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HomeMy WebLinkAbout20060784 Ver 4_401 Application_20170911CLearWaLer Clearwater Environmental Consultants, Inc. September 7, 2017 N%r w.c,*venv.com aU Mr. David Brown C)4 US Army Corps of Engineers V Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-2638 Ms. Karen Higgins NC DWR, 401 Permitting & Buffer Unit 512 N. Salisbury Street, 9" Floor Raleigh, North Carolina 27604 RE: Slab Town Road (+/- 1.3 AC) Nationwide Permit 12 SAW -2012-01756 Jackson County, North Carolina Dear Mr. Brown and Ms. Higgins, oCC�C b 1 1 201) The attached Pre -Construction Notification (PCN) is being submitted on behalf of Bryson Land LLC represented by Mr. James P. Bryson. The project site is located off Slab Town Road in Jackson County, North Carolina. The applicant is seeking a Nationwide Permit 12 for the authorization of temporary wetland and stream impacts associated with the installation of a water and sewer line. A Nationwide Permit 12 was previously issued on November 8, 2012 under Action ID SAW - 2012 -01756 for utility line impacts. However, work at the project site was never initiated and the permit has since expired. A copy of this package has been sent to Ms. Andrea Leslie of the NC Wildlife Resources Commission and Mr. Zan Price of the NC Division of Water Resources. Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments. Sincerely, G. aylie A. Yank a Biologist cc: NC Wildlife Resources Commission — Andrea Leslie NC Division of Water Resources — Zan Price S7.e_T R. Clement Riddle, P.W.S Principal Preliminary ORM Data Entry Fields for New Actions SAW — 201 - BEGIN DATE [Received Date]: Prepare file folder F1 Assign Action ID Number in ORM FI 1. Project Name [PCN Form A2a]: Slab Town Road 2. Work Type: Private 14 Institutional 11 Government F1 Commercial 0 3. Project Description / Purpose [PCN Form B3d and B3e]: Authorization of temporary stream and wetland impacts for the installation of a water and sewer line. 4. Property Owner / Applicant [PCN Form A3 or A4]: Bryson Land LLC (Mr. James P. Bryson) 5. Agent / consultant [PCN Form AS — or ORM Consultant ID Number]: ClearWater Environmental Consultants 6. Related Action ID Number(s) [PCN Form 135b]: SAW Action ID 2012-01756 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form Bib]: 35.116431, -83.109630; The proposed project is located off Slab Town Road. 8. Project Location -Tax Parcel ID [PCN Form Bla]: 7572-02-9163 9. Project Location — County [PCN Form A2b]: Jackson 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Cashiers 11. Project Information — Nearest Waterbody [PCN Form B2a]: UT Chattooga River 12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 62c]: Savannah/03060102 Authorization: Section 10 F-1 Section 404 R Section 10 & 404 F1 Regulatory Action Type: Standard Permit Nationwide Permit # 12 Regional General Permit # 0 Jurisdictional Determination Request Pre -Application Request Unauthorized Activity Compliance No Permit Required Revised 20150602 CLearWaLer Department of the Army Wilmington District. Corps of Engineers Attn: Scott McLendon, Chief Regulatory Division PO Box 1890 Wilmington, NC 28402-1890 -and- NC DWR, Webscape Unit Attn: Karen Higgins 512 North Salisbury Street Raleigh, North Carolina 27604 1, the current landowner/managing partner of the property identified below, hereby authorize C1earWater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the processing of permits to impact Wetlands and Water of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act. CEC is authorized to provide supplemental information needed for permit processing at the request of the USAGE or DWR. J Property Owner of Record: 8 �_ Sb h "_ Q r? Property Owner Address Phone Number: P.D. 33ok 11!-s �ql IV C F-7 ?�L SL —Sa6 - I Email address: J r fD i ------- -� - - -- - - — -- cet -- --(- - PropertyLocation: J�fC<�L� 1 O.+ner'Managmg partner Signature: 77 p p Owner/Managing printed name: jci 32 Ua io[, �Lrect Asheville, NC28801 Phom - }{28_698-9800 \Y\YWCWCM Gom 8/25/2017 Printed: 11 JAN 2017 - by 0 CARD 1 OF 1 Description Parcel : 7572-02-9163 US 64 maps.jacksonnc.org/gomapsags/prc.cfm?ObjectlD=31664 Jackson County NC Property Record Card Tax Districts FS1 CASHIERS FIRE TAX -------------- OWNER INFORMATION -------------- ACCT: 124485 BRYSON LAND LLC PO BOX 1115 HIGHLANDS NC 28741-1115 --------- PROPERTY FACTORS ---------- Topography Utilities R ROLLING E ELECTRIC W WATER S SEPTIC View Streets/Roads S PVD SECONDARY Page: 1 Tax Year : 2017 ----------- SALES INFORMATION ------------ Date Sales Price Vld Sale Bk/Pg 10/14/04 - No 1456/351 ---------- MISCELLANEOUS INFORMATION ---------- j ------- ENTRANCE INFORMATION -------- I ------------- VALUE SUMMARY Township CASHIERS Date Type Source Appraiser Assessed Current Address 650 US 64 W 01/08/16 44 Estimate ADM Land 939,010 939,010 Zoning CCG CASHIERS COMM GENERAL 02/25/09 LS Ltr Sent SYS Bldg 0 0 Nbrhood 07100 CASHIERS COMMERCIAL 01/16/09 16 Estimate ALS Tot Appr 939,010 939,010 Map j Rte: 7572.03 1 03/11/08 25 Estimate LKF Defer 0 0 Class : RS RESIDENTIAL 1 Net Taxable 939,010 939,010 Remarks: No Remarks on file --- LAND DATA --- # MTH TYPE 1 A 0500 COMM PRIMARY 2 A 0503 COMM RESIDUAL 3 A 0110 RESIDENTIAL Total Acres : 10.46 --- OUTBUILDINGS --- BLDG* TYPE MTH DESCRIPTION Printed: 11 JAN 2017 - by 0 CARD 1 OF 1 Parcel 7572-02-9163 US 64 Owner : 124485 BRYSON LAND LLC UNIT -----------V A L U E S ----------- LAST UPDATED BY TA on 01/09/2014 SIZE PRICE %ADJ APPR DEFER TAX LAST COMPUTED BY LKF on 01/11/2017 1.65 337,500 556,880 0 556,880 6.02 60,000 361,200 0 361,200 2.79 30,000 CE -75 20,930 0 20,930 Land Totals 939,010 0 939,010 YEAR EFF YR REMARKS WIDTH LENGTH AREA GRD BUILT BUILT COND PHYS FUNC ECON TAX VALUE CARD 1 OUTBUILDING VALUE 0 End of Page 1 Jackson County NC Property Record Card ------------- BUILDING DESCRIPTION------------- VAL METHOD USE CODE STYLE NBR STORIES WALL HEIGHT FOUNDATION EXTERIOR WALL YR BUILT / EFF CONDITION GRADE DESIGN FACTOR ROOF TYPE ROOF COVER BSMT AREA / VALUE NO BASEMENT LOFT/ATTIC NO ATTIC INTERIOR FLOOR INTERIOR WALL Nbrhd: 07100 CASHIERS COMMERCIAL Address: 650 US 64 W Page: 2 http://maps.jacksonnc.org/gomapsags/prc.cfm?ObjectlD=31664 1/2 8/2512017 maps.jacksonnc.org/gomapsags/prc.cfm?ObjectlD=31664 ROOMS / BDRMS / FULL / HALF BATHS : 0 / 0 ADDL FIX: 0 FIREPLACE TYPE/CNT: FIREPLACE OPENINGS: 0 CHIMNEY(S): 0 AIR COND PCT SPRINKLER PCT HEATING TYPE HEATING FUEL OTHER FEATURES % COMPLETE DESCRIPTION REMARKS Heated Sq Ft ----------------- BUILDING SECTION DETAIL ----------------- LN SEC TYPE DESCRIPTION AREA VALUE #ST P% F% ------------- BUILDING COMPUTATION ------------- RCN PHYS DEPR FUNC DEPR ECON DEPR % COMPLETE RCNLD TOTAL PARCEL IMAGES: 0 End of Page 2 http://maps.jacksonnc.org/gomapsags/prc.cfm?ObjectlD=31664 212 O�0F W AT T. Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Page 1 of 11 PCN Form — Version 1 3 December 10, 2008 Version Pre -Construction Notification PCN Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ® Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ® No For the record only for Corps Permit: ❑ Yes ® 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 0 No 1 g. Is the project located in any of NC's twenty coastal counties? If yes, answer 1 h below. ❑ Yes ® No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Slab Town Road 2b. County: Jackson 2c. Nearest municipality / town: Cashiers, NC 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: Bryson Land LLC 3b. Deed Book and Page No. 1456/321 3c. Responsible Parry (for LLC if applicable): Mr. James P. Bryson 3d. Street address: PO Box 1115 3e. City, state, zip: Highlands, NC 28741 3f. Telephone no.: N/A 3g. Fax no.: N/A 3h. Email address: N/A Page 1 of 11 PCN Form — Version 1 3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other 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: R. Clement Riddle 5b. Business name (if applicable): Clearwater Environmental Consultants, Inc. (CEC) 5c. Street address: 32 Clayton Street 5d. City, state, zip: Asheville, NC 28801 5e. Telephone no.: 828-698-9800 5f. Fax no.: n/a 5g. Email address: kaylie@cwenv.com B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 7572-02-9163 1b. Site coordinates (in decimal degrees): Latitude: 35.116431 Longitude: -83.109630 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: +/- 10.46 AC (Parcel), +/- 1.3 AC (Project Boundary) 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: UT Chattooga River (Headwaters Chattooga River) 2b. Water Quality Classification of nearest receiving water: B; Tr; ORW 2c. River basin: Savanna h/03060102 Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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: A portion of the property parcel (2.70 acres) on which the project is located has been placed into a conservation easement. However, the utility easements referenced within this application have been surveyed and are shown on Figure 3.1. The site has been previously cleared and consists of scrub shrub and palustrine emergent vegetation. General land use in the vicinity is primarily residential and commercial. 3b. List the total estimated acreage of all existing wetlands on the property: There is approximately 0. 16 acre of wetland located within the project boundary. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: There is approximately 293 linear feet of stream located within the project boundary. 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to authorize temporary wetland and stream impacts for the installation of a water and sewer line. 3e. Describe the overall project in detail, including the type of equipment to be used: The project includes the installation of a water and sewer line (Figure 3.1 and Figure 3.2). These infrastructural improvements are associated with the resale or future development of the remaining 9.76 acres of available land (not included in the conservation easement) within the project parcel. Typical construction and earth moving equipment would be utilized. Erosion control devices and best management practices would be utilized as well. The utility lines would be installed using the "trench -cut" method. After installation, impacted wetlands and stream beds and banks would be returned to original contours and stabilized with matting and appropriate seed (Figure 3.3 and Figure 3.4). No work will be conducted within the streams and stream buffers during October 15 to April 15 in accordance with the trout moratorium. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments: See Attachment A 4b. If the Corps made the jurisdictional determination, what type ❑ preliminary ® Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: USACE Name (if known): Fish and Wildlife Associates Other: David Brown 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. An approved jurisdictional determination was issued on November 8, 2012 under action ID SAW -2012-01756. This determination was issued in conjunction with a nationwide permit and is included in Attachment A. S. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? See ® Yes ❑ No ❑ Unknown Attachment A 5b. If yes, explain in detail according to "help file" instructions. A Nationwide Permit 12 was issued by the USACE on November 8, 2012 under Action ID SAW- 2012-01756. The permit authorized 40 linear feet of temporary stream impacts (four stream crossings) to unnamed tributaries of the Chattooga River for the installation of a water and sewer line. Work at the site was never initiated and the permit has since expired. A Nationwide Permit 29 was issued by the USACE in 2007 under Action ID SAW -2007-02196-350 for permanent fill impacts. These impacts have been completed. Page 3 of 11 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. Development will not occur within the 1.3 -acre project boundary once installation of the proposed utility line(s) has been completed. 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 Page 4 of 11 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 Impact #1 —Water PEM ❑ Yes ® Corps 0.03 Line (W1) ® No ® DWQ W4 ❑ P ®T Impact #2 — Water PEM ❑ Yes ® Corps 0.02 Line (W4) ® No ® DWQ W1 ❑ P ® T Impact #3 — PEM ❑ Yes ® Corps 0.03 Sewer Line (W1) ® No ® DWQ W3 [:)POT Impact #4 — PEM ❑ Yes ® Corps 0.02 Sewer Line (W3) ® No ® DWQ W5 ❑ P ® T Impact #5 — PEM ❑ Yes ® Corps 0.0001 Sewer Line (W5) ® No ® DWQ W6 ❑ P ® T Impact #6 — PEM ❑ Yes ® Corps 0.0004 Sewer Line (W6) ® No ® DWQ W7 ❑ P ® T Impact #7 — Sewer Line (W7) PEM ❑ Yes ® No ® Corps ® DWQ 0.001 W8 ❑ P ® T Impact #8 — Sewer Line (W8) PEM ❑ Yes ® No ® Corps ® DWQ 0.003 2g. Total wetland impacts 0.10 AC 2h. Comments: 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 [-I POT Impact #9 — Water S1 — UT ® PER ® Corps 20 Line (S1) Chattooga River ❑ INT ® DWQ S1 E] P ®T Impact #10 — S1 — UT ® PER ® Corps 21 Sewer Line (S1) Chattooga River ❑ INT ® DWQ S2 El P ®T Impact #11 — S2 — UT ® PER ® Corps 20 Sewer Line (S2) Chattooga River El INT ® DWQ S4 ❑ P ®T Impact #12 — S4 — UT ® PER ® Corps 30 Sewer Line (S4) Chattooga River ❑ INT ® DWQ 3h. Total stream and tributary impacts 91 LF 3i. Comments: Page 5 of 11 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 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: 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) Flooded Filled Excavated Flooded Filled Excavated Flooded number of pond 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. 6d. 6e. 6f. 6g. Buffer impact number — KReason Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary T t required? El Yes B1 ❑P❑T ❑ No El Yes B2 ❑P❑T ❑ No EJ Yes B3 ❑P❑T [:1 No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts for the project are temporary, minimal, and associated only with the installation of the utility lines. Impacts to approximately 0.06 acre (37.5%) of wetland and 202 linear feet (69%) of stream will be avoided. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All construction equipment would be operated from high ground. Sediment and erosion control measures and best management practices would be utilized on-site. The water and sewer lines would be installed using the "trench -cut" method. After installation, impacted wetlands and stream beds and banks would be returned to original contours and stabilized with matting and appropriate seed. Impacts to the wetlands and stream will be temporary 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 El 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: 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: 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non -riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 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 11 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: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified El Yes ® No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? <24% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ Certified Local Government ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ 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 El Yes F1 No attached? S. DWQ 401 Unit Stormwater Review ❑ Yes ❑ No 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? Page 9 of 11 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 El No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B.0200)? 2b. Is this an after -the -fact permit application? ❑ 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. The proposed project is located in a previously developed residential and commercial corridor. The proposed project would not result in additional development which could 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. Wastewater would not be generated by the installation of the utility lines. The sewer line will connect to the existing municipal sewer system. Page 10 of 11 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? EJ 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? FWS County data and the Natural Heritage Program GIS data. CEC consulted the FWS's "Northern Long-Eared Bat Consultation Areas" map for Jackson County. The project is not located near any known occurrences of hibernacula or maternity sites. It is the opinion of CEC that the project would have "no effect" on the northern long-eared bat. 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? South Atlantic Habitat and Ecosystem IMS. Impact will not occur in a marine system. 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? National Register of Historic Places records maintained by the NC State Historic Preservation Office (SHPO) and available on SHPO's HPOWEB GIS Service. The Charles and Ester Metz House (JK0486), Pine Grove Laundry (JK0415), Cottage Inn (JK0419), Alexander Gardens (JK0276), High Hampton Inn Historic District (JK0006), Church of the Good Shepherd (JK0008), George M. Cole House (JK0269), and Dr. James K. Stoddard House (JK0280) are located within a two-mile radius of the project site. Development activities will be contained to the 1.3-acre site and it is the opinion of CEC that project construction will not negatively affect the integrity of these historic sites. 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: 8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program. FEMA map number 3700757200J and 3700756200J, effective April 4, 2010 and April 19, 2010. R. Clement Riddle i ± '`rG•t _� E 9.7.17 ApplicanVAgent's Signature ApplicanUAgent's Printed Name Date (Agent's signature is valid only if an authorization letter from the applicant is rovided. Page I I of 11 PCN Form — Version 1.3 December 10, 2008 Version 5iab i own Koaa 1..5 Hui �a .tt- ure`�� Ridge Ln Hor, e darn . r� cr �eQ Project Boundary R° - f � Cashiers 6i ._ =Cashiers 2 � F fda�`P a`hti3 F'b � 64� W, JOIAi"- it- 3C 107 9 N I Legend til � � ���L'r^,d R rd LI 0 025 05 Project Boundary Miles Drawn by: KAY 8.25.17; CEC Project# 937 "1 Jackson County, CLearMLer Site Vicinity North Carolina 32 Clayton Street Figure 1 Asheville, North Carolina 28801 i i aD sown r\uaa 1.,5 Hui 110i � I I"pSf M AF 1, .� a � � � ,'°� b,. "�►a tet, h} � e Project Boundary«� �, �• wr • f Ar �Ili1 i 3 'moi y ''„ • t t N Legend ... ---____-� ' ,�• 0 500 1.000 2,000 1 Project Boundary Feet DrawY 8: 5.1 ' CEC Pr01 tA937 Jackson County, CLer\AMV USGS Topographic Map North Carolina 32 Clayton Street Cashiers Quad Asheville, North Carolina 28801 Figure 2 TAX / 7572-12-2869 HAWKINS D9 956/PG 161 TAX / 7572-03-5081 C 92 DR/PG 414 CONSERVATION EASEMENT BRYSON LAND LLC , �81 1 CASHIERS TrRNSNW. JACKSON COUNTY. NORTH U- 6itOUNA FEBRU7JTY 4. 2008 SCALE 1' 0' /3O88CE - DATE OF SURVEY - W40"2008 TAX / 7572-12-0608 ` TAX/ 7572-12-2604 STEWART 0 FORRESTER OB 1615/PC 274 y`T OB 01E/PG 138 i 3i,4 u• e _ .yob 44Py�4A!e*�gv. W. EDWARD HALL L.S. of Y°I.ysiS tP•I P/�-ZIP b9f. Naz 7J 1 1 2 OCS B(INCLUDES EASEMENTS AS AS SHOWN) Ell � pian w �I A PORTION OF0 2-9163TAx / 7572 BRYSON LAND LLC 11 gI DB 1456/PG 351 -I w. 7 N. �,I4 J y4F a •s v �. �z9' A9?� ti �`FJ 4F T g oJw AIKEN •572-G2-3337 542.iW S 7 e 3 � 0 DB 428/PC 96 A PORTON OF TAX 7572-02-7163 BRYSON LAND LLC DB 1456/PG 351 COI, o :. TAX / 7572-11-2813 SMOKYS DEN. INC. PC +028/PG 844 n x 0cIn (.:,,>_ IV,rl z1 CONSERVATION EASEMENT BRYSON LAND LLC CONSEByATION EASEMENT - STAB TOWN ROAD CASHIERS TrRNSNW. JACKSON COUNTY. NORTH U- 6itOUNA FEBRU7JTY 4. 2008 SCALE 1' 0' /3O88CE - DATE OF SURVEY - W40"2008 TAX / 7572-12-5794 NTS. OWNER AT THE TIME OF SURVEY IS BRYSON [AND LLC OB 154/PG 251 r1W R MT PREPARED BY W. EDWARD HALL L.S. 28 PLYMOUDI ROCKK--P.O.Odx Zoos CASHIER�28-7}3-9836OLUJA TAX / 7572-12-4029 NANTARALA POWER k LIGHT CO D8 962/PG 500 ' `TB ' IW. EDWARD HAUXERTIFY THAT THIS PUT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED DESCRIPTION RECORDED IN DEED 900K 1456• PACE 351) THAT THE RATIO OF PRECISION AS CALCULATED IS BETTER THAN 1 PART IN 7500 AND THAT THIS MAP WAS PREPARED N ACCORDANCE WITH G.S. 47-30 AS AMENDED, AND THAT ONE OF THE FOLLOWING AS MARKED IS TRUE: 1._TMS PUT IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR C1AN PLAT STREET, 2. THIS PUT CREATES A SUBDIVISION OF LANG WITHIN 1H CA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. 3 -THIS SURVEY IS LOCATED IN A PORTON OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDNANCE THAT REGULATES PARCEIS OF LAND. 4• -THAT THE SURVEY IS OF ANOTHER CATEGORY. SUCH AS THE RECOMBINATION OF EXISTING PARCELS. A COURT-ORDERED SURVEY OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISIONS. WfINESS LIYfyO RE.REGISTRATON NUMBER AND SEAL) FE UARY, A.D., 2008 H CARO RE E /L-2976 - OPt ,,H 2 Y L--39)6 t �AIAFO� IwF/.IMWtlR'aff• mlg 0W M •Al4'I11sM1141! io `b rr NY wwy Rrplbl0.4l61AAI NOTES: 1. DEED REFS ENCt: U.B. 7486,00. 351 2. PUT REF.: PC It. SL 505 'EX�1%•' 3. THERE ARE No RECOVERABLE HORIZONTAL CONTROL MONUMENTS WITHIN 2000 FEET OF THIS PROPERTY 4. THE OWNER AT TIME OF SURVEY IS BRYSON LAND LLC S. AREA DETERMINED BY C ! G COMPUTER PROGRAM. STATE OF NORM CAROLINA. JACKSON COURTLY THE FOREGOING CERTIFICATES OF W. EDWARD HALL REGISTERED LINO SURVEYOR / L-2976 ARE CERRFIED TO BE CORRECT. YM INSTRUMENT WAS PRESENTED FOR RE ^o AND RECORDED OFFICE IN CAQMET ( T 800 - SLI-fT-'12_�N.R Y OF aMue AT O'CLOCIT M.,YEAFt pFO+sr`q ,D KLUU OF DEEDS Citi •... .a: r t ki cCN7.M�. STATE OF TH O '.+�. rM US 64 COI�MfY qE Y I,f 1M LVL / M- -- . REVIEW OFFICER f F {I . , I/- - r COUNTY, CERTIFY THAT THIS MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY FRREAtj RECORDING. s , OFFICER 3066CE Figure 3.1 biaa i own Koaa -1..5 Hui Proposed Tempor-aq• Impacts 4 ._ IN Water Line Easement A Welland (AC): Stream (LF):Wl-0.03AC Sl--20LFW4 -0.02 AC Total: - 20 LF Total: - 0.05 AC SewerLine Easement Approximate Wetland (AC): Stream (LF): / Project Boundary WI -0.03 AC SI -21 LF W3 -0.02 AC S2 -20 LF . ' »,r r }\ s . = W5 - 0.0001 AC S4 - 30 LF (; -✓ .� \ a I' W6 - 0.0004 AC t . W7 ^0.001 AC r / \, Ig = W8 -0.003 AC Total 0.05 AC Total - 71 LF s Total Temporary Wetland Impacts: -0.10 AC Total Temporary Stream Impacts: -91 LF Total Wetlands On -Site: -0.16 AC Total Streams On -Site: ^ 293 LF Wetland Impacts Avoided: - 0.06 AC (37.5%) \ Stream Impacts Avoided: ^ 202 LF (69%) a \ •w It i � f Approximate Water �;► , "� j Line Easement - •- to ��� - . �.� I 1 �� � � rr � f' r �' I I •Ij _ e k iInk lit a Approximate Sewer •j� �(((i " i Line Easement Legend i w Stream N Linear Wetland *i Wetland Approximate Water Line Easement (20 LF Wide) rr ; J Approximate Sewer Line Easement (20 LF Wide)0 50 100 200 LJApproximate Project Boundary I Feet ' t Drawn by: KAY 9.1.17; CEC Project# 937 CLear"/aker Approximate Jackson County, Stream & Wetland North Carolina 32 Clayton Street Impact Map Asheville, North Carolina 28801 Figure 3.2 NOTES 1.) MATTING SHALL BE COIR FIBER, 750 GRAM PER SO. METER WITH NOMINAL 0.50 IN. OPENING SIZE. 2.) SEEDING FOR RIPARIAN AREAS SHALL COMPLY WITH SECTION 6.24 OF THE NC EROSION AND SEDIMENTATION CONTROL MANUAL. SEE CHART BELOW FOR TEMPORARY SEEDING. PERMANENT SEED MIX WILL BE RECOMMENDED BY THE INSTALLER AND REVIEWED FOR COMPLIANCE BY THE ENGINEER. ANCHOR MATTING IN 8" TRENCH ---- , 1' MIN. MATTING PLACED FLUSH WITH BANK SURFACE, LAP OVER DOWNSTREAM/DOWN SLOPE SEAMS I_r —r r 12" WOOD STAKE PLACED IN 3' O.C. DIAMOND PATTERN EE SMOOTH SURFACE, REMOVE ALL STREAM BED DEBRIS AND SEED/MULCH BEFORE I I I I I I I I I I l t l l l PLACING MATTING gEXTEND MATTING A MIN. OF MATTING ANCHORED DEPTH VARIES BELOW STREAM BED. 1' BELOW STREAM BED PROPOSED UTILITY PIPE LINE Tempurary SccJin , Recommendnlions i Rate per Common Name Sclenllflc Name Acre Mountains Rye grain, Secale cereale 30 Ibs Aug. 15 - May 15 Wheal Triticum aestivum 30 lbs Aug. 15 - May 15 German millel Setaria Gatica 10lbs May 15 - Aug. 15 Brovmtop millet Urochloa ramosa _ 10 lbs- May 15 - Aug. 15 I I Figure 3.3 40' MAX TEMPORARY FILL 3420' t DIP SEWER LINE REMOVE TEMPORARY FILL AFTER CONSTRUCTION OF SEWER, RESTORE TO PRE—EXISTING CONTOURS, AND SEED WITH WETLAND SEED MIX TYPICAL FILL SECTION eats. NOT TO EXCEED 40 FEET SECTION 12" i CONCRETE ANTI -SEEP COLLAR N.T.S. PLAN ;ONCRETE Figure 3.4 51ab I own Koaa (+/- -I ..j HV) h ` v 7 n Project Boundary :a ` �ro9ow s w ,•.i �~ Am 014 kA as 2� F y y ✓ l �' i y s 7 w rc% 1 f: Q LLi . A't I r Legend J Project Boundary k Soils s NkA Nikwasi Fine Sandy Loam , SyA - Sylva-Whiteside Complex 0 50 100 200 Ud - Udorthents Feet Drawn by: KAY 8.25.17, CEC Project# 937 Jackson County, CLerater USDA Soils Map North Carolina 32 Clayton Street Figure 4 Asheville, North Carolina 28801 A. stw• Jf. :•pE! •'7iYf r o••• JJ�. , +F�� •r . ',[ ,, y '.'t .;-: PP s r �, r-:• � } t r f•: t : ff } rosy X • �•.at�• .. \ fa F 71. r• q 'r0.'f+ 1 V #tom• +a[�' t� i .'+ .#; 1.1, JSt'. I Air � '+ "� '+ � 1 ±• t � -c'�h�'�•s" �°,�,°,� ,fir �.F•�.�q � �.�.. a'� •.• • ' � •9 �� � y � �' �„ c cis• �Ti�i.;t"�'�,,rF. •, y� ..�t a � /' . kir.09 \a '�,� f :�T' r �•r �. .. :� a ty • r.,. C t •r• /• �' � �',�F •D �'V � J.1. 'y' y�•__'. .sy �y�L F\ y+t� �a �'+;j3 '•f �y � t rtL/ ii t '^t r'!�� ' •' `� •' + r�.tt: ��� zz �.��` _ `fit t• �1 "`I�+� rx�•�Y:n}�t` r ,,[� +j '' � S�`4 i�"i'V • �*�t� •7 .\�v _ .. r1 „� J' x y i ,1 !., _ ` yM ?r 1 R •' �. T �.t1'A. �:, k 'i �.. •.4 _� ? X1.4 y a. ��lr _,s cy t t�` +•S •.+y' r! Y. •• y tl 4i`. PPP �, .•• �'- _f+' rJ, ti G `�, �.. •\rql �3 r i;�r �,• `' ,�1' �'� .ti � � � - {. -�\ •��' � .S -. i� •� \ �_ tea.•\' l S'/�' � \.. 'j'!` .�• `�� `4•� • • t ��, •' f 1 r rt' .� 5 H �,�1 �yt,±, 4*- r r 'ett� r • r �`. yt t ¢ k .I '��"�f. 3. J� �•r. ..-moi: '�� r ;-4 � .� ` ��:: •a {�`'} r� +;; ♦ �+1. `f a y�• ��{�`x.,..�,� - •SJ.Jie. �a • F + .a j�1 ' . _ .ay'�'�o�,y �y�1 i. �S1 'i•."ri r�;• �• k' � :�-7 taa a'• �;�Ac �r� Y. � �,�j�: -r � '.f� r _.Y :r � :+ c `. 1 j. �' +rn fes. v� �'yi��#__ � • r Legend ProjectBoun•aryA,,i Jlctu i uwl l r-\udu k -r/- HU) a AI' 100 -YR Floodplain AN- t�P r,.. � �� � � ql � �' ,��. �.-.. '�.Y �� { ✓'.'�' fi•"� .ata 'ivy?�h F�°Feq*a r { ..rvr n V �'� ��p*$�` -r � i -�;. ,� �• t Y .lam { i - 1, � ; ��. TF.q �`� -v .`ti ' • � , i Y � s Ilk q�{�M �\ .Sn' "9 •� .f y ��•�I� �� � ;'�'�'i„` 7i.' � A ♦ t a s,++.qM f ' ,x '},'S{ is 1 � ; H + � � ,,a ' , �''.e� .- ,•+ii '93 1 � 4 "� n s ' � loft[ i .a- { _,, �Project Boundary t” .", 0i 11, Legend rt ✓/�' 100 YR Floodplain 0 0.25 0.5 1 D_ Project Boundary�f s ; Miles raven by,` Y 8.25,17; EC Project# -,may. Gear,^, t FEMA Floodplain Jackson County, Xiz FEMA Map Service Center North Carolina32 Clayson Street Map Panel 7572 & 7562 Asheville, North Carolina 28801 Figure 6 Jldu I UWf i r'CUdU k -r/- 1 ..S /-\u) Jurisdictional wetlands and waters identified on this map have been located within sub- meter accuracy utilizing a Trimble mapping grade Global Positioning System (GPS) and the subsequent differential correction of that data. GPS points may demonstrate dr - uncorrectable errors due to topography, vegetative cover, and/or multipath signal error. Note : The illustrated wetland and stream locations are approximate. These areas have been flagged in the field; however, they have not been surveyed. Although Clearwater Environmental Consultants. Inc. (CEC) is confident in our assessment, the US Army Corps $� of Engineers (Corps) is the only agency that can make final decisions regarding jurisdictional wetland and waters of the US delineations. Therefore, all preliminary determinations are subject to change until written verification is obtained. CEC strongly a recommends that written verification be obtained from the Corps prior to closing on the beginning an site work, or making an legal reliance on this determination. property, 9 9 Y 9 Y 9 � y 1 This map was prepared by CEC using the best information available to CEC at the time of production. This map is for informational purposes only and should not be used to `moi determine precise boundaries, roadways, property boundary lines, nor legal descriptions This map shall not be construed to be an official survey of any data depicted. Source Data: Project Boundary is from Jackson County, Aerial Imagery (NCCGIA 2015), and conceptual plans provided by Bryson Land LLC. Topo is from Jackson County. - Potentially Jurisdictional Water' Wetland (AQ Stream (LF) W 1 0.09 S1 210 W2 0.0003 S2 31 - o W3 0.03 S3 11 `o W4 0.03 S4 41 W5 0.001 W6ev0.001 €' W 7 0.002 ti W 8 0.004 Y Legend Total 293 Data Form Stream Linear Wetland - Wetland Lr-7—Boundary -- _..-- Contours wn I Vr 1 Project Boundary 1 f «. (r iWl2 �i f _5 `f T a�,, er', �� •� � `=----- `�, 1, ,� ft r` 0 50 100 200, Feet ; 4 CLearWater Stream & Wetland Jackson County, Delineation Map North Carolina 32 Clayton Street Delineated August 22, 2017 Asheville, North Carolina 28801 Figure 7 �qq t Data Form Stream Linear Wetland - Wetland Lr-7—Boundary -- _..-- Contours wn I Vr 1 Project Boundary 1 f «. (r iWl2 �i f _5 `f T a�,, er', �� •� � `=----- `�, 1, ,� ft r` 0 50 100 200, Feet ; 4 CLearWater Stream & Wetland Jackson County, Delineation Map North Carolina 32 Clayton Street Delineated August 22, 2017 Asheville, North Carolina 28801 Figure 7 Attachment A Approved Jurisdictional Determination Nationwide Permit 12 Authorization November 8, 2012 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action 1D. 2012-01756 County: Jackson USGS Quad: Cashiers GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent: Bryson Land, LLC / Attn.: James Bryson Address: P.O. Box 2914 Highlands, NC 28741 Telephone No.: 828-536-2775 Size and location of property (water body, road name/number, town, etc.): The proposed proiect site is a commercial development located on a 10.46 acre tract of land on U.S. Highway 64 and Slabtown Road in Cashiers, Jackson County North Carolina. Coordinates are 35.212133 N 83.129383 W Description of project area and activity: This permit verification authorizes 40 linear feet of temporary stream impacts to unnamed tributaries of the Chattooga River associated with installation of water and sewer lines at four crossings. Special Conditions: 1. The attached recommended conditions 4 and 5 from the North Carolina Wildlife Resources Commission are hereby incorporated as special conditions of this permit authorization. 2. No work will be conducted in the streams and in the 25 -foot stream buffers during October 15 to April 15 spawning period for trout. Applicable Law:Section 404 (Clean Water Act, 33 USC 1344) R Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number: Nationwide Permit Number: 12 Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions, the above special conditions, recommended conditions 4 and 5 in the attached letter from the North Carolina Wildlife Resources Commission, and your submitted plans. Any violation of the noted conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone (919) 807-6300) to determine Section 401 requirements. You may also visit their website at: bM://portal.ncdenr.org web/wg/swp/ws/webscape For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact David Brown at 828-271-7980. Corps Regulatory Official David Brown Date: November 8, 2012 Expiration Date of Verification: November 8, 2014 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 our website at http://pert.nwp.usace.armv.mil/survey.html to complete the survey online. Determination of Jurisdiction: A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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. C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID Basis of Jurisdictional Determination: The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Interim Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region. These wetlands are abutting to stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channels in the permit area are unnamed tributaries to the Chattooga River and are relatively permanent waters (RPW). The unnamed tributaries to the Chattooga River flow into Chattooga River (a RPW), which flows into the Tugaloo River (a RPW), then into the Savannah River (a Section 10 River in South Carolina) that drains into the Atlantic Ocean. Stream channels in the permit area have perennial flow and an ordinary high water mark. This jurisdictional determination is valid for the impact areas only. 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 del ineation/determ i nation 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. Appeals Information: (This information applies only to approved jurisdictional determinations as indicated in B and C 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 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: Jason Steele, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 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 33 1-5, 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 January 7, 2013. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** Corps Regulatory Official: David Brown Issue Date: November 8, 2012 Expiration Date: Five years from Issue Date Copy Furnished: Fish and Wildlife Associates, Inc., Attn.: Pam Boaze, P.O. Box 241, Whittier, NC 28789 Attachment B Preliminary Jurisdictional Determination Information jurisdictional Determination Request US Army Corps of Engineers. Wilmington District This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or facsimile. A current list of county assignments by Field Office and project manager can be found on-line at: http://www.saw.usace.army.mil/Missions/RegulatoryPennitPro ram.aspx , by telephoning: 910-251-4633, or by contacting any of the field offices listed below: ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Fax Number: (919) 562-0421 WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 910-251-4633 Fax Number: (910) 251-4025 Jurisdictional Determination Request INSTRUCTIONS: All requestors must complete Parts A, B, C, D, E and F. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part G. NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: Corps approved and preliminary JDs identify the limits of CWA (and RHA, if applicable) jurisdiction for the particular site identified in your request. The JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Jurisdictional Determination Request A. PARCEL INFORMATION ® Property Information Address: The project site is located off Slab Town Road County: Jackson Directions: From Asheville, Take I-26 E to NC -280 W/Airport Rd. Take exit 40from I-26 E; Merge onto NC -280 W/Airport Rd; Continue on US -64 W to Cashiers; Turn right onto State Rd 1141; Site is located on right (0.3 mi) Parcel Index Number (PIN): 7572-02-9163 B. REQUESTOR INFORMATION ® Name: ClearWater Environmental Consultants, Inc. Mailing Address: 32 Clayton Street, Asheville, NC 28801 Telephone Number: 828-698-9800 Electronic Mail Address : Kaylie@cwenv.com Select one: ❑ I am the current property owner. ® I am an Authorized Agent or Environmental Consultant2 ❑ Interested Buyer or Under Contract to Purchase ❑ Other, please explain. C. PROPERTY OWNER INFORMATION ® Name: Bryson Land LLC (Mr. James P. Bryson) Mailing Address: PO Box 1115, Highlands, NC 28741 Telephone Number: N/A Electronic Mail Address3: N/A ® Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data) ' If available 2 Must attach completed Agent Authorization Form 3 If available 3 Jurisdictional Determination Request D. PROPERTY OWNER CERTIFICATION I, the undersigned, a duly authorized owner of record of the property 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. See Agent Authorization Property Owner (please print) Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One: Date ® I am requesting that the Corps provide a preliminary JD for the property identified herein. ❑ I am requesting that the Corps investigate the property/project area for the presence or absence of WoUS5 and provide an approved JD for the property identified herein. This request does NOT include a request for a verified delineation. (proceed to F and G below). ❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project area and provide an approved JD (this may or may not include a survey plat). ❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted by others) on a property/project area and provide an approved JD (may or may not include a survey plat). For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. 5 Waters of the United States 4 Jurisdictional Determination Request F. ALL REQUESTS ® Map of Property or Project Area (attached). This Map must clearly depict the boundaries of the area of evaluation. ® Size of Property or Project Area +/- 1.3 acres ® I verify that the property (or project) boundaries have recently been surveyed and marked by a licensed land surveyor OR are otherwise clearly marked or distinguishable. G. JD REQUESTS FROM CONSULTANTS OR AGENCIES (1) Preliminary JD Requests: ® Completed and signed Preliminary Jurisdictional Determination Form6. ® Project Coordinates: 35.116431 Latitude -83.109630 Longitude Maps (no larger than 11 x ] 7) with Project Boundary Overlay: ® Large and small scale maps that depict, at minimum: streets, intersections, towns ® Aerial Photography of the project area ® USGS Topographic Map ® Soil Survey Map ® Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) Delineation Information (when applicable): Wetlands: Wetland Data Sheets' Upland Data Sheets Landscape Photos, if taken Tributaries: ❑ USACE Assessment Forms ❑ Other Assessment Forms (when appropriate) Field Sketch overlain on legible Map that includes: All aquatic resources (for sites with multiple resources, label and identify) Locations of wetland data points and/or tributary assessment reaches Locations of photo stations e See Appendix A of this Form. From Regulatory Guidance letter No. 08-02, dated June 26, 2008 ' Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. S Jurisdictional Determination Request Approximate acreage/linear footage of aquatic resources (2) Approved JDs including Verification of a Delineation: ❑ Project Coordinates: Latitude Longitude Maps (no larger than I 1 x l 7) with Project Boundary Overlay: ❑ Large and small scale maps that depict, at minimum: streets, intersections, towns ❑ Aerial Photography of the project area ❑ USGS Topographic Map ❑ Soil Survey Map ❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps) Delineation Information (when applicable): Wetlands: ❑ Wetland Data Sheets8 ❑ Upland Data Sheets Tributaries: ❑ USACE Assessment Forms ❑ Other Assessment Forms (when appropriate) ❑ Landscape Photos, if taken ❑ Field Sketch overlain on legible Map that includes: All aquatic resources (for sites with multiple resources, label and identify) Locations of wetland data points and/or tributary assessment reaches Locations of photo stations Approximate acreage/linear footage of aquatic resources Supporting Jurisdictional Information (for Approved JDs only) ❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos Form(s)") ❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s), adjacency, etc. to navigable waters. 8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Jurisdictional Determination Request I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT Prior to final production of a Plat, the Wilmington District recommends that the Land Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for review. Due to storage limitations of our administrative records, the Corps requires that all hard- copy submittals include at least one original Plat (to scale) that is no larger than l 1"x17' (the use of match lines for larger tracts acceptable). Additional copies of a plat, including those larger than 11 "x 17", may also be submitted for Corps signature as needed. The Corps also accepts electronic submittals of plats, such as those transmitted as a Portable Document Format (PDF) file. Upon verification, the Corps can electronically sign these plats and return them via e-mail to the requestor. Plats submitted for approval must: ❑ be sealed and signed by a licensed professional land surveyor ❑ be to scale (all maps must include both a graphic scale and a verbal scale) ❑ be legible ❑ include a North Arrow, Scale(s), Title, Property Information ❑ include a legible WoUS Delineation Table of distances and bearings/metes and bounds/GPS coordinates of all surveyed delineation points ❑ clearly depict surveyed property or project boundaries ❑ clearly identify the known surveyed point(s) used as reference (e.g. property corner, USGS monument) ❑ when wetlands are depicted: *include acreage (or square footage) of wetland polygons *identify each wetland polygon using an alphanumeric system ❑ when tributaries are depicted: *include either a surveyed, approximate centerline of tributary with approximate width of tributary OR surveyed Ordinary High Water Marks (OHWM) of tributary *include linear footage of tributaries and calculated area (using approximate widths or surveyed OHWM) Jurisdictional Determination Request *include name of tributary (based on the most recent USGS topographic map) or, when no USGS name exists, identify as "unnamed tributary" ❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to surveyed project/property boundaries ❑ include the location of wetland data points and/or tributary assessment reaches ❑ include, label accordingly, and depict acreage of all waters not currently subject to the requirements of the CWA (e.g. "isolated wetlands", "non -jurisdictional waters"). NOTE: An approved JD must be conducted in order to make an official Corps determination that a particular waterbody or wetland is not jurisdictional. ❑ include and survey all existing conveyances (pipes, culverts, etc.) that transport WoUS CERTIFICATION LANGUAGE ❑ When the entire actual Jurisdictional Boundary is depicted: include the following Corps Certification language: "This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is a change in the law or our published regulations, the determination of Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USACE Action ID No.: H Jurisdictional Determination Request ❑ When uplands maybe present within a depicted Jurisdictional Boundary: include the following Corps Certification language: "This certifies that this copy of this plot identifies all areas of waters of the United States regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon for a period not to exceed five years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USACE Action 0 No.: GPS SURVEYS For Surveys prepared using a Global Positioning System (GPS), the Survey must include all of the above, as well as: ❑ be at sub -meter accuracy at each survey point. ❑ include an accuracy verification: One or more known points (property corner, monument) shall be located with the GPS and cross-referenced with the existing traditional property survey (metes and bounds). ❑ include a brief description of the GPS equipment utilized. Appendix 1 - REQUEST FOR CORPS JURISDICTIONAL DETERMINATION (JD) To: District Name Here • 1 am requesting a JD on property located at: site is located ol, slab Town Road (Street Address) City/Township/Parish: Cashiers County: Jackson State: NC Acreage of Parcel/Review Area for JD: 1.3 AC Section: Township: Range: Latitude (decimal degrees): 35.116431 Longitude (decimal degrees): -83.109630 (For linear projects, please include the center point of the proposed alignment.) • Please attach a survey/plat map and vicinity map identifying location and review area for the JD. • R1 currently own this property. _ I plan to purchase this property. I am an agent/consultant acting on behalf of the requestor. =Other (please explain): • Reason for request: (check as many as applicable) =I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. = I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. 01 intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional a uatic resources and as an initial step in a future permitting process. intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps; this request is accompanied by my permit application and the JD is to be used in the permitting process. =I intend to construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of the tide. QA Corps JD is required in order to obtain my local/state authorization. I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. Q I believe that the site may be comprised entirely of dry land. Q Other: • Type of determination being requested: =I am requesting an approved JD. 01 am requesting a preliminary JD. 81 am requesting a "no permit required" letter as I believe my proposed activity is not regulated. I am unclear as to which JD I would like to request and require additional information to inform my decision. By signing below, you are indicating that you have the authority, or are acting as the duly authorized agent of a person or entity with such authority, to and do hereby grant Corps personnel right of entry to legally access the site if needed to perform the JD. Your signature shall be an affirmation that you possess the requisite property rights to request a JD on the subject property. 'Signature: • Typed or printed name: see Agent Authorization Company name: Clearwater Environmental Consultants, Inc. Company Address: 32 Clayton Street Asheville, NC 28801 Daytime phone no.: 628-695-9900 Email address: Kaylie@cwenv.com Date: 'Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Program of the U.S. Army Corps of Engineers; Final Rule for 33 CFR Parts 320-332. Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USACE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for an AJD cannot be evaluated nor can an AJD be issued. Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 9/5/2017 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: See Agent Authorization C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parish/borough: Jackson City: Cashiers Center coordinates of site (lat/long in degree decimal format): Lat.: 35.116431 Long.: -83.109630 Universal Transverse Mercator: Name of nearest waterbody: UT Chattooga River E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: 01 Field Determination. Date(s): 8/22/2017 TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site number Latitude (decimal degrees) Longitude (decimal degrees) Estimated amount of aquatic resource in review area (acreage and linear feet, if applicable) Type of aquatic resource (i.e., wetland vs. non -wetland waters) Geographic authority to which the aquatic resource "may be" subject (i.e., Section 404 or Section 10/404) W1 35.116480 -83.109673 0.09 AC Wetland 404 W2 35.116012 -83.1095670.0003 AC Wetland 404 W3 35.115866 -83.109528 0.03 AC Wetland 404 W4 35.115775 -83.110290 0.03 AC Wetland 404 W5 35.115532 -83.109591 0.001 AC Wetland 404 W6 35.115425 -83.109784 0.001 AC Wetland 404 Site Latitude Longitude Estimated amount Type of aquatic Geographic authority number (decimal (decimal of aquatic resource resource (i.e., wetland to which the aquatic degrees) degrees) in review area vs. non -wetland resource "may be" (acreage and linear waters) subject (i.e., Section feet, if applicable) 404 or Section 10/404) W7 35.115402 -83.109863 0.002 AC Wetland 404 W8 35.115351 -83.110048 0.004 AC Wetland 404 SI 35.116483 -83.109903 210 LF Non -Wetland 404 Waters S2 35.115808 -83.109522 31 LF Non -Wetland 404 Waters S3 35.115451 -83.109658 11 LF Non -Wetland 404 Waters S4 35.115440 -83.109970 41 LF Non -Wetland 404 Waters 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 or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, 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 AJD 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: FEJ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map:Site Vicinity, USGS Topo, Impact, Soils, Aerial, FEMA, Delineation 0 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: F] 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. 0 U.S. Geological Survey map(s). Cite scale & quad name: 1:24k; Cashiers Quad Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: IN 0 State/local wetland inventory map(s): FEMA/FIRM maps: FEMA map number 3700757200J, Effective 4/19/2010. ❑ 100 -year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929) 0 Photographs: [-E� Aerial (Name & Date): NCCGIA (2015) or R Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: 0 Other information (please specify): Parcel Information IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory staff member completing PJD Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)' ' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor 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. WETLAND DETERMINATION DATA SHEET— Eastern Mountains and Piedmont Region ProjecUSile: 937 - Slabtown Road City/County: Cashiers/ Jackson Sampling Date: 8-22-17 Applicant/Owner: Bryson Land LLC State: NC Sampling Point: W1 investigator(s): Yant / Pamplin Section, Township, Range: N/A Landform (hillside, terrace, etc.): Depression Local relief (concave, convex, none): Concave Slope Subregion (LRR or MLRA): LRR N Lat: 35.116552 Long: -83.109686 Datum: NA083 Soil Map Unit Name: SyA - Sylva-Whiteside Complex NWI classification: None Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances' present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Wetland Hydrology Present? Yes X No Remarks: HYDROLOGY Yes X No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Secondary Indicators (minimum of two required) Wetland Hydrology Indicators: Primary Indicators (minimum of one is required' check all that aoDlv) f Soil C k B S Surace oCracks 6 ,_ ( ) Water (A1) Aquatic Plants (B14) _ Sparsely Vegetated Concave Surface (B8) _Surface Water Table (A2) _True _Hydrogen Sulfide Odor (C1) X Drainage Pattems (B10) _High X Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16) Marks (B1) _ Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) —Water Deposits (62) _ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (C8) —Sediment Deposits (83) _ Muck Surface (C7) _ Saturation Visible on Aerial Imagery (Cg) _Drift Algal Mal or Crust (B4) _Thin _Other (Explain in Remarks) _ Stunted or Stressed Plants (D1) _ Iron Deposits (85) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (87) _ Shallow Aquitard (03) _ X Water -Stained Leaves (B9) _ Microtopographic Relief (D4) Fauna (B13) _ Test (DS) —Aquatic Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes X No Depth (inches): 12 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Woody Vine Stratum (Plot size: 30 ft ) 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover Remarks: (include photo numbers here or on a separate sheet.) Sampling Point: W11 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 7 (B) Percent of Dominant Species That Are OBL. FACW, or FAC: 71.4% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1 = 0 FACW species 30 x 2 = 60 FAC species 75 x 3 = 225 FACU species 53 x 4 = 212 UPL species 0 x 5 = 0 Column Totals: 158 (A) 497 (B) Prevalence Index = B/A = 3.15 Hydrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% _ 3 - Prevalence Index is 53.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more In diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ft ) % Cover Species? Status 1. Liriodendron tulipifera 40 Yes FACU 2. Acer rubrum 30 Yes FAC 3. Nyssa sylvatica 10 No FAC 4. 5. 6. 7. 80 =Total Cover 50% of total cover: 40 20% of total cover: 16 Sapling/Shrub Stratum (Plot size: 15 ft ) 1. Nyssa sylvatica 15 Yes FAC 2. Urfodendron tulipifera 10 Yes FACU 3. Rhododendron maximum 10 Yes FAC 4. Rosa multiflora 3 No FACU 5. 6. 7. 8. 9. 38 =Total Cover 50% of total cover. 19 20% of total cover: 8 Herb Stratum (Plot size: 5 ft ) 1. Leucolhoe tontanesiana 15 Yes FACW 2. Impatiens capensis 10 Yes FACW 3. Juncus effusus 5 No FACW 4. Polygonum 5 No 5. Toxicodendron radicans 5 No FAC 6. Microslegium vimineum 5 No FAC 7. The/ypleris noveboracensis 3 No FAC 8. 9. 10. 11. 48 =Total Cover 50% of total cover: 24 20% of total cover: 10 Woody Vine Stratum (Plot size: 30 ft ) 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover Remarks: (include photo numbers here or on a separate sheet.) Sampling Point: W11 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 5 (A) Total Number of Dominant Species Across All Strata: 7 (B) Percent of Dominant Species That Are OBL. FACW, or FAC: 71.4% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1 = 0 FACW species 30 x 2 = 60 FAC species 75 x 3 = 225 FACU species 53 x 4 = 212 UPL species 0 x 5 = 0 Column Totals: 158 (A) 497 (B) Prevalence Index = B/A = 3.15 Hydrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% _ 3 - Prevalence Index is 53.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more In diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 SOIL Sampling Point: W1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-12 10YR 3/2 90 7.5YR 4/6 10 C M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histosol (Al) _Polyvalue Below Surface (S8) (M LRA 147, 148) _2 cm Muck (A10) (MLRA 147) _ Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) _ Black Histic (A3) _ Loamy Mucky Mineral (F1) (M LRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) X Redox Dark Surface (F6) _Red Parent Material (F21) Depleted Below Dark Surface (A11) _Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _ Dark Surface (Al2) _Redox Depressions (F8) _Very Shallow Dark Surface (F22) _Thick _Sandy Mucky Mineral (S1) _Iron -Manganese Masses (F12) (LRR N, _Other (Explain in Remarks) Gleyed Matrix (S4) MLRA 136) _Sandy Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) slndicators of hydrophytic vegetation and _ Stripped Matrix (S6) _ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region Project./Site: 937 - Slablown Road City/County: Cashiers/ Jackson Sampling Date: 8-22-17 ApplicanUOwner: Brvson Land LLC State: NC Sampling Point: UPL Investigator(s): Yant / Pamplin Section, Township, Range: N/A Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): None Slope Subregion (LRR or MLRA): LRR N Lat: 35.116718 Long: -83.109589 Datum: NAD83 Soil Map Unit Name: SyA - Sylva-Whiteside Complex NWI classification: None Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are `Normal Circumstances' present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Upland pair to W1 tuvnRnl nrw Wetland Hydrology Indicators: Secondary Indicators (minimum of two reouired) Primary Indicators (minimum of one is reouired• check all that apply) Surface Soft Cracks (B6) Surface Water (At) Aquatic Plants (814) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —True _Hydrogen Sulfide Odor (C1) _Drainage Pattems (B 10) _ Saturation (A3) Rhizospheres on Living Roots (C3) —Moss Trim Lines (8 16) _ Water Marks (B1) —Oxidized Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _ Sediment Deposits (82) _ Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _ Drift Deposits (83) _ Muck Surface (C7) SaturaUon Visible on Aerial Imagery (C9) _ Algal Mat or Crust (84) _Thin (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _Other _ Geomorphic Position (D2) _ InundaUon Visible on Aerial Imagery (B7) —Shallow Aquitard (D3) _ Water -Stained Leaves (89) _ Microtopographic Relief (D4) _ Aquatic Fauna (B13) _ FAC -Neutral Test (135) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: UPL 30 it ) Absolute Dominant Indicator % Cover Species? Status Dominance Tesl worksheet: Tree Stratum (Plot size: 1. Liriodendron tulipifera 50 Yes FACU Number of Dominant Species 3 (A) 20 Yes FACU Thal Are OBL, FACW, or FAC: 2. Prunus serotina 10 No FAC Total Number of Dominant 3. Acerrubrum 10 No FACU Species Across All Strata: 7 (B) 4. Ouercus rubra Percent of Dominant Species 5 That Are OBL, FACW, or FAC: 42.9% (A/B) 6. Prevalence Index worksheet: 7. 90 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 45 20% of total cover: 18 OBL species 0 x1= 0 Saolino/Shrub Stratum (Plot size: 15 N ) FACW species 0 x 2 = 0 150 30 Yes FACU FAC species 50 x 3 = 1. Liriodendron tulipifera 30 Yes FAC FACU species 120 x 4 = 480 2. Rhododendron maximum 6 No FACU UPL species 0 x 5= 0 3. Pinus strobus 4 No FACU Column Totals: 170 (A) 630 (B) 4. (lex opaca Prevalence Index = B/A = 3.71 5. Hydrophytic Vegetation Indicators: 6. 1 - Rapid Test for Hydrophytic Vegetation 7. 2 - Dominance Test is >50% 8. 3 - Prevalence Index Is 53.0' 9. _ 4 - Morphological Adaptations' (Provide supporting 70 =Total Cover data in Remarks or on a separate sheet) 50% of total cover. 35 20% of total cover. 14 Hydrophytic Vegetation' (Explain) Herb Stratum (Plot size: 5 ft ) 5 Yes FAC _Problematic 'Indicators of hydric soil and wetland hydrology must be 1. Smr7ax rotundifolia 5 Yes FAC present, unless disturbed or problematic. 2. Oplopanax horridus 3 Yes FAC Definitions of Four Vegetation Strata: 3. Thelypteris noveboracensis 2 No Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 4. Hexastylis breast height (DBH), regardless of more in diameter at 5• height. 6. Sapling/Shrub -Woody plants, excluding vines, less 7 than 3 in. DBH and greater than or equal to 3.28 if 8. (1 m) tall. 9. Herb -Ali herbaceous (non -woody) plants, regardless 10. of site, and woody plants less than 3.28 it tall. 11. 15 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 8 20% of total cover: 3 height. Woody Vine Stratum (Plot size: 30 it ) 1. 2. 3. 4. _ - 5 Hydrophytic =Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes No X -- Remarks: (Include photo numbers here or on a separate sheet.) Eastern Mountains and Piedmont - Version 2 0 US Army Corps of Engineers SOIL Sampling Point: UPL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-12 10YR 2/1 100 Loamy/Clayey Leafy / Organic 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soll indicators: Indicators for Problematic Hydric Soils: Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (Al 0) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) —Coast Prairie Redox (Al 6) _ Histic (A3) _Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _Black Sulfide (A4) —Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F 19) _Hydrogen Stratified Layers (A5) —Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Red Parent Material (F21) Below Dark Surface (All) _Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _Depleted Dark Surface (Al 2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) _Thick Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N. —Other (Explain in Remarks) _Sandy Sandy Gleyed Matrix (S4) MLRA 136) _ Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 31ndicators of hydrophytic vegetation and _ Stripped Matrix (S6) _ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (it observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0