 �, m a0d �NlMtltla ONVONv19 AtlMOVON ;II a 50 s.a. PP asaww.aaaa¢. 6.N ` .4. .vsvaac q .RPR ®.�,.V,�. i haw C. 2paeas d� a L TVi3G TWO NOliO3iMJd -nvziino (INV ANV3AZ snOmA alVda LU LU U) 0 U) LU F-� LU n LU U) ll� LU n LU I-- U) U) n LU LL LL 0 C) United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh ES Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 August 19, 2022 Mr. Dennis G. Goodson, PE Deputy Base Engineer 4" Civil Engineer Squadron 1095 Peterson Avenue Seymour Johnson AFB, North Carolina 27531-2468 Dear Mr. Goodson: The U.S. Fish and Wildlife Service (Service) has reviewed your July 11, 2022, letter and attachments regarding the United States Air Force's (Air Force) proposed repair of stormwater systems at Seymour Johnson Air Force Base (SJAFB). The proposed action is necessary to address degradation and erosion that have taken place in recent years within the Burge Ditch and Hospital Creek (HQ water courses on the installation. The Air Force is preparing an Environmental Assessment (EA) to evaluate the potential environmental impacts associated with the proposed action. The Air Force's effects determinations for federally listed species and designated critical habitat are based on the information contained in your July 11, 2022 letter. Our comments are provided in accordance with section 7 of the Endangered Species Act (Act) of 1973, as amended (16 USC 1531 et seq.). The EA is being prepared for the evaluation of stream outfal I repair, maintenance and streambank stabilization at the site. Section 404 permit authorization from the U.S. Army Corps of Engineers (USACE) is anticipated. The proposed action involves the following repairs to the SJAFB stormwater system: Burge Ditch (approximately 22 acres): • Redesign, replace outfall structures at two outfalls; add stilling basin and stabilize streambanks Repair/harden area around headwall of one outfall with riprap; stabilize swale with turf reinforcement mats • Selective regrading of banks and stabilize areas with turf reinforcement mats Hospital Creek (HC North approximately 1.6 acres; HC South approximately 2.2 acres): • Remove two separated culvert pipe pieces, install new headwall, install new concrete slough from road and riprap • Selective regrading of banks and stabilize areas with turf reinforcement mats • Install riprap in roadside swale and in front of headwall • Install riprap and turf reinforcement mats in selective areas • Add topsoil and hydroseed areas of exposed soil Based on the sparsity and low quality of suitable forested habitat within or near the project locations, we concur with your determination that the proposed action will have no effect on the red -cockaded woodpecker (Picoides [=Dryobates] borealis. Three federally listed aquatic species are known to occur in Wayne County: Neuse River waterdog (Necturus lewisi; amphibian), Carolina madtom (Noturus furiosus; fish) and Atlantic pigtoe (Fusconaia masoni; mussel). Neuse River waterdog is an aquatic salamander and its habitat includes low to moderate gradient streams and low current velocity. It lacks lungs, getting oxygen from the water via external gills and needs clean, flowing water with high dissolved oxygen concentrations. The species occurs in streams wider than 15 meters but has been found in smaller creeks. The species thrives in cold water and is much more active in colder seasons. In early spring the salamanders move into leaf beds over mud banks on the low -energy sides of riffles and where leaves are intact or only slightly decomposed with small vertebrates/invertebrates in the leaf litter. Carolina madtom occurs in riffles, runs, and pools in medium to large streams and rivers. It prefers fresh waters with continuous, year-round flow and moderate gradient in both the Piedmont and Coastal Plain. Optimal substrate for the Carolina madtom is predominantly silt -free, stable, gravel and cobble bottom habitat, and with cover for nest sites, including under rocks, bark, relic mussel shells, and even cans and bottles. The preferred habitat for the Atlantic pigtoe is coarse sand and gravel, and rarely silt and detritus. Historically, the healthiest populations existed in small creeks to larger rivers with excellent water quality, where flows were sufficient to maintain clean, silt -free substrates. Due to the limited size and degraded conditions of the streams to be addressed through stormwater repair, the Air Force has determined that the proposed repair of stormwater systems within the Burge Ditch and Hospital Creek water courses would have no effect on these three aquatic species. Based on a review of the information contained in your July 11, 2022 letter and enclosures the Service concurs with your determination that the proposed action will have no effect on the red -cockaded woodpecker, Neuse River waterdog, Carolina madtom or Atlantic pigtoe. We believe that the requirements of section 7(a)(2) of the Act have been satisfied. We remind you that obligations under section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered; (2) this action is subsequently modified in a manner that was not considered in this review; or, (3) a new species is listed or critical habitat determined that may be affected by the identified action. If you have any questions regarding this matter, please contact Mr. John Hammond at 919-856-4520 (Extension 28). Thank you for your continued cooperation with our agency. Sincerely, AMMOND J O H N H A M M O N DDigitlly signed by JOHN Datea202 08.119 13:118:45H0 00' Pete Benjamin Field Supervisor 2 North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Governor Roy Cooper Secretary D. Reid Wilson October 17, 2022 Cathryn Pesenti 4 CES/CEIEA 1095 Peterson Avenue Seymour Johnson AFB, NC 27531 Office of Archives and History Deputy Secretary, Darin J. Waters, Ph.D. Cathryn.pesentikus. af. mil Re: Repair stormwater systems at Burge Ditch and Hospital Creek Seymour Johnson Air Force Base, Goldsboro, Wayne County, ER 22-2086 Dear Ms. Pesenti: Thank you for your letter of July 11, 2022, concerning the above -referenced undertaking. We apologize for the delay and any inconvenience this may have caused. We have reviewed the submittal and offer the following comments. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or environmental. review(cr,,ncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, (�� aou &&�- Ramona Bartos, Deputy State Historic Preservation Officer Location: 109 East Jones Street Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: (919) 814-6570/814-6898 Kristen Sommers From: Sent: To: Cc: Subject: Attachments: Sent from my iPhone Begin forwarded message: Brad Luckey <bluckey@pilotenviro.com> Thursday, August 25, 2022 10:36 AM Ethan Mindrebo; Andrea Finn Catherine Carston Fwd: SAW-2022-01464 (Hospital Creek and Burge Ditch / Seymour Johnson AFB / Wayne County) Delineation Concurrence image003.png; Drawing 5.1-3 Wetland Map 4-19-2022.pdf From: "Thompson, Emily B CIV USARMY CESAW (USA)" <Emily.B.Thompson@usace.army.mil> Date: August 25, 2022 at 10:29:27 AM EDT To: Catherine Carston <ccarston@pilotenviro.com>, Brad Luckey <bluckey@pilotenviro.com> Subject: SAW-2022-01464 (Hospital Creek and Burge Ditch / Seymour Johnson AFB / Wayne County) Delineation Concurrence Dear Mr. Luckey (on behalf of Seymour Johnson Air Force Base), Reference is made to ORM ID SAW-2022-01464, please reference this number on any correspondence regarding this action. On June 30, 2022, we received information from you requesting the Wilmington District, Regulatory Division to review and concur with the boundaries of an aquatic resource delineation. We have reviewed the information provided by you concerning the aquatic resources, and by copy of this e-mail, are confirming that the aquatic resources delineation has been verified by the Corps to be a sufficiently accurate and reliable representation of the location and extent of aquatic resources within the identified review area. The location and extent of these aquatic resources are shown on the delineation map (attached), labeled "Drawing 5.1-3 Wetland Map" and dated April 19, 2022, without revisions. Regulatory Guidance Letter (RGL) 16-01 https://usace.contentdm.ocic.org/utils/getfile/collection/pl602lcoll9/id/1256 provides guidance for Jurisdictional Determinations (JD) and states "The Corps generally does not issue a JD of any type where no JD has been requested". At this time, we are only verifying the delineation. This delineation may be relied upon for use in the permit evaluation process, including determining compensatory mitigation. "This verification does not address nor include any consideration for geographic jurisdiction on aquatic resources and shall not be interpreted as such. This delineation verification is not an Approved Jurisdictional Determination (AJD) and is not an appealable action under the Regulatory Program Administrative Appeal Process (33 CFR Part 331). However, you may request an AJD, which is an appealable action. If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an Approved Jurisdictional Determination (AJD) please respond accordingly, otherwise nothing further is required and we will not provide any additional documentation. The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This delineation may not be valid for the Wetland Conservation Provisions of the Food Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should discuss the applicability of a certified wetland determination with the local USDA service center, prior to starting work. Sincerely, Emily Emily B. Thompson Regulatory Specialist U.S. Army Corps of Engineers Washington Regulatory Field Office 2407 W. 5th Street Washington, NC 27889 (910) 251-4629 Emily. B.Thompson@usace.army.mil We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: https://regulatorV.ops.usace.army.miI/customer-service-survey/ Thank you for taking the time to visit this site and complete the survey. From: Catherine Carston <ccarston@pilotenviro.com> Sent: Thursday, August 25, 2022 10:00 AM To: Thompson, Emily B CIV USARMY CESAW (USA) <Emily.B.Thompson@usace.army.mil> Cc: Brad Luckey <bluckey@pilotenviro.com> Subject: [URL Verdict: Neutral][Non-DoD Source] RE: Seymour Johnson AFB Streambank Stabilization, JD Request, Wayne County, NC Hey Emily, Brad requested that I send this over to you. Please let us know if you have any questions or need anything else. Sincerely, Catherine Carston 336.712.7381 (c) 336.310.4527 (o) PO Box 128 Kernersville, NC 27285 www.pilotenviro.com ccarstonPpilotenviru.com From: Brad Luckey <bluckey@pilotenviro.com> Sent: Thursday, August 25, 2022 8:57 AM To: Catherine Carston <ccarston(@Dilotenviro.com> Subject: Fwd: Seymour Johnson AFB Streambank Stabilization, JD Request, Wayne County, NC Sent from my iPhone Begin forwarded message: ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director USAF - Seymour Johnson Air Force Base 1095 Petersen Avenue, Building 3300 Seymour Johnson AFB, North Carolina 27531 NORTH CAROLINA Environmental Quality March 12, 2020 19-1761 v2 Wayne County On -Site Stream Origin Determination for Applicability to Neuse Riparian Buffer Rules (15A NCAC 02B .0233) Subject Property/ Project Name: Seymour Johnson Air Force Base - ditch maintenance project Address/Location: Seymour Johnson AFB, Goldsboro, North Carolina Stream(s) Evaluated: (40) - UT's to Neuse River and Stoney Creek, Neuse River Basin Determination Date: October 30, 2019 Staff: Chris Pullinger Determination Type: Buffer: Stream: ® Neuse (15A NCAC 02B .0233) ❑ Intermittent/Perennial Determination ❑ Tar -Pamlico (15A NCAC 02B .0259) ❑ Catawba (15A NCAC 02B .0243) ❑ Jordan (15A NCAC 02B .0267) (governmental and/or interjurisdictional projects) ❑ Randleman (15A NCAC 02B .0250) ❑ Goose Creek (15A NCAC 02B .0605-.0608) The Division of Water Resources has determined that the streams listed above and included on the attached map have been located on pages 19, 20, 25, and 26 of the most recent published NRCS Soil Survey of Wayne County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale and evaluated for applicability to the Neuse Riparian Buffer Rule. Each stream that is checked "Not Subject" has been determined to not be at least intermittent or not present on the property. Streams that are checked "Subject" have been located on the property and possess characteristics that qualify them to be at least intermittent streams. There may be other streams or features located on the property that do not appear on the maps referenced above but may be considered jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water Act. This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR may request a determination by the Director. An appeal request must be made within sixty (60) calendar days of date of this letter to the Director in writing. If sending via US Postal Service: c/o Paul Wojoski DWR - 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 If sending via delivery service (UPS, FedEx, etc.): clo Paul Wojoski DWR - 401 & Buffer Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 This determination is final and binding as detailed above, unless an appeal is requested within sixty (60) days. This determination only addresses the applicability to the buffer rules and does not approve any activity within the buffers. The project may require a Section 404/401 Permit for the proposed activity. Any inquiries regarding applicability to the Clean Water Act should be directed to the US Army Corps of Engineers Raleigh Regulatory Field Office at (910)-554-4884, ext. 22. D E Q J� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1650 Mail Service Center I Raleigh, North Carolina 27699-1650 NORTH CAROLINA - Department of Environmental 01 919.707.9000 Stream E/I/P* Not Subject Subject Start@ Stop@ Soil Survey USGS To o 1 not on maps X 2 not on maps X 3 not on maps X 4 not on maps X 5 not on maps X 6 P X X X 7 P X X X 8 not on maps X 9 P X X 10 P X X X 11 not on maps X 12 not on maps X 13 ditch X X 14 ditch X X 15 ditch X X 16 ditch X X 17 ditch X X 18 not on maps 19 ditch X X 20 not on maps X 21 P X X X 22 not on maps X 23 P X X X 24 not on round X X 25 E X X X 26 P X X X 27 P X X X 28 P X X X 29 P X X X 30 P X X X 31 I X X 32 I X X 34 P X X 35 not on maps X 36 not on maps X 37 not on maps X 38 not on maps X 39 not on maps X 40 P X X 41 not on maps X *E/I/P = Ephemeral/Intermittent/Perennial If you have questions regarding this determination, please feel free to contact Chris Pullinger at (252) 948-3918. Sincerely, vm-� David May, Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ cc: Samantha Dailey, USACE Raleigh Regulatory Office (via e-mail) Ronnie Wilson, SJAFB (via e-mail: ) Laserfiche p man -Ilylm%AHIFrWR td North CamIna U. I Management Commission Oft-W of sl Rwwcn Neuse IE f : iyMarch 12 r DOC" M r,9 i�� ' Project #21 • MAM in OF Al IL LEGEND Site Boundary Drawing ' �^~0. USGS Topographic Map Sevn�ourJohnson AF8 ' US{�STopographic K�ap Strearnbankand [)utfaURepair Southeast Goldsboro, NCQuadrangle , , ��� PILOT ~~~~ `�_^ {�o|dabo�,VVayneCount�N[ Scale: 1 =ZOOO / ,. • F. r V�O 4 F' 41 Oil 141 ^41. N. Ila + / w Y;. t Y #' ' TB6YL�1 4 - 30 4 , hp Air w 4�5 t� t Drawing 2 USDA Web Soil Survey of Wayne County, NC Scale: 1" = 1,200' ry - P11o131� P I L 0 7 E N V I R 0 N M E N T A L. I N C 0 Ub 4 .L 4 LEGEND Site Boundary Web Soil Map Seymour Johnson AFB Streambank and Outfall Repair Goldsboro, Wayne County, NC Pilot Project 6188 Drawing 2A USDA Soil Survey of Wayne County, NC Published 1974 PILOT � Scale: 1" = 1,200' P I L 0 7 E N V I R 0 N M E N 7 A L. I N C Published Soil Map Seymour Johnson AFB Streambank and Cutfall Repair Goldsboro, Wayne County, NC Pilot Project 6188 4 AN ,. t y r. } r4 f R err J t } r +f 6 Drawing 3 USFWS NWI Wetlands Mapper Scale: 1" = 1,200' 9 Sur-ae ❑ i PII®®1' P I L O T E N V I R 0 N M E N 7 A L. I N C 4% x I' LEGEND Site Boundary s Freshwater Emergent Freshwater Forested/Shrub Estuarine and Marine Deepwater Estuarine and Marine Freshwater Pond Lake Riverine Other . 4 Afillil NWI Map Seymour Johnson AFB Streambank and Cutfall Repair Goldsboro, Wayne County, NC Pilot Project 6188 � 0 qt�' 41 00 � LEGEND Site Boundary 1 %Annual Chance Flood Hazard 0.2V.Annual Chance Flood Hazard F dure Conditions 11/. Annual Chance Flood Hazard F -,k Due to Levee FEMAF|RM Drawing ' Seymour Johnson AF8 National Flood Hazard Layer Strearnbankand [)utfa||Repair fnornFEK�AVVebK�apServioe - Scale: 1"= 1 ZOO' PLOT {�o|dabono,VVayneCounty, N[ 0 m—m�m��m / `^~�-~~~~^ 0 1 I Ar d' CIF Cr. • }y � � f • M • � { IF- 4 y i .�•� � 1• HC South i DWG 5.2 I JP * f y a .�* �• do �► it _ - - _ _ �'� C� Site Boundary Perennial Stream Wetlands sA1-5 Flag Number DP-1 O Data Point ■ Culvert THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY. THEY HAVE NOT BEEN VERIFIED BY THE USACE. THIS MAP INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATED BY PILOT ENVIRONMENTAL ON FEB. 17 AND APRIL 8, 2022. Drawing 5 Wetland Map Aerial Imagery from ESRI l ` Seymour Johnson AFB and Pilot GPS Data - _ Streambank and Cutfall Repair Scale: 1" = 1,200' PILOT `* Goldsboro, Wayne County, NC Date:4.19.22 PLOT ENVIR0NMENTAL.INC Pilot Project6188 4k .._ h PPF- ,. 3Yh8fx Av A, DP-2 1 NJ Nhhh DP-1 * SA 597 LF a LEGEND Site Boundary Perennial Stream Wetlands sal-s Flag Number THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY. THEY HAVE NOT DP-1 O Data Point BEEN VERIFIED BY THE USACE. THIS MAP INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATED BY PILOT ENVIRONMENTAL ON FEB. 17 AND APRIL 8, 2022. ■ Culvert Drawing 5.1 Wetland Map Aerial Imagery from ESRI l ` Hospital Creek North (1.6 Ac.) and Pilot GPS Data -_ Seymour Johnson AFB Scale: 1" = 100' PILOT `* Goldsboro, Wayne County, NC Date:4.19.22 PILOT ENVIRONMENTAL.INC Pilot Project6188 w r r ' ^ 4� DP-3 N% O DP-4 �t WB 1-27 0.559 Ac. 4. THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY. THEY HAVE NOT BEEN VERIFIED BY THE USACE. THIS MAP INCLUDES GPS LOCATIONS OF DELINEATED FEATURES. DELINEATED BY PILOT ONMENTAL ON FEB. 17 AND APRIL 8, 2022. LEGEND Site Boundary Perennial Stream Wetlands sA1-5 Flag Number Drawing 5.2 Wetland Map Aerial Imagery from ESRI - Hospital Creek South (2.2 Ac.) and Pilot GPS Data -_ Seymour Johnson AFB Scale: 1" = 150' P11.01® Goldsboro, Wayne County, NC Date:4.19.22 PLOT ENVIR0NMENTAL.INC Pilot Project6188 SCB 94 LF WC2 0.112 Ac. k WC 43 .F 1 1 0 DP-6 0 DP-5 WC 42 A 'k 47 LEGEND Site Boun Perennial Wetlands sal-s Flag Num THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE PRELIMINARY. THEY HAVE NOT D13-10 Data Poin BEEN VERIFIED BY THE USACE. THIS MAP INCLUDES GPS LOCATIONS OF DELINEATED NiN FEATURES. DELINEATED BY PILOT ENVIRONMENTAL ON FEB. 17 AND APRIL 8, 2022. ■ Culvert `er. Drawing 5.3 >;. Wetland Map Aerial Imagery from ESRIBurge Ditch (22 Ac.) and Pilot GPS Data -_ Seymour Johnson AFB Scale: 1" = 150' pILO1® Goldsboro, Wayne County, NC Date:4.19.22 PILOT ENVIRONMENTAL.INC Pilot Project6188 From: Heather LaGamba To: 401PreFileCa ncdenr.aov Subject: Pre -File Notice - Seymour Johnson AFB (6188) Date: Monday, July 11, 2022 3:15:25 PM We would like to submit a Pre -filing Notice for the following project: Project Name: Seymour Johnson AFB (6188) Project Owner: United States of America Project Owner's Address: 1095 Peterson Avenue, Seymour Johnson AFB, INC 27531 Project County: Wayne Type of project/Approval Sought: 401 WQC, Pre -Application Request Meeting Declined Thank you and have a wonderful day! Sincerely, Heather LaGamba 336.345.9536 (c) 336.310.4527 (o) P.O. Box 128 Kernersville, NC 27285 www.Dilotenviro.com hlagamba(@pilotenviro.com