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HomeMy WebLinkAbout26-14 MM 2017 TA Newbold Miller LLC144 ... _-....- ...........................- - Permit Class Permit Number MODIFICATION/MAJOR 26-14 STATE OF NORTH CAROLINA Department of Environmental Quality and J RECEIV'D Coastal Resources Commission OQ errr�it G DEC 04 201 V for DCM- MHD CAT X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to T.A. Newbold Miller LLC., 270 Queens Lane Palm Beach, FL 33480 Authorizing development in Pergnimans County adjacent to PeQuimans River, at the end of Bundy's Road as requested in thepermittee's application dated 8/30/17 including the attached workplan drawings (12) dated "Revised 8/30/17". This permit, issued on November 13, 2017 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may De sunfect to Imes, imprisonment or civu action; or may cause rue perms ru tic uuu auu vuru. Shoreline Stabilization -Rip Rap 1) Unless specifically altered herein, this Major Modification authorizes the modification from the previously authorized bulkhead to rip rap, all as expressly and specifically set forth in the attached permit application, project narrative, and workplan drawings. Any additional development activities may require a modification of this permit. 2) The alignment of the toe of rip rap shall not exceed the alignment as depicted in the attached permit application and workplan drawings. (See attached sheets for additional conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2020 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary or DhV and Tile Chairman of the Coastal Resources Commission. C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee T.A. Newbold Miller LLC. ADDITIONAL CONDITIONS Permit No. 26-14 Page 2 of 3 3) The alignment of the authorized rip rap shall be staked by the permittee and verified by a representative of the Division of Co6ta1 Management within a maximum of 30 days prior to the start of construction. 4) Rip rap shall consist of clean rock or masonry materials such as, but not limited to, granite, marl, or broken concrete. It shall be of a size sufficient to prevent its movement from the approved alignment by wave or current action. The permittee shall be responsible for immediate removal of any materials that become dislodged or move outside the authorized alignment. Sedimentation and Erosion Control 5) An Erosion and Sedimentation Control Plan modification may be required for this project. If required, this plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Division of Energy, Mineral and Land Resources, Land Quality Section, 943 Washington Square Mall, Washington, NC 27889. Dockina Facility Relocation 6) This permit authorizes only the docking facility relocation identified as Proposed Pier 1 on the attached workplans, and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structure, whether floating or stationary, shall become a permanent part of this marina/docking facility without permit modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust waters without permit modification. 7) This permit does not authorize any additional formalized boat slips. 8) The relocated pier and associated structures shall have a minimum setback distance of 15 feet between any parts of the structure and the adjacent property owner's riparian access corridor. General 10) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. 11) This Major Modification shall be attached to the original Permit No. 26-14, which was issued on 3/24/14, and copies of both documents must be readily available on site when Division personnel inspect the project for compliance. 12) All conditions and stipulations of the active permit remain in force, under this Major Modification, unless specifically altered herein. RECEIVED DEC 0 4 2017 DCM- MHD CITY C it T.A. Newbold Miller LLC. Permit No. 26-14 Page 3 of 3 NOTE: The U.S. Army Corps of Engineers assigned the proposed project COE Action Id. No. SAW- 2017-01996. NOTE: The Division of Water Resources assigned the proposed project DWR Project No. 13-1280 V2. NOTE: A major modification application processing fee of $250 was received by DCM for this project. RECEIVED DEC 0 4 2017 DCM- MHD Ct i `� DIVISION OF COASTAL MANAGEMENT Application Processing Notes Applica Type: (check all that apply) New Major Mod Permit #_ Minor Mod_ Renewal_ Transfer_ Permit Coordinato Field Representa Date Time Message IO��z�n ;AP-1 Fo1u Nctc Ls a L44 ;,n%k is crva;66k, AAe4- eo-,wA A,./. A,. I✓b'i�+:s� i `�a1 Gl e L wKQ ar - iw a 1/ 4A-f r`s i.A�oY. lI Class, Permit Number 26-14 STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission Permit for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 T A Newbold Miller LLC., 270 Queens Lane Palm Beach, FL 33480 ing development in Perquimans County adjacent to Perquimans River. at the end of as requested in the permittee's application dated 8/30/17, including init, issued on November 13.2017 -, is subject to compliance with the application (where consistent permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may ct to fines, imprisonment or civil action; or may cause the permit to be null and void. Shoreline Stabilization -Rip Rap Unless specifically altered herein, this Major Modification authorizes the modification from the previously authorized bulkhead to rip rap, all as expressly and specifically set forth in the attached permit application, project narrative, and workplan drawings. Any additional development activities may require a modification of this permit. The alignment of the toe of rip rap shall not exceed the alignment as depicted in the attached permit application and workplan drawings. (See attached sheets for additional conditions) nit action may be appealed by the permittee or other persons within twenty (20) days of the issuing date. ;; permit must be accessible on -site to Department mhel when the project is inspected for compliance. tenance work or project modification not covered requires further Division approval. must cease when the permit expires on December 31, 2020 this pemrit, the State of North Carolina agrees that :ct is consistent with the North Carolina Coastal Signed by the authority of the Secretary of DEQ and the Chairman of the Coastal Resources Commission. ixfbh C. Davis, Director of Coastal Management This permit and its conditions are hereby accepted. Program. Signature of Permittee T.A. Newbold Miller LLC. ADDITIONAL CONDITIONS Permit No. 26-14 , Page 2 of 3 3) The alignment of the authorized rip rap shall be staked by the permittee and verified by a representative of the Division of Coastal Management within a maximum of 30 days prior to the start of construction. 4) Rip rap shall consist of clean rock or masonry materials such as, but not limited to, granite, marl, or broken concrete. It shall be of a size sufficient to prevent its movement from the approved alignment by wave or current action. The permittee shall be responsible for immediate removal of any materials that become dislodged or move outside the authorized alignment. Sedimentation and Erosion Control 5) An Erosion and Sedimentation Control Plan modification may be required for this project. If required, this plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Division of Energy, Mineral and Land Resources, Land Quality Section, 943 Washington Square Mall, Washington, NC 27889. Docking Facility Relocation 6) This permit authorizes only the docking facility relocation identified as Proposed Pier 1 on the attached workplans, and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structure, whether floating or stationary, shall become a permanent part of this marina/docking facility without permit modification. No non -water dependent uses of structures shall be conducted on, in or over Public Trust waters without permit modification. 7) This permit does not authorize any additional formalized boat slips. 8) The relocated pier and associated structures shall have a minimum setback distance of 15 feet between any parts of the structure and the adjacent property owner's riparian access corridor. General 10) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. 11) This Major Modification shall be attached to the original Permit No. 26-14, which was issued on 3/24/14, and copies of both documents must be readily available on site when Division personnel inspect the project for compliance. 12) All conditions and stipulations of the active permit remain in force, under this Major Modification, unless specifically altered herein. Miller LLC. Permit No. 26-14 Page 3 of 3 The U.S. Army Corps of Engineers assigned the proposed project COE Action Id. No. SAW- 2017-01996. The Division of Water Resources assigned the proposed project DWR Project No. 13-1280 V2. A major modification application processing fee of $250 was received by DCM for this project. Receivwd Ito MP-1 IMPLICATION far Major Development Permit past revised 12127f06) North Carolina DIVISION OF COASTAL MANAGEMENT L Primary Applicant/tandownerinfotmation Business Name T. A. Newbold Miller, Uc Project Name (if applicable) Shoreline Protection and Boat Docking Facilities Applicant 1: First Name Thomas NII A.N. Last Name Miller Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 270 Queens Lane PC Box City Palm Beach State FL ZIP 33480 Country Palm Beach Phone No. 561-880-0487 ext. FAX No. 561-805-5936 Street Address (itdiHerentfrom above) City State ZIP Email 2. Agent/Contractor Information Business Name S.A.M.P.S.O.N. And Company, Inc. Agent/ Contractor 1: First Name MI Last Name Theodore J Sampson Agent/ Contractor 2: First Name MI Last Name Mailing Address PC Box City State 125 Hunters Trail West Elizabeth City NC ZIP Phone No. 1 Phone No. 2 27909 252 - 548 - 4292 ext. 252 - 331- 2447 ext. FAX No. Contractor # 8W 793 4261 Street Address (if different from above) City State ZIP Email RtGEIVED sampsonandco@roadrunner.com Ott' 11 2w <Form continues on back> DCM- Mph® CITY Form DCM MP-1 (Page 2 of 4) ea e (�p R APPLICATION for Major Development Permit sib 1 idi; J. Project Location : i , .. , County (can be multiple) Street Address - "' ' State Rd. # Perquimans Terminus of Bundy Road 1301 subdivision Name City State zip NA phone No. Lot No.(s) (if many, attach additional page with list) ext. PIN 7869-53.0758, PIN 7869-42-8389, a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Pasquotank Perquimans River c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade ❑Unknown Albemarle Sound e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within. Perquimans County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) Wiv 25,755,721 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 25,556,652 sq. ft., 199,069 sq. fL, NWL (normal water level) (If many tot saes, please attach additional page with a list) 8' ❑NHW or IRNWL e. Vegetation on tract Soy beans, corn and wheat, Lobloily pine (Pins leads) in agriculture & sylviculture areas;other upland areas include While oak (Quercus aiba), Sweet gum (Liquidambar styradflua), and Yellow poplar (Liriodendron tulipifera); wetland areas include Said cypress (Taxodium distichum, Red maple (Ater rubrum), Swamp Blackgum (Nyssa sylvatica var. biflora), Wax myrtel (Myrica cerifera), Lobloily bay (Gordonia lasianthus), and Giant cane (Arundinaria gigantea). f. Man-made features and uses now on tract Graded roads, ditches, power and telephone utilities, duck pond and duck pond spoil pile, 1 residential structure, 1 storage building, 3 sections of bulkhead, reconstructed derilect pier, 18 pilings for new permitted pier, 3,930' of bulkhead constructed under previous and existing Permits. g. Identify and describe the existing land uses adiace to the proposed project site. To the north along the Perquimans River is a waterfront residential community; to the north along Sutton Creek lies a large agricultural and forested parcel with portions of the area under active agriculture. h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? Rural Agriculture and Historic Agriculture (Attach zoning compliance certificate, if applicable) ®Yes []No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. Was ❑No ❑NA If yes, by whom? New South Associates_ I. Is the proposed project located in a National Registered Historic District or does it involve a Oyes O National Register listed or eligible property? jtr 1 t <Form continues on next page> ®CM' MHO Form DCM MP-1 (Page 3 of 4) Recelve"o" APPLICATION for Major Development Permit m. (1) Are there wetlands on the site? D y-a �f�^ a ®Yes ❑No (1) Are there coastal wetlands on the site? t.,d! C_ Yes ❑No (III) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. Septic tank and leach field at residential structure o. Describe existing drinking water supply source. Individual well at residential structure p. Describe existing storm water management or treatment systems. NA 5. Activities and Impacts a. Will the project be for commercial, public, or private use? Commercial OPubliclGovernment ®Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Community development is neither proposed nor envisioned. Commercial use for agriculture and sylviculture activities will continue and benefit from shoreline stabilization of the tracts. Private use of docking facilities is anticipated, with the possibility of commercial rental. c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. Movement of upland fill by excavator, backhoe and/or bulldozer. Riprap transported to site by dump truck; moved to construction location by front-end loader and/or excavotor, placed by hand. Equipment stored on uplands. d. List all development activities you propose. Construction of 3 areas of shoreline protection riprap (1,579, 43' and 675', totaling 2,297') along shoreline previously permitted for bulkhead; realignment of 1 previously permitted pier/platform/boathouse, with 3 slips including 2 boatlifts. e. Are the proposed activities maintenance of an existing project, new work, or both? New f. What is the approximate total disturbed land area resulting from the proposed project? 1.56 ❑Sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes MNo DNA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. No proposed discharges to waters of the state. I. Will wastewater or stormwater be discharged Into a wetland? ❑Yes NNo ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No NNA J. Is there any mitigation proposed? ❑Yes ❑No NNA If yes, attach a mitigation proposal <Form continues on back>ICEIVED SAP 112017 emont.n':I DCM- MHD rITY Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additionallnformation In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. items (a) — (Q are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims fitle to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name C. Edward Bundy Phone No. 252-331-3072 Address 170 Bundys Road, Hertford, NC 27944 Name Calvin M. & Lela W. Bundy Phone No. 252-426-7447, Address 170 Bundys Road, Hertford, NC 27944 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAMA/Dredge & Fill General Permit No. 30139A CAMAIDredge & Fill General Permit No. 30290A CAMA/Dredge & Fill General Permit No. 60444A CAMA1Dredge & Fill Permit 26-14; LOR dtd 4I6/2015 h. Signed consultant or agent authorization form, if applicable. I. Wetland delineation, If necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10),'d necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. I understand that any permit issued in response to this application will allow only the development aescnoea in me appncation. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date August 30, 2017 Print Name Theodore J. Sampson, agent for T. A. Newbold Miller, LLC Received Signature Please indicate application attachments pertaining to your proposed project. CRDCM MP-2 Excavation and Fill Information II Information ❑DCM MP-5 Bridges and Culverts � t ,..rim�.. ❑DCM MP-3 Upland Development ZDCM MP-4 Structures Information DECEIVED �Iwl a't to(tyl tl _ _ SFp ? t 9017 -i- Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Received Alk 3.1 71117 Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization Length NA NA NA NA NA NA NA Width NA NA NA NA NA NA NA Avg. Existing NA NA NA NA NA NA NA Depth Final Project NA NA NA NA NA NA NA Depth 1. EXCAVATION ®This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB _ ❑WL []None (ii) Describe the purpose of the excavation in these areas: d. High -ground excavation in cubic yards. 2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable a. Location of disposal area. b. Dimensions of disposal area. c. (i) Do you claim title to disposal area? d. (i) Will a dis oral area be available for future maintenance? ❑Yes ❑No ❑NA ❑Yes UNo ❑NA (ii) If no, attach a letter granting permission from the owner. (ii) If yes, where? e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL []None (ii) Describe the purpose of disposal in these areas: I. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? RECEIVED SEP 11 2017 DCM- MHD CITY 252-808.2808 n 1.888.411COAST . --, vvvv.nccoastaIrnanMemePt.net revised: 12/26/06 Form DCM MP-2 (Excavation and Pill, Page 2 of 2' 3. SHOREUNE STABILIZATION ❑This section not applicable (If development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: b. Length: 2.297 fi 0orao) Width: Riorao: Approx. 12 ft (12 ❑Bulkhead WRiprap ❑Breakwater/Sill ❑Other: c. Average distance waterward of NHW or NWL: Riprap at or landward of NWL e. Type of stabilization material: riprap stone g. Number of square feet of fill to be placed below water level. Bulkhead backfill j) Riprap 0 Breakwater/Sill 2 _Other j6 I. Source of fill material. Backfill: Riprap: Granite from quarry. slooel d. Maximum distance waterward of NHW or NWL: 0' for dprap f. (i) Has there been shoreline erosion dudng preceding 12 months? ®Yes []No ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. Avg. of 0.97yr by comparison: 2013 & 2017 GPS points h. Type of fill material. WA Reee P d a) S 6,V ;,, 1 ),.9i7 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ❑Yes f If yes, (li) Amount of material to be placed in the water (III) Dimensions of fill area (iv) Purpose of fill 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Riprap staged on uplands; excess graded material on uplands behind sift fence b. c. (I) Will navi atonal aids be required as a result of the project? d. ❑Yes atonal ❑NA (ii) If yes, explain what type and how they will be implemented. (1) Will fill material be placed in coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide th number of square feet affected. ❑OW ❑SAv _ ❑SB _ OWL ❑None (ii) Describe the purpose of the fill in these areas: What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Excavator, front-end loader, backhoe, and/or bulldozer (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ZNo ❑NA (if) If yes, explain steps that will be taken to avoid or minimize environmental impacts. August 30, 2017 T. A. Newbold Miller, LLC Date Applicant Name T. A. Newbold Miller, LLC Shoreline Protection & Pier Development r fig radii Theodore J. Sampson, agent for T. A. Net efe ,�Lc `y/ E D Applicant Signature SEP ? " 117 n �:�� r.-ITY DCM Coordinator: Permit #: ZG /ry �{w� l�Icri MAE[ING DISTREBUTION SHEET-•- Permitee• -. TA A& 04), HEM DCM Field Offices Elizabeth City (with revised work plan drawings) Morehead City Washington Wilmington US ACOE Offices: Washington: Raleigh Bland (Beayjort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans, - Tyrrell) Josh Peletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington) Tom Steffaus (NC DOT- Beaufort, Carteret, Craven, Pamlico) Bill Biddlecome (NC DOT -Remainder ECity/Washington District) Wilmington: Tyler Crumbley (Brunswick, New Hanover) Liz Hair (Carteret, Onslow, Pender) Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender) Cultural Resources: Renee Gledhill -Earley Public Water Supply: Heidi Cox (W1RO) jClif Whitfield (WARD) Marine Fisheries: hane Staples Curt Weychert NC DOT: David Harris Shellfish Sanitation: Shannon Jenkins State Property: Tim Walton DEMLR/DWR: Karen Higgins Kristy Lynn Carpenter (NC DOT -All Projects) Washington: Anthony Scarbraugh-401 Roger Thorpe-Stormwater Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck, Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington) Wilmington: Robb Mairs — 401(Carteret, Onslow, Pender, New Hanover) Chad Coburn — 401(Brunswick) Georgette Scott - Stormwater Joanne Steenhuis - 401(NCDOT-Brunswick, New Hanover, Onslow, Pender) Wildlife Resources: LPO: Fax Distribution: Maria Dunn (WARO) Permittee #: Agent# ail Coastal Management ENVIRONMENTAL GUALITV November 13, 2017 T.A. Newbold Miller, LLC 270 Queens Lane Palm Beach, FL 33480 Dear Sir or Madam: ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON C. DAVIS Director The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal described below. If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, (919) 733-2698 within twenty (20) days of this decision on your permit. You should also be aware that another qualified party may submit an objection to the issuance of this permit within twenty (20) days. The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be carried out in accordance with your application. Modifications, time extensions, and future maintenance requires additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit requirements. From time to time, Department personnel will visit the project site. To facilitate this review, we request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal resources. Enclosure 4SiWncerely,�' C1/4 � /! Douglas V. Huggett Major Permits Manager N.C. Division of Coastal Management State of North Carolina I Environmental Quality l Coastal Management Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557 2528082808 n � o� ti. 1 �' � `�' DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD A) APPLICANT: Thomas A. N. Miller County: Perquimans LOCATION OF PROJECT: SR# 1301; Terminus of Bundy Road off Id Neck DATE APPLICATION RECEIVED COMPLETE BY FIELD REP-A/06/17 FIELD RECOMMENDATION: Attached: NO To Be Forwarded: YES CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES FIELD REPRESENTATIVE: Lynn Mathis DISTRICT OFFICE: Elizabeth City DISTRICT MANAGER REVIEW: I Date: B) DATE RECEIVED BY MAJOR PERMITS UNIT: 4 I 1d6FEE RECD: $ 250 (100%) PUBLIC NOTICE RECD: Advertise: 09/13/17 END OF NOTICE DATE: Comments due: 10/03/17 ADJ. RIP. PROP NOTICES RECD: DEED RECD: APPLICATION ASSIGNED TO: C) 75 DAY DEADLINE: 11/20/17 MAIL OUT DATE: Circulation: 09/08/17 FEDERAL DUE DATE: ON: 150 DAY DEADLINE: STATE DUE DATE: Comments due: 09/29/17 FED COMMENTS RECD: PERMIT FINAL ACTION: ISSUE DENY DRAFT ON AGENCY DATE COMMENTS RETURNED OBJECTIONS: YES NO NOTES Coastal Management - Regional Representative 1/43I J1 �i �owr ri.lj Coastal Management - LUP Consistency oI ZI it Division of Community Assistance 9 21 Land Quality Section--DEMLR Io f I •.[ em � v:{� �,. s DWR/DWQ—AgeifePratectiew y0 q�zt�1 l—(2-"VZ DWR/DWQ - Storm Water 11 DWR — Public Water Supply tj i State Property Office 4115 1 Division of Archives & History —Cultural Res. 1-1 t 1 Division of Env. Health —Shellfish Sanitation q111111 K Division of Highways --DOT 1120/1-1 RECEIVED Wildlife Resources Commission q Zp 1 X Local Permit Office/Plarming Dept. DMF—DCM Fisheries Resource Specialist 4 21 �'j K �i%j. MHD � � 1 � Corps of Engineers lo';(I it �Il" ��y 1 Coastal Management ENVIRONMENTAL OUALITV September 8, 2017 MEMORANDUM E C E SEP 1 1 20A Shellfish SsnitatiV J;Z:,e §"J Wate, 0AI-i, f s Shannon Jenkins Environmental Health— Shellfish Sanitation ROY COOPER Gnvemor MICHAEL S. REGAN Secretary BRAXTON C. DAVIS D,i cmr FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09/29/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED�19q, rr DATE 9111111 �r = svi"n ovl :5 t nS RECEIVE® SEP 13 2017 ^'Nothing Compares State of North Carolina I Enviromnental Quality I Coastal Management D C M- M H D CITY 401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909 252-264-39011252-331-2951 [fan) Coastal Management ENVIRONMENTAL QUALITY SEP Y S 2017 September 8, 2017 MEMORANDUM TO: Clif Whitfield, Environmental Engineer DWR - Public Water Supply Section, WaRO ROY COOPER Gowivor MICHAEL.S. REGAN seemmy BRAXTON C. DAVIS Dimaor FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09/29/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252). 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE —c -"' Nothing Compares - , State of Narth Camrm I EnvimnmwW Quality l Coastal Maomsement 401 S. Griffin St., Ste 3001 Mirabeth City, NC 27909 252-264-39011252-331.2951[fax) Bodnar, Gregg From: Thorpe, Roger Sent: Monday, September 18, 2017 11:30 AM To: Bodnar, Gregg Subject: CAMA MAJOR: Thomas Miller shoreline riprap and realign previous approved pier. Perquimans County Gregg The subject project will not require a State stormwater permit. Roger Roger K. Thorpe Environmental Engineer Division of Energy, Mineral, and Land Resources North Carolina Department of Environmental Quality 252-948-3923 office roger.thorpe@ncdenr.gov Washington Regional Office 943 Washington Square Mall Washington, NC 27889 f"Nothing Compares Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. r T"1 Coastal Management ENVIRONMENTAL QUALITY September 8, 2017 MEMORANDUM TO: RECEIVEb ROY COOPER SEP 12 2oll MICHAEL S. REGAN Seurelery lDCM-Flshorles ' WABO . ERAXTON C. DAVIS Oimaor Shane Staples, Fisheries Resource Specialist Division of Coastal Management, WaRO FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller Project. Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09/29/17 to 400 Commerce Avenue. Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. [/ This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. /,/ ZSIGNED DATE ^� Nothing Compares, . State ofNorth Carolina I Eaviroamoatal Quality I Coastal MavaBemem 401 S. Griflin St, Ste 3001 ENnbeth (Sty, NC 27909 252-264-39011252-331-2951 [fax] Coastal Management ENVIRONMENTAL QUALITY MEMORANDUM TO: Doug Huggett, Major Permits Coordinator THROUGH: Frank Jennings, District Manager! FROM: Lynn Mathis, Field Specialist u DATE: September 18, 2017 SUBJECT: T. A. Newbold Miller, LLC Major Modification of CAMA Major Permit ROY COOPER Govemnr MICHAEL S. REGAN Secretary BRAXTON DAVIS otmetor The applicant would like to modify an existing Major CAMA Permit #26-14 to place riprap along 2,297' of shoreline previously approved for the construction of bulkheading an average of 2' waterward of normal water level, and realign a previously approved pier, boathouse, platform and two boat lifts; on the northwest side of the subject properties. I have reviewed the rules as they pertain to Piers and Docking Facilities and would like to offer the following: •76 Review of rules regarding bulkheads, clearly states in 15A NCAC 07H .0208 (b)(7)(E) that sloping riprap is a preferred erosion control structure over bulkheading where possible. The use of riprap meets that preference and reduces the overall shallow water bottom impacts by -4,588 square feet. Pier: The proposed realignment of the pier, platform, boathouse and lifts will move the access to the pier 95' from the adjacent riparian property line and 18' from the riparian corridor on the waterward end of the structure (originally approved at a distance of 17'). There are no other proposed changes to the structure. The adjacent property owner signed the adjacent riparian notification form, stating that he has no objection to the realignment. Based on the above review 1 would like to recommend that the request be approved subject to the standard conditions. RECEIVED SEP 2 0 2017 DCM- MHD CITY - - '"Nothing Compares State of North Carolina I Environmental Quality I Coastal Management 401 S Griffin Street I Suite 300 1 Elizabeth City, NC 27909 252-264-3901 RECEIVED SEP 2 0 2017 DCM- MHD CITY 09/20/2017 14:00 2523314739 NODOT PAGE 01/01 CoastalManagement ENVin ONMENTAL OUALITY September 8, 2017 MEMORANDUM TO: ROY COOPER Gowan" MICHAEL S. REGAN ' n".lmy BRAXTON C. DAVIS /Xmdw pECEM SEP 2 0,.2011 David B. Harris, Roadside Erosion Control & Vegetation DISTRICT OR Management Engineer, NCDOT Roadside Environmental Unit FROM: Doug Huggett, .Major Permits Coordinator. c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09129/17 to 400 Commerce Avenue. Morehead CityNC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriates in-depth comments with supporting data are requested. REPLY: _Ibis agency has no objection to the project as proposed. This agency has no comment oh. the proposed project. This agency approves of, the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached O SIGNED _ DATE —� -7 I/GR�T- �2R� Nothing Compares, State of North Carolina I Fmirwlmemal Qlsnllly I 06a.1n1 MON9Cln011 e01 S. G6Ma Stt- Ale inn I 151lmwh dl'y, NC 27909 252-245.3901 1232-331!2951 1f..1 1.i Coastal Management ENVIRONMENTAL OUALITY September 8, 2017 MEMORANDUM TO: FROM: a, SUBJECT: Applicant: ROY COOPER G.nYnIN MICHAEL S. REGAN S'nwy BRAXTON C. DAVIS 11me", Lee Padrick Division of Community Assistance Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management CAMA Permit Application Review Thomas A. N. Miller, Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by09/29/17 to 400 Commerce Avenue Morehead City, NC 28557 (fax: 252-247-33301. If you:have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY:„ This agency has no objection to the project as proposed. his agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. i :This;aagency objects to the project for reasons described in the attached ts /coommen. DATE Nothing Compares� S1e1e ofNam Camum I Fnvim ntal Quality I Coasw Mmagement 401 S. GAWIn St., Ste 3001 EHiabelh City, NC 27909 252-264-39011252-331-295)Iful P 1,U Water Resources y I: ncinnuucmcd Quality T.A. Newbold Miller, I.I.C. Mr. Thomas A.N. Miller 270 Queens Lane Palm Beach, FL33480 NOT A CAMA PERMIT September 22, 2017 ROY COOPER Gnv<.rtrtr,• MICHAEL. S. REGAN S'ecrelarr S. JAY ZIMMERMAN Director DWR # 13-1280 V2 PERQUIMANS County Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS T.A. NEWBOLD MILLER, LLC—SHORELINE PROTECTION AND DOCKING FACILITIES Dear Mr. Miller: You have our approval for the impacts listed below for the purpose described in your application dated September 8, 2017 and received by the Division of Water Resources (Division) on September 13, 2017. These impacts are covered by the attached Water Quality General Certification Number 4097 and the conditions listed below. This certification is associated with the use of CAMA Major Permit and General Permit(s)198000291 issued by the US Army Corps of Engineers (USACE). This Certification allows you to use the CAMA Major Permit when the Division of Coastal Management issues it. This approval supersedes the previous approval issued on January 3.2014 under DWR Protect No.13-1280 V2. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit and the following additional conditions: 1. The following impacts are hereby approved provided that all of the other specific and general conditions of the Certification are met. No other impacts are approved, including incidental impacts. [15A NCAC 02B .0506(b)(c)] Type of Impact Amount Approved Amount Reduced Plan location/ (units) (units) Reference Permanent Temporary Attached Open Water OW-1 (Bulkhead and Rip -Rap Fill) 0.16 (acres) 0 (acres) Sheets 2 -12 OW-2 (Shading from Pier, 0.16 (acres) 0 (acres) Sheets 2, 3, 4 and Boathouse, Platform and 2 Boat 12 Lifts) State or North Carolina I Fir- ronrnental Qualiq' I Water Resoutres-Water Quality Regional Operations Section -Washington Regional Orrice 943 Washington Squaw Mall, Washington, North Carolina 27M 262.946.6481 T. A. NEWBOLD MILLER, LLC DWR# 13-1280 V2 401APPROVAL Page 2 of 3 2. Water Quality Certification The proposed project must comply with all the conditions of the General Water Quality Certifications) 4097. [15A NCAC 02B .0507(c)] Continuing Compliance 3. Turbidity Standard The Permittee shall adhere specially to 15A NCAC 02B .0220 Tidal Salt Water Quality for Class SA Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range between 6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural conditions; (I) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity exceeds this level due to natural background conditions, the existing turbidity level shall not be increased. 115A NCAC 02B .0222] Other Conditions 4. This approval and Its conditions are final and binding unless contested. [G.S.143-215.5] These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. Within sixty(60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received In the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending via US Postal Service: If sending via delivery service (UPS, FedEx, etc.): Office of Administrative Hearings Office of Administrative Hearings 6714 Mail Service Center 1711 New Hope Church Road Raleigh, NC 27699-6714 Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DEQ: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center r:- �r is T. A. NEWBOLD MILLER, LLC DWRN 13-1280 V2 401 APPROVAL Page 3 of 3 Raleigh, NC 27699-1601 This letter completes the review of the Division under section 401 of the Clean Water Rules. Please contact Anthony Scarbraugh at 252-948-3924 or anthonv.scarbrauah@ncdenr.eov if you have any questions or concerns. Sincerely, Robert Tankard, Assistant Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ Enclosures: GC 4097 Certification of Completion CC: Gregg Bodnar, DCM Morehead City Office (via email) Lynn Mathis, DCM Elizabeth City (via email) Raleigh Bland, USACE Washington Regulatory Field Office (via email) Laserfiche File Samir Dumpor, DELMR WaRO (via email) Ted Sampson, S.A.M.P.S.O.N. and Company, Inc. (via email: sampsonandco@roadrunner.com) . — crOimEEMrOLaewdnn 3 i ;;::; Emmonuosn RTR,ort®LE�nLwe+n O I _woro®ewoci°mT RAJ \Q0\4 _ LR4VO Rt dfiE)iV f WOGPMK WOPoff9oEYFuwBrt o _ ��' '.I s Property Ot.. T. �� WMKRiYOSED @YHIW°A A. Newbold Miller, LLC PARCEL 1D 5-0053-0048 / h wr�ewemnrRe; — EMHRIe°WAVEDNMLWAY M1 Y I -A\�g CQ. - /' — --•--NLMYflAICIWefIDM9AE,FG — IeGWAEHfUYiNEBNffiOEREL Property Of. C. Edward Bundy S/�FS7U / - - mi1LNLFEYN61Bn •� 3 R �'�/'Ug �/ wvr rvrw wxEiwre ice'-- ��F[IyF%RUST /—•-- •� µnmx R„°wummLTveeYe — /�' +12 i6LFESUWYEMELLY,Y11 ffNM C51 G' 1. AEA P S \ v 6EYFA.V.NOIPB �.� 11 M,erlmeemsenemoeYnr�wvMn.e. L.Yeea. egnw m MYN z,. z,m, ma em: roamvmnevmeebrtwn bPnmNviu emaYes. EXISTING ' NEW PILES - � NLOHi(1YNCQ6%9eaY,iMemIGPSdVa,bbb N.. i 2t b WpIM ,eem]/cVN11. n7 aauFtlb, QVYegM0 M.PammlyWnY �,®nat I. RbnuNM bl4. ey0.A`MNfb w u.' a eo, Hc, ma b aaewe p°u�. mm4m� 15 it ' LWb181elavene WplwnMY.I1 MY rolb 1 it APPROVED PEROUIMANSRWEq I RRem:om.meuwme,am«mn.ey+sxb,eY�nY mbYrrv+eoNme erpcvwAdenmvm,M NMrhCarellaa Environmental SAl l.P.&ON. & tn, b¢ Y/A b: miutl b laebr vm�mT.wN.claaNsa<. ue.wnwnmvbeb Mona germint Commission FLOOD I a rvgn"etlaen DlWaba of Water Resources 4— i ,buw°EO'meP"�`COE Data ALL ��_ E� � &&vim oN am , t4mnbaoe beam WNCoet avwm,Y 1a Pertoit9 1.3 MRES TO NEAREST LAND I sxu.w &Amaoxwo m 1 �I -3.Oft fRBPB9E6PIER 1: 400 at Boathouse t I n C. with 2 Boat Ll@s, I ' m 384 at Platform, & 2 Piles far Mooring or I EXISTING PIERPLATFORM& Boat Lflt at 3rd Boat Slip �0'TANEWaOLOMILLER,LLC BOATHOUSE (PERMITTED DEVELOPMENT, SHORELINEPROTECTION&PIER ALIGNMENT CHANGED UNDER I DEVELOPMENT ms MODIFICATION REQUEST) I SHORELINE ORE NE DEVELOPMENTMODIFlGATIONS •50' 0' 50' 100' 200' 300' nw e 06-042413-m2 gm, SHEET2OFIrg- unis: MgM1 I SCALE:linch =50ft crw.:or.aa„a Pm effy Of TI AiNewhold ML11ef_ C; PARCEL ID 5-0053.004E Sh,' � AAlp -'� f i AEC l / ,c7.pUg4C TR</S If I � I I Property Of., l PARCEL ID&0053-004 A`\ t'11, 3ikFHTPUBICRT' SOMEM.� APPROVED a North CamiNa Envimamentai PEAMUNAMSmVER Management Commission Owl 61on of Water Resources ,FL000 Date q / g m EBB " Permit 11 L I v L 1.3 MILES TO NEAREST IANO I I§ I I 50, 100' 200' 300' SCALE: Cinch = 50 ft I PRBPB9E9PIER 2:_/ 400 sfBoathouse with 2.Boat Lifts, 3e4 SfPlatform, 2 2 Piles for Mooring or Boat Lift at 3rd Boat Slip (PERMITTED DEVELOPMENT) — . — sio,asaE�wvuaPsovami. mstwom.,aac t�++Yi.rFnr�re.e+n �xarosEoewaiuoimY! wa�rteooet�a�,eur _ _ ,vevuesivne+eYo r(NKEYAWMEM - - - 9�FlOYOFE8'/FfkHR — HFiMN.CIMM Af Wi0%LW0.NYA FIDEIIREIFE +12 ro>oFEsunrE„rEu„P,www ® lPAV9FlWeiN� Q Y&19NYGL61r . �. 1.l'VPE811VEEA) 0Y 171 SHORELINE DEVELOPMENT MODIFICATIONS 06-UN13-CO SHEETS OFN'1I 45'X50.5' L - - - - - - - - - - - - - - - � � -� -� - = 4 STEEL BUI(DING _ _ _ _ _ _ _ _ _ Property Of. T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048A pca cf cu {iG 3 7 -i¢ii DGM-Ec — 75-FTESTUARZNE .1 I I I I 1praperty Of r Miller, LLC PARCEL I Newbold.p pE.: I X"WN W, ����0����0 H���1�I r4► �� ,A�i?s IR IVA � `a ��i?i!i'!i%<_.._ / 1 PERQUIM SRIVER APPROVED North Carolina Environmental Management Commission EBB Division of Water Resources Date 4L'L' 20_aa1 ILES TO NEAREST LAND Potmit# Vl -50' 0' 50' 100' 200' 300' SCALE: finch=50 It I I I� I I — .—ep�++EmwUawarapnr v�.vwpEoaw>F.aaxu —rEmamnEcv¢wpna w muoee���owaau PoNIpPFAI VJEFLOEYBGp�� lmaamum•ue — • — — • melunr�.mcmmrmioaene4rc •Pf14EnIt140XE&KK4LMEAEG — ravrsEnoREmat 9]fIM1W ER'MHHif .pFlhYlL611iM NN1m'. VN0.YNN BpEIISHEE +12 *aroEEsuimuertEuv rwPpw ® iraxsrauiER wa A, 1tY1nYUMBIf tCflIE6t INEE{Q OB M17 0a-0424 t3-002 SHEET 4 OF W II � i _ . _ . _IDM�6.E�PaavWF8WA9D _ _ _ —. _ ieeaWneD�T — P _ _ '" uerwwxceroneuu�MDa�aau � rvaRreDDetrmetr ' casDRnn�arafrrornsRmw emtcDcmotvEtaaert 4 � � � I imwrnwaregnonauaaRxr Property Ot _ T. A. Newbold Mier, LLC / - �� ' =q�gryprRp yQp�pNWaYVAP'NY PARCEL ID 5-0053-0048 —. mwu scrmersum E �gPC - RDnomaseaian�rt _ /?SHa I —-srr�cnmxrow \ Y �p I-'C,�gf — 30-ry• I swuera�r wwvrvrw m.wETw® uPRDnw+w�.womDRrRatt� +12 rrnY,FvnaeaTmmWv ® rwuaroRmeaveD I I \ J 0 umamawwer . I ` � \ \ / / ' cwzstmapt crxv'nu.Nores \ \ I /'� �\ \•J I _ t1 �WNmaRARFm as�msYtlJWMAV%411,, L11� /./ I ®® �� ron�e�NNNetmn MeltWFmnfmn/C6. \ I;r— ® eaFY dvOa�tlFewAedetl / I \ / m,a;TGP$m6 zla Rv�aaeao RwrODwmry peM \ fOOd \ I 31 Ciunm.lNa tmak�W hqe Dp�Rilyd9AYPS0 AFROUIMANSRNER N. 6 t'n. Nn,adbpomdeGly TewpplpNhnNRs D`�9°�°°°^4°�m°'R�u RmayMba P•d�mt,AYe1W61,mMvalF mY WumMmY i UATY WMm10N ugea WRIm mgmltl APPROVED iLOOD SAMPS.ON.6fv,bcWA�m alY shy penkJ bT.ANaMtlC MIOer.LLL. KHlbnmianb North Carolina Environmental �— bPomoom, mae.w.coe Management Commission Fes I Qlv(sbn of Water Resources I in nee�sioa DAM .{.. Date - `I /LL 20-LL- 1.3 MILES TO NEAREST UWD r j, �r1°°�4e"�°"°W`� MMVP SAAPsoa.®dt'mm PBrmitH 11, ° Received �ya.F11 v I am�SHORELINE PROTEC ON&PER DEVELOPMENT Wo16TT1$ SHORELINEDEVELOPMENTMODIPICATIONS -50, 0' 50, 100' 20P 300, I �. AaIMkrtW nWlxa N'Q+ MWh y ' amen SCALE: lineh = 50 ft SHEET 5 0F.12 SHEETS OF?Tt1. Ds� o�Rnr crNa:m -wzau ` /T / m t � a � O m' m 0 @ i v co y CO o' i Receved ° m i m m I Df;M-FT -W.0 50 Property Of ler LLC PARCEL ID 5-00753-0048 lite S OPLO fiE 5T . �dUiaAKIrtwW2uvuw.. I�mARFnaE�ElfP9a� Ni0U40NAA1FA0eM11 vve+nEvuertlaw�i 1A9NI8VaEYOIBLLb•FAO&O W L ANh'a1 Rf HLY41YbT�C .b �mI RIm040LEVfl6i@R f" wYa.wmaogo�a.awur immirawvua — — lOG1bN.C4ti,PWT9CX91XAEC — — i9GWAF91W40.VEbNd311L.fC iCPOFFYWWEM — - - uoiTouccNrwvn¢ar J J � ARI,OAVN�dNAESETpEfdE —I—• +12 ,acsEssre+,uaa�v.,n,uiv ® 1RAN3tlYHlPI➢ i rl L14I169TPE$61 Yld � cB+uxwNorcs I q axeeu �xi;�xom o� ��Aw.m.u. HbmebmsmNNaam MPwpdmvaCmAyOa, f%:D@1RaNCpiEW9eYaM4unOVStl¢CpoFY atd afthv mYLYA dlAnaYbr . zI ac P.muuy pgamaoaYme- 310i�ON`4n�xSIiSAIAP.SON.BCa bcNej,b .nenee.TM malYhlh Ycpq«IydSAMP9.ON. PEHOUa4W$RNFR 6h.,uc,meb paYdaegmemp„yMY.adYa UMse SYhamdauermmdu.IlmvY�a f � name, daevum, amQ.a Y my aNm q A,y mMY.miml0smwaawo�mme.nd $qMP SON.6 Ca,4n. vAaYnm+®i6�vA (.L�� I peMrd YT.ANewMN Yi0e5HG. W�@mdb mme1@A aNYPeNeE bNCar.1NCOEO.atl YnCOE EBB dP^^mlavusdnu WrVmv. APPROVED DAM 1.3 MILES TO NEAREST LAND North CeroVna Environmental Management Commission "edmd P°�1ee`�'�t0°e4° ax�rvmn Division or Water Raeoarcas exsrAAa suLrsoaablreop� Date_ 01 /r---�=---_._..,.0 Permit# 1.7^ups_._ SHORELINE DEVELOPMENT MODIFICATIONS 109 200' 300' amewa eAwwa No.: wwN e 1-04201 OF 17 SCALE: finch=50fl ET i NA , SHEB OFA !! aam�o 0®CYN0.:� - Wx<I9 1 — .—ab�ualxNucF9mmmn � d I F;o9rwNAiu�Ao AN m� 6w Fai�E08p)06M pMU PEPMaFLCN6dEHr i 1u'G 3: ;Ci] I psrwaprafxnpAwrAoewcu vewm[powuave®n - -t _ 11-'�f-'r` IcPncenR+auwrpraa•�PAF vaoaagnoEvema+ — wwnpvaaosm�r FA4RIOINPAVF9 POKIYAY/JMYPY I -- .— I „m" .—exprwwAe«oFarw � � -- — mrApAnimcrwmbnre:ueA[c i9 .WAFPFWWNEBbPHYEIEC I -- riFpFEK'WPYEIR • � Wr10NCF EG.ANBIf .BFINVM1�V TOR PropeAy Of.' 9NAwwmr T. A. Newbold Miller, LLC ` PARCEL ID 5.0053-0048 \ i pswox vNmvnw]ncernave .--- — _--- +12 rocayscwFvertanArrwttw _ �, ars�nasvr I 75-FTESTU8RINE cxxF.w.Nams SHORELINEAEC _ _ _ _ _ --__ 9l drvuq.e.Nee non.eum]ar.bswwr�.m,n, L.]gg9.��aj Mgy�p,.Aa%.etl9arn I \ y .ivy—. \ ktamebnendedefmnYa Poryukamfmyea, � � ��ry� \ I NGCENRbNWikKSNp.eNeom APSEaNpoFd I \.--.--.--.--. am.x nmmeecNa n;revmn. zi a.aeekmrwmAMo ®T 3 0.FT PUBLIC TRUST w�wmmHnami ba.. SHORELINEAEC '—'----•----- I 3)(bp. We W1]SM1MP.6a.N.6Cn,4r.A4 M1ji4 hWbY. yd4A1dP8DN. &Cn h1TNe 6M ace., kc,wklwkatlbn.mw.§Nleradub � � 1 naomml.aNro;2a.nma.dmN�rvesnmmenr SAN.P.s.ox eC ,4e Ntbm ¢n-vA khff ly poem k T. A lbnlaN A9M1e. LLL KHbn m�iM k I PERoumuus wvER 1 APPROVED North Carolina Envlronmental ' Management Commission Division at Water Resources IYN]pHnitlbwOCN, NCOEU, MiN LL4AWE NO "VI. oA= ,aNmw oawmn srAAw Jl.vodlhvlmy Date 212.i 2fi�l 1.3 MILES TO NEAREST LAND - us.e".o�"Ncnwe R��TTm� T.A NEWEOLDNIILLER,LLO SHORELINE PROMENTNB PIER �— —� DEVELOPMENT auSmoTmc; SHOREl1NEDEVELOPMEN]MODIFICATIONS -50' - a S0' 100' 200' 300' '� a. kmulaE aenwwaxa: SCALE: linch = 50It I OB-042413-002 SHEET ] OF.W It RE-4 .d2419 Received SCALE: I inch = 50 It I �0 Qa0e1�e 'SUTTON 2 NOX I I I I I I North arolin EEnnviVroment I Management Commission, I I Division of Waler Resources Date C — Permit# % oa��C �Z/N`cq�CS� `\ I Property Dt miter,LLC I T. A. Newbold I PARCEL IDS-0053-0049 I 1 I 90'X52.5'HRICK I `— aaRouiM4NSRrcEa .—--- --- --- \ I DWELLING I I E81 \\ 1.3 MILES TO NEAREST LAND I \\ _ _ PI.'W'A. EOBLLM('/OP.1M1 PBWIiIIU torreovsw „e.,,.m.,,� o®rvnocnea+nEprw —.--. wWarnpianlwwlew�mwlsc 19GN4EBmVPPSENpR4�'61FC lOpW65CVIPd3R �� - - B�TIWIWEACNWBR •OfTIfM.gY1IPN � µwS.VNpYIA0fO0E11E5�E +12 T(PWERp18YEMFIN'�RNW�LI ® TMXYIXGEIipM n ESGBHMVB.'1 40=11 SHORELINEOEVELOPMENT MODIFICATIONS 0S-042413.1 SHEET 8 OF Si tl Property Of.. ' ' I USGS M6N. ! / / T. A. Newbold Miller, LLC ,4 "SOTTO 2 NO.2'� / PARCEL ID 5-0053-0048 I ' I � / 90'X52.5'BRICK ® DWELLING 1 I � I SyOq�G�r `ryUSGS MON 'SUTTON2"/I 400 sIBoathouse with 2 Boat Lifts, 384 sfPlatform, & 2 Piles for Mooring, or Boat lift at 3rd Boat Slip Existing Pile -3.3 ft (PERMITTED DEVELOPMENT) -50, or oaeona.uren I�m[o�awer0 —. H�FOPLXIfM O+hL vemnanoes.Wee+t ownmarsLWFJIorWpNa PxWosEooevoiwrt �mxnrvnooa�oesvrarrt Lonsaea �nwNweucnamreu,v.>:ecc _—.. — )9UYAF3IIIIIMEBCPHPfOEC — 1Wortvwmemn - . mrrouWearw�va — — w�rxmaxr� - __,_ awuwraml . INMO[Uw/,um FSErF . +12 1W WEK.NFVH1fflNAiM I I ® rnx�rg�Pw o PFAQUfMANSRNER 17 omvmosartreaem� esumya.�anawaa u. 4S W. mywe � n wa, zr. zm. me e� wmwwn..eow. rmm o-e wrvwiw romry ca EBB NmB!RtNtrnEv/eaam.amLeneFsaxapon� 1.3 MILESTO NEARESTLAND NAPPuROwf EDl brvlIoanta n of wateOrResoLu�O s Date Reconstructed Derelict Pier/Plafform (PERMITTED DEVELOPMENT) SCALE: 1 inch = 50 it 200' Received 8GG 3 l t01? om SHORELINE OEVELOPMENTMODIFIOATIONS W.N2C13-M SHEETS OF trll HistoricaNArcheologicaf Site perNC Office of Archives B History (Reference Pg 53) FA i -50' 0' 60' 100' 200' 300, SCALE: linch=50ft I I I I I Property Of. T. A. Newbold Miller, LLC PARCEL !O 5-0053-0048- / / I 7SFTESTUA8(NE/ APP.RED North Carolina vlronmental Management Commiseton Oiviston of Wafer Resources Cate 5 /c,-_ z _—_20_(j__,_ PennitR�3-7t�,li. PEROUIMANSRI R L Received E� 1:Ju 5 i (P• 1.3MILESTONEARESTLANO I PNfP(�O6VUf/J M'L) FfAY111E➢OE141[PWrt onrmeRl EuaeroroPaERPan P�un�rn®ar I�MPPft(WS®CE48QFM1 ID1�HA^ PMPr WE — — — - .bCNMF.dLlM4fNDI1fiNF/�EC M'GMM1E4NNW£OtliSiWEIl1.' — TpPC�F3GGH8if . - ®ItOYOFE6YAF1Pir! — _ _ .enK.xmrnaa ��swuaraasr MIpO1l W0!/0.COFW Fl1E0FE +12 wo Eecw� mma ,wc ®AA 1PANY' V.91 ML A 1®BYd21f11( FE U W-U2413-002 SNEET10oP Wn � _ . _ . _ EN° ElIE MNnblbm9•,N, i�-i /� Property Of / / / 2.8#,rFo T. A. Newbold Miller, LLC / / PIER 4: _ armare°°u,°u°Avu PARCEL ID 5-0053-0048 / iNE AEO 5 / 4 0 sfBoathouse 'th PQ8°^®0F"'°PeB1 ORS 2 Boat Offs, 384 sfP12ffOm7, & 2 Piles for Moodng or caAm+°w%°iElTbrro°From.P 7RUS1 'Aso-, 3rd p7 PUBLIC Boatat Boat Slip 30 � \ \ (PERMITTED DEVELOPMENT) 1°Tnomrvm SFjOR � i''- ' V � Fl61M111LAVF9 XYIXiAYAT£WPT _._. _. _. ._. _. ' �`• � / " P — — • — — - ]vvauwetnTmbFswm�irtNc =/�/ / �� IBWlAE51VMnE9tlE3PEFR / IOGMESfMPIBl1 {-'y(/ / / / 6]ITCY fFEFlAV1VNf • / �4FTMV CWImN / /./ BN.VPFOESf / /' '�^µ7t'.�' W`YWW`Y e°11Vfllw'W F#AOK VNVI/NUEOCEInHIlE NN-- ry� • PEROUIMANSRNfR i/ � +1'2 ippOiEg,++rvptgaugAky \�wy Q U.m9ubibFl!! • E� ceasvmEFp] oFNVEaAtN015] 110'r`a'g'b'�'s�6o"'avrvr•mAwanAwaw.li, ueegcglweonewe�]i,]°m.aw can is MILES TO NEAREST LAND MmNEIMeweWeOan CYPiryubmmtang06. _ ISO@dLiNIXY1RY9eaa,odMnCi9Nbpol:b � d1Ae NveOre mYLYlD11, �— Y) IbPmiMn:O PiWm+mF/Wml mNfu 0 ]t L°p,M13N 1%FSALP.iON.6C°.Nc.NtlOtls emM1: TM nuwl9bNepmvlyd SAMPS.ON. } 6C°.bc,aMb MlseeEMMmNT4tnbndNe i UNW SWei wCdlmm�'vba.11mTlmtb 16y� IAmeumd, JY:ON W. a eemN b �F faM1Yn by" APPROVED ir.INtM. MNseWlmMlbn cauNM eanPsoN.n o,mcv e�m�lb m . North Carolina Environmental q°reae bT.ANmt°b WGar,LLG WRWAC iu:UYPmIW6NGIX'N.NCOEO.WMPaN4i.L0S Management Commission 1"°�°P"semwn Division Of Water Resources Date 5/,Z—_20 11 W PEVWON I ONE 1 .'=" oi:ehwopmm11 r d vet QI=IQ11 Permit# I).-r[,I., Vt rrAhm SAXPSOXWOP" uMW TDLE9 T.A. NEWBOLD MRLER,LLCnam SHORELINE PROTECTIONS PIER DEVELOPMENT MVINGI ' SHORELINEDEVELOPMENT MODIFICATIONS i Retie I8�3 _so' 0' 59 109 200' Sao, 1.{:�i ��il 6CNP: NIMt'tlW Y'M111111r— 6 Ml: SCALE: tlnch=50 f1 08-043413.032 cam- SHEETIIOFNII omm Jt. -_ R013O1AU:08-Oe]ei] Received DCN�EC 50, loop zoo' 300' �ez— ��D =9 0 �- -4- SCALE: linch 50 ft t APPROVED North Carolina Environmental Martagernant Commimlon Dly1slon of Water Resources Date 6i IL- 20 1'7 +12 Perfn1t# (E) A GG, PEROUMbWSRWER .Dm.g ftUSMIOE =ESS> 1.3 MILES TO NEAREST LAND R-WEETTLILT.&NEWSOLDMILLER.I.I.0 SHORELINE PROTECTION& PIER -2.8 fi DEVELOPMENT Property Ot PIER 4: T. A. Newbold Miller LLC f SHOREUMEDEVELOPMENTMODIFICKr]ONS PARCEL to 5-0053-0048 T� �.-�AEC , 5 4 0 sf Boathouse A _, '5 th 2 Best Lifts, 384 &FRIallom, & To Piles r r W-042113-OD2 TRUS 2 Piles for Mooring or SHEET120F IZ M` 0 t Lill I UBLIG . Aec' - Boat Lift at 3rd Boat SUP PERMITTED D IRE PERMffrED DEVELOPMENT) -�O-Wgt 11.\ --.- Coastal Management ENVIRONMENTAL OUALITV September 8, 2017 MEMORANDUM TO: Tim Walton, Director State Property Office RECEIVED SEP 14 2017 DOA STATE PROPERTY OFRC ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON C. DAVIS Director FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09/29/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: s agency has no objection to the project as proposed. Oil This agency has no comment on the proposed project. Fari4t � CeS' 9oc! �ip� 1`11 ra This agency approves of the project only if the recommended changes are Pie Y _ �jvw incorporated. See attached. (git`M-a� This agency objects to the project for reasons described in the attached comments. SIGNED \ DATE RECEIVED SEP 21 2017 �!'NothingCompares , /►,A {� State of North Carolina I Environmental Quality I Coastal Management DC M ^ — v� `�� H EU -`� Y TY 401 S. Griffin St., Ste 300I Elisabeth City, NC 27909 252-264-39011252-331-2951 [fail Coastal Management ENVIRONMENTAL QUALITY September 8, 2017 TO: Charlan Owens, District Planner Division of Coastal Management ROY COOPER Go mor MICHAEL S. REGAN Seorernty BRAXTON C. DAVIS Director FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09/29/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached SIGN:%/�..' DATE -<"Nothing Compares State of Noah Carolina I Environmental Quality I Coastal Management 401 S. Griffin St., Ste 3001 Dizabeth City, NC 27909 252-264-39011252-331-2951 [ful • 2(- ( RECEIVED SEP 2 5 2017 DCM- MHD CITY ROY COOPER Governor MICHAEL S. REGAN secretary Coastal Management BRAXTON C. DaV�IS ENVIRONMENTAL QUALITY TO: Gregg Bodnar, Major Permits Processing Coordinator Division of Coast Management FROM: Charlan Owen ICP, NE District Planner Division of Coas al Management SUBJECT: Major Permit Modification Request (CAMA Major Permit #26-14) by T. A. Newbold Miller, LLC to install three (3) sections of riprap totaling 2,297 linear feet with a base width of 12 feet and a height of 6 feet and realign a previously approved pier/platform/boathouse facility, along the Perquimans River; at a property located at the terminus of Bundy's Road (SR#1301), off Old Neck, in Perquimans County. DATE: September 21, 2017 Consistency Determination: The request is consistent with/not in conflict with the Perquimans County / Town of Hertford / Town of Winfall Land Use Plan (LUP) certified by the CRC on February 10, 2016, as amended through April 26, 2017. Overview: The subject property consists of a 586.7 acre tract and a 4.57 acre lot with a combined 8,074 linear feet of shoreline along the Perquimans River and 6,804 linear feet of shoreline along Sutton's Creek. Approximately 241 acres of Upland is utilized for agricultural purposes, 261 acres is Uplands forest, and 60 acres along Sutton's Creek is considered Swamp Forest, likely comprised of Section 404 Wetlands. Section 404 wetlands are located along an existing drainage ditch entering the river on the west side of the property. Private roads are used to access managed pine forest and deer stands for hunting. The project area is located along the shoreline of the Perquimans River. A prominent erosion escarpment exists along natural shoreline areas, with an estimated erosion rate of .9 feet per year between 2013 and 2017. The shoreline is irregular with severe scalloping in these areas and numerous fallen trees are located along the shoreline. Elevations along the escarpment range from 5 to 16 feet above Normal Water Level (NWL). Existing shoreline improvements consist of three (3) sections of bulkhead totaling 5,509 linear feet and remnant pilings from a pier and platform that was damaged in 2003 by Hurricane Isabel. The project area along the shoreline is located within Floodzone AE. CAMA Major Permit 26-14 authorized installation of 6,013 linear feet of bulkhead and four (4) pier/platform/boathouse facilities along the Perquimans River. To date, one (1) pier/platform/boathouse facility and approximately 3,481 linear feet of bulkhead have been installed, leaving 2,565 linear feet of unprotected shoreline along the Perquimans River. Nothing Compares RECEIVED SEP 2 5 2017 State of North Carolina I Environmental Quality I Coastal Management Elizabeth City Office 1 401 South Grif(m Street, Suite 300 1 Elizabeth City. North Carolina 2�'' rr77``yy���� t■�� ii-���t� 2522643901 —--_YY��—HiF"D I North Carolina Department of Environmental Quality Division of Coastal Management MEMORANDUM Page 2 of 7 Installation of three (3) sections of riprap totaling 2,297 linear feet with abase width of 12 feet and a height of 6 feet and realignment of a previously approved pier/plafform/boathouse facility are proposed. Riprap will be placed landward of NWL. The escarpment will be sloped to an elevation of approximately 6 feet above NWL to accommodate a 2:1 riprap slope. Riprap will also be extended 40 feet along a connecting ditch bank. Sedimentation and erosion control will be provided during construction. Disturbed upland areas will be seeded once land disturbance is complete. The pier/platform/boathouse facility will be installed 18 feet from the riparian line to the northwest rather than the 17 feet originally proposed. The waters of the Perquimans River are classified as "Joint" and S13 in this area and are closed to shellfish harvesting. Water depths average 3 feet at a distance of 155 feet offshore. The water body width ranges from 1.4 miles across the river to .2 mile at the mouth of Sutton's Creek. Submerged Aquatic Vegetation (SAV) has been known to inhabit the water bottom near the property. Presence and density of SAV is subject to temperature, salinity and seasonal storm activity. No vegetation was found along the shoreline of the subject property. The subject property is located within the Old Neck Historic District. Per the application, there are three (3) historic/archaeological sites at the subject property. None of the sites are within the project area. Anticipated Impacts resulting from this modification are expected to include: the filling of .64 acre of Estuarine Shoreline Area of Environmental Concern (AEC) and the grading 1,920 sq. ft. of Estuarine Shoreline AEC, and; the shading of 144 sq. ft. of Public Trust Area/Estuarine Waters AEC. Basis for Determination: The subject property is designated primarily as "Residential Agricultural" with a small area of "Residential" on the Perquimans County Future Land Use Map (FLUM). "Designated conservation/open space areas" are also included within the project area. As indicated on Page IX-34 "(t)he precise location of protected/regulated areas that have a conservation or open space connotation such as coastal wetlands, estuarine waters, estuarine shoreline, public trust areas, and Section 404 wetlands must generally be determined by field investigation on a case by case basis. These areas, scattered throughout the County and generally found along creeks and rivers, are not individually identified on the future land use map." The following LUP policies may be applicable to this request. Public Access: Policy PA #7, Page IX-6. "Perquimans County, Hertford, and Winfall shall continue to provide for the diverse recreational needs of the permanent and seasonal populations by supporting the design and construction of waterfront areas in a manner that balances water access needs with the protection of fragile natural resources." RECEIVED Nothing Compares_ SEP 2 5 2017 State of North Carolina I Environmental Quality l Coastal Management QCM- MHD CITY Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 2790 252 264 3901 North Carolina Department of Environmental Quality Division of Coastal Management MEMORANDUM Page 3 of 7 Policy PA #8, Page IX-7. "Perquimans County, Hertford, and Winfall support the provision of permanent moorings in the area to provide safe and efficient docking and boat storage opportunities to local residents." Land Use Compatibility: Policy LUC #14, Page IX-9. "Perquimans County, Hertford, and Winfall will encourage land use proposals which will have no negative impact on historic, cultural and/or archaeological resources in the County or its towns. Proposals shall be reviewed through applicable local review processes, as well as through the Historic Preservation Commission and the State Historic Preservation Office." Natural Hazard Area: Policy NHA #1, Page IX-13. "Perquimans County, Hertford, and Winfall support conserving the natural resources and fragile environments that provide protection from natural hazards such as floods and storm surges." Policy NHA #2, Page IX-13. "Perquimans County, Hertford, and Winfall support minimizing the threat to life, property, and natural resources that may result from land use and development within or adjacent to identified natural hazard areas." Policy NHA #3, Page IX-13. "Perquimans County, Hertford, and Winfall will continue to coordinate all development within the special flood hazard area with the Planning and Inspections Department, NC Division of Coastal Management, FEMA, and the U.S. Army Corps of Engineers." Policy NHA #8, Pages IX-13 and IX-14. "Perquimans County, Hertford, and Winfall shall maintain flood damage prevention requirements that: Nothing Compares� `� ? .2 5 2017 State of North Carolina I Environmental Quality I Coastal Management Elizabeth City Office 1 401 South Griffin Street Suite 300 1 Elizabeth City, North Carolina — ��rl 11 AHD C hpe 252 264 3901 rl it North Carolina Department of Environmental Quality MEMORANDUM Division of Coastal Management Page 4 of 7 • control the alteration of natural floodplains, stream channels, and natural and protective barriers which are involved in the accommodation of floodwaters, • control filling, grading, dredging and other development which may increase erosion of flood damage; and, • prevent or regulate the construction of flood barriers which will unnaturally divert floodwaters or which may increase flood hazards to other lands." Policy NHA #9, Page IX-14. "Perquimans County, Hertford, and Winfall support the CAMA development permit process for estuarine shoreline areas and the requisite development standards which encourage both shoreline stabilization and facilitation of proper drainage." Policy NHA #12, Page IX-14. "Perquimans County, Hertford, and Winfall will allow development and redevelopment within special flood hazard areas subject to the provisions and requirements of the National Flood Insurance Program, CAMA regulations, and the County's floodplain ordinance." Water Quality: Policy WQ #3, Page IX-15. "Because Perquimans County, Hertford, and Winfall will coordinate the approval of local land development projects with applicable State agencies to ensure compliance with regulations to prevent or control non -point source discharges." Policy WQ #5, Page IX-15. "Perquimans County, Hertford, and Winfall shall establish and/or maintain requirements that, to the extent practicable, all development shall conform to the natural contours of the land and natural and pre-existing man-made drainage ways shall remain undisturbed. All developments shall be provided with a drainage system that is adequate to prevent the undue retention of surface water on the development site. No surface water may be channeled or directed into a sanitary sewer. Whenever practicable, the drainage system of a development shall coordinate with and connect to the drainage systems or drainage ways on surrounding properties or roads. All developments shall be constructed and maintained so that adjacent properties are not RECEIVED Nothing Compares_ SEP 2 5 2017 State of North Carolina I Environmental Quality I Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City. North Carolina 27909 2522643901 DCM- MHD Cli North Carolina Department of Environmental Quality Division of Coastal Management MEMORANDUM Page 5 of 7 unreasonably burdened with surface waters as a result of such developments." Policy WQ #9, Pages IX-15 and IX-16. "Because of water quality concerns, only limited construction will be allowed within a landward buffer (provided in accordance with locally adopted best management practices) of the mean high water mark on subdivision lots which adjoin the Little River, Perquimans River, Yeopim River, the Albemarle Sound, or their impounded waters and tributaries. The landward buffer shall not contain any buildings or related structure, such as decks, paved patios, or utility sheds. The primary use of the area is the growth of natural vegetation such as a grassed lawn. The only structure permissible within the waterfront set -back area is an elevated pier of wood construction constructed to provide access to the water. On -site septic systems and nitrification lines are also prohibited from the required setback area. The locations of buildings or related structures, such as decks, paved patios, or utility sheds in new developments shall be subject to the more or less stringent provisions of any applicable State law." Policy WQ #10, Page IX-16. "Perquimans County, Hertford, and Winfall, in order to minimize sedimentation and erosion, shall require that all development maintain a vegetated buffer along each side of a stream or natural drainage way. The vegetated buffer shall remain undisturbed except as may be necessary to accommodate roads, utilities and their easements, pedestrian paths and their easements and approved water -dependent uses such as marinas, docks, piers, boat ramps and bridges. In cases which the buffer may not be practical or desirable, the Board of Adjustment may consider a special exception if it finds that an acceptable alternative means of handling storm water can be achieved without maintaining a vegetated buffer." Areas of Environmental Concern: Policy AEC #1, Page IX-16. "Perquimans County, Hertford, and Winfall support State and Federal law regarding land use and development in Areas of Environmental Concern." RECEIVED SEP 2 5 2017 DCM- MHD CITY Nothing Compares_ State of North Carolina I Environmental Quality I Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 252 264 3901 North Carolina Department of Environmental Quality Division of Coastal Management MEMORANDUM Page 6 of 7 Policy AEC #2, Page IX-16. "Perquimans County, Hertford, and Winfall will permit, within AEC, those land uses which conform to the general use standards of the North Carolina Administrative Code (15 NCAC 7H) for development within the estuarine system. Generally, only those uses which are water -dependent will be permitted in coastal wetlands, estuarine waters, and public trust areas. Examples of permitted water -dependent uses included utility easements, docks, boat ramps, bulkheads, dredging, bridges and bridge approaches, revetments, culverts, groins, navigational aids, mooring pilings, navigational channels, simple access channels, and drainage ditches." Local Areas of Concern: Policy LAC #9, Page IX-18 and IX-19. "Perquimans County, Hertford, and Winfall will adopt and enforce ordinances and procedures to regulate land use, development, and redevelopment and support applicable State and Federal laws and regulations regarding building, land uses and development in areas of environmental concern to help preserve, protect, and enhance the Perquimans River, Little River, Yeopim River, and Albemarle Sound. Perquimans County and its towns support continued management of these shorelines and their attendant wetlands and shores to protect and preserve the natural resources of the water and shoreline, relying primarily on the Division of Coastal Management's permitting and enforcement program of the State's Coastal Area Management Act (CAMA), the Dredge and Fill Law, and the Federal Coastal Zone Management Act of 1972 in designated areas of Areas of Environmental Concern (AEC)..." Policy LAC #11, Page IX-19. "Perquimans County, Hertford, and Winfall will work to adopt and apply development policies to require additional setback areas and landscaping and vegetative buffers that balance protection of natural resources and fragile areas with residential and economic (commercial and industrial) development and minimize threats to life, property, and natural resources resulting from development located in or adjacent to hazard areas, such as those subject to erosion, high winds, storm surge, or flooding." Policy LAC #13, Page IX-19. "Perquimans County, Hertford, and Winfall support conserving the natural and cultural resources for recreational enjoyment." RECEIVED Nothing Compares� State of North Carolina I Environmental Quality l Coastal Management SEP 25. 2017 Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 2522643901 DCM- MHn �.m. North Carolina Department of Environmental Quality MEMORANDUM Division of Coastal Management Page 7 of 7 Policy LAC #22, Page IX-21. "Perquimans County, Hertford, and Winfall support State and Federal programs which lead to improvements of the quality of life of area residents and lessen the burdens of local government such as: highway construction and maintenance, channel maintenance, aviation enhancement, environmental protection, education, health and human services." 6RFECFi1 i _- SEP 2 5 2017 Nothing Compares_ State of North Carolina I Environmental Quality I Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 252 264 3901 Coastal Management ENVIRONMENTAL QUALITY September 8, 2017 TO: Maria Tripp Dunn NC Wildlife Resources Commission ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON C. DAVIS Utrecior FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Thomas A. N. Miller 4 SEP 2017 RECFj� VED "�=ftatlOon Project Location: End of Bundy Road (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project and return this form by 09/29/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-3901. When appropriate, in-depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED ��^wt �..1 I DATE 17 - 9-D - 73I } RECEIVED !''Nothing Compares SEP 2 5 2017 State of North Carolina 1 Eavarmunental Quality 1 Coastal Management 401 S. Griffin St., Ste 3001 Elizabeth City, NC 27909 DC M- M H D CITY 252-264-39011252-331-2951 [fax] Coastal Management ENVIRONMENTAL QUALITY September8, 2017 MEMORANDUM TO: FROM: SUBJECT: Applicant: Project Location: ROY COOPER Governor MICHAEL S. REGAN Sec elary BRAXTON C. DAYIS Director SEF 14.2017 Renee Gledhill -Early NC Department of Cultural Resources Doug,Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management ER 1-1- 1734 CAMA Permit Application Review 4 Thomas A. N. Miller Due.- q!a T End of Bund)sRoad (SR#1301) off Old Neck in Perquimans County Proposed Project: Place riprap along shoreline and realign a previous approved pier, boathouse, platform and two boat lifts. Please indicate below your agency's position or viewpoint on the proposed project.and return this form by 09/29/17 to 400 Commerce Avenue Morehead City, NC 28557 (fax: 252=247-3330). If you have any questions regarding the proposed project, please contact Lynn Mathis at (252) 264-390.1. When appropriate, in-depth comments with supporting data, are requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE A -'^-^Nothing Compares.-,-,_ @ P 1 5 2017 State of North Carolina I Environmcnta) Quality I CmIal Nwagemeut o7 • 401 S. Griffin St., Ste 3001Elizabeth City, NC 27909 252-264-39011252-331-2951 [fax] Bodnar, Gregg From: Bland, Raleigh W CIV CESAW CESAD (US) <Raleigh.W.Bland@usace.army.mil> Sent: Tuesday, October 31, 2017 7:21 AM To: Bodnar, Gregg Subject: [External] Comments CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to report.spam@nc.gov. T.A. Newbold Miller, LLC SAW 2017-01996 PGP 198000291 Roger Peck SAW 2017-02059 PGP 198000291 Pungo River Farms, LLC Hope these help!!!!! Thanks! V/R SAW 2017-01997 PGP 198000291 Raleigh W. Bland, P.W.S. Regulatory Project Manager U.S. Army Corps of Engineers Washington Regulatory Field Office 2407 W. Sth Street Washington, North Carolina 27889 910-251-4564 October 31, 2017 October 31, 2017 October 31, 2017 1 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: T. A. Newbold Miller, LLC 2. LOCATION OF PROJECT SITE: The property is located at the end of Bundy's Road (SR #1301), off Old Neck, in Perquimans County, North Carolina. Photo Index: 2006: Partial coverage: 161-6829 A2-5, B5&6, C6-8, D8,E8,F8-10 2000: 1601757 R11- 13, S1-3, S7-11, S14-16, T4-6, T17 160.178 R17-24 1995: 160-1646 Q17&18, R15-17, R18-22, S14- 16, S2-8, T9-11 1989: 1 18.7 H4-13, 11-3, 114&15, 114-22 1 18.8 H5&6, H14-22, 17-9, 112&13, 123&24 1984: 116-810 13 14, Q172 116.811: P13, P23&24, Q13-17, Q20-22, R17-19 LATITUDE: 36° 10'17.87" N LONGITUDE: 76° 22' 13.77"W 3, INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit(s): 09/7/2017 Was Applicant Present: No 5. PROCESSING PROCEDURE: Application Received Complete: September6, 2017 Office: Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan: Perquimans County LUP Land Classification: Agricultural RECEIVED (B) AEC(s) Involved: ES (C) Water Dependent: Yes SEP 112017 (D) Intended Use: Private and Commercial (E) Wastewater Treatment: Existing: One septic System DCM- MHD CITY Planned: None (F) Type of Structures: Existing: Three sections of bulkheading, one storage/farm building, one camper, gravel access road, and one dwelling. Planned: Riprap in lieu of approved bulkheading and the realignment of an approved pier, platform, boathouse, and two boatlifts. (G) Estimated Annual Rate of Erosion: .9'between 2013 and 2017 per applicant's agent 7. HABITAT DESCRIPTION: [AREA] nRFnrFD FILLED Graded (A) Vegetated Wetlands (B) Non -Vegetated Wetlands: (C) High Ground: Riprap:—28,044sf 1,920.7sf (D) Total Area Disturbed: 67,953.6sf (1.56 acres) net increase of 1,920.7sf from the original permit (E) Primary Nursery Area: No (F) Water Classification: SB Open: No B. PROJECT SUMMARY: The applicant would like to modify an existing Major CAMA Permit #26-14 to place riprap along 2,297' of shoreline and realign a previously approved pier, boathouse, platform and two boat lifts; on the northwest side of the subject properties. A. T. A. Newbold Miller, LLC Field Investigation Report Page 2 Project Setting The applicant's property is located at the end of Bundy's Road (SR 1301), adjacent to the Perquimans River and Sutton's Creek, in Perquimans County, North Carolina. The property consists of two tracts totaling 591.27 acres with approximately 8,074' of shoreline along the Perquimans River. The first tract consists of 4.57 acres with approximately 700' of shoreline, with 425' of existing vinyl bulkhead. The second tract consists of 586.7 acres with approximately 7,374' of shoreline along the Perquimans River, with two sections of existing bulkheading totaling 1,047'. A prominent escarpment exists along the property where erosion control structures have not been constructed, with an estimated annual erosion rate of .9' per year between 2013 and 2017, according the applicant's agent. The shoreline is irregular with numerous fallen trees along the shoreline. Elevations along the escarpment are between 5' and 12' above normal water level and extend as far back as 24' from normal water level (NWL). Structures on the two tracts are limited to three sections of bulkhead, one residence, a storage bam, and a camper. Located adjacent to the residence along the Perquimans River area some remnant pilings from a pier and platform that were severely damaged in 2003 by Hurricane Isabel. No repairs were made to the pier or plafform and it was eventually destroyed by the storms and wave action. Primary land uses include commercial farming of the cleared land and sylviculture in the upland wooded areas on the north side of the property. There are approximately 60 acres of forested wetlands along the eastern shoreline abutting Sutton's Creek, well outside of the project area. To the west, along the shoreline of the Perquimans River is Billy's Beach, a residential subdivision, and to the north along Sutton's Creek is a private boat landing and farm land. Two residential subdivisions are located on the opposite shore at the mouth of Sutton's Creek. vegetation along the shoreline escarpment includes, but is not limited to, loblolly pine (Pins taeda), tulip poplar LU C31dodendron tuliprfera) white oak (Quercus alba), bald cypress (Taxodium disfichum), black gum (Nyssa sylvatica), > N Cgroundsel tree (Bacchans halimffolia), red maple (Ater rubrum), sweet gum (Liquidambar styraciflua), carolina 31psmine (Gelsemium sempervirens), cat brier (Smilaxrotundrfolia), elder (Iva fndescens), common reed (Phragm#es U Mustralis), switch cane (Arundinarfa tecta), poison ivy (Toxicodendron radicans), and a variety of domestic grasses. LLI LLJ ` aquatic vegetation has been known to inhabit the water bottom near the property in question. Presence gfuiemerged getation and density is subject to temperature, salinity and seasonal storm activity. Severe storms such as Hurricanes Isabel, Irene and Sandy over the past ten years, along with an increase in salinity, has resulted in a transition in species and density. Prior to Hurricane Isabel high densities of milfoil could be found along the shallow waters of the Perquimans River. Those densities have not been seen since Hurricane Isabel. No vegetation was found along the shoreline of the subject property. The water bottom along the applicant's property consists of a fine sand substrate with a gentle slope. Waterdepths average 3' at a distance of 155' offshore. Adjacent piers along the same shoreline vary from 45' to 195' in length. Erosion is evident along the unprotected shoreline of the applicant's property creating a severe erosion escarpment. Numerous cypress trees dot the shoreline along the water's edge, both living and dead. The water body width along applicant's property and the Perquimans River is approximately 1.4 miles, and .2 miles at the mouth of Sutton's Creek. Tides within the Perquimans River are wind driven. The waters of the Perquimans River, adjacent to the applicant's property are classified a "Joint" and are therefore Estuarine Waters. T. A. Newbold Miller, LLC Field Investigation Report Page 3 The applicant's property is located within the Old Neck Historic District. According to the application submitted there are three historic sites listed on the applicant's property. However, staff could only verify two sites: Pq 53 and Pq 54 on the Hertford Quadrangle Map. While Pq 53 is very close, neither of the identified sites are within the proposed project area. Archeological report has been submitted with the application. The applicant received approval to construct 6,013' of bulkhead along three contiguous properties on the Perquimans River. To date -3,481 of shoreline has been completed, leaving -2,565' of unprotected shoreline. In addition, only one pier and platform has been constructed to date (this was the reconstruction of a remnant pier located on the southeast side of the existing dwelling). Development Proposal Rbnlp: The original CAMA Major permit issued authorized 6,013' of bulkhead along the Perquimans River. The applicant would like to modify the approved permit and use riprap along three sections measuring 1,579', 675' and 4T (around a small area of wetlands located at the entrance of large ditch) on the northwest end of the property previously approve for bulkheading. In addition, to the 43' along the river, the applicant proposes to extend the riprap up the dich bank for -40'. The placement of riprap would be landward of normal water level with a base width of 12,' and result in a slight shortening of the alignment from 2,565' to 2,297' along the river. The placement of riprap landward of NWL will result in a reduction of previously approved shallow water bottom impacts by-5,130sf, while high ground disturbance will total of 1.56 acres (67,954 square feet) and result in-1,920.7sf of high ground disturbance. The escarpment will be sloped to an elevation -6' above NWL to accommodate a 1:2 riprap slope. Existing elevations gong the shoreline within the project area vary from 5' to 16' above NWL. Toe original permit estimated land disturbance to be a total of 4.2 acres (182,952sf). The current modification would nsult in 1.56 acres of disturbance along 2,297 of shoreline resulting in a net change of -1,920.7sf of landward dsturbance (as noted above). Per System: The applicant proposes to realign an approved pier, platform, boathouse and associated mooring facilities on the northwest end of the property (adjacent to the Edward Bunch property). The original approved site vas -1 T from the adjacent riparian line measured at the bulkhead and at the waterward end of the structure. The nodified location request would place the pier 95' from the adjacent property along the bulkhead and 18' from the rparian line on the waterward end. No other changes are being requested. There are no requested changes to Lading impact already approved by CAMA Major Permit #26-14. Inticipated Impacts i ) Placement of the riprap will result in reduction in vegetation density and diversity along the existing shoreline. 2) Placement of riprap will include the removal of fallen trees along the shoreline, reducing natural cover and shallow water habitat for frnfish. 3) Placement of riprap will result in a net increase of landward disturbance by 1,920sf. 4) Placement of riprap will result in rock fill along 28,044sf of shoreline. t UV E D 5) Shallow water bottom fill will be reduced by - 5,130sf. SEP 112017 Submitted by: Lynn Mathis late: September 7, 2017 DCM- li ND CITY S.A.M.P.S.O.N. and Company Marine Construction And Environmental Consulting; Services „ , rn�n_ 126 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA Tel: 262 331 2447 — Fax: 866 793 4261 permitsosampsonmarine.com www.sampsonmarine.com PROJECT NARRATIVE IN SUPPORT OF REQUEST FOR MAJOR MODIFICATION TO MAJOR PERMIT 26-14 DATED: ON24/2014 Received Revised 08/30/2017 SEP 0 f 2017 APPLICANT: T. A. Newbold Miller, LLC D ME C PROJECT: Shoreline Protection and Boat Docking Facilities LOCATION: Perquimans County, North Carolina; at eastern terminus of NC State Route 1301, "Bundy's Road" Directions: From Edenton, NC, proceed north and east on US 17 through Hertford and across bridge over Perquimans River to the next traffic signal at New Hope Road Turn east (right) on New Hope Road and travel 0.8 miles to first right at Old Neck Road. Proceed 1.7 miles to Bundy Road and turn right. Continue down Bundy Road for 0.3 miles. This point is the intersection of Bundy Road with the westernmost property line of the project area. This property line runs in a northeast -southwest direction, and the intersection with Bundy road lies approximately 0.5 miles north of the project shoreline. Continuing down the road for another 0.8 miles, first executing a right 90 degree bend, followed by a left 90 degree bend places one at a point approximately 250 feet northeast of the subject shoreline. This point of the shoreline lies approximately 1500 feet from the southwest corner of the project shoreline, and approximately 4300 feet from the southeast terminus of the proposed bulkhead, near the mouth of Sutton Creek. SITE: Description: The project area consists of two tracts of land. The first tract is listed as a 586.70 acre tract, owned by T. A. Newbold Miller, LLC, and identified on Perquimans County Records by PARCEL ID 5-0052-0048 and PIN 7869- 53-0758. The second tract is listed as a 4.57 acre tract, owned by T. A. Newbold Miller, LLC, and identified on Perquimans County Records by PARCEL ID 5-0053-0048A and PIN 7869-42-8389. The total area of the two tracts, according to Perquimans County is 501.27 acres. The northeast comer of the smaller of the two tracts lies adjacent to the terminus of the RECEIVED direction supplied above. SEP 11 Z017 The combined shoreline of the two tracts along the Perquimans River is )CM- MHp CITY 8,009 feet. This number is derived from GPS points acquired at Normal Water Level (NWL) on 5/1/2013. The shoreline of the larger of the two tracts along Sutton Creek is 6804 feet. This number is derived from the shoreline depicted on a survey of Josiah A. Webb, III, L-2989, signed on March 21, 2006. Approximately 241 acres of the combined tracts is currently being utilized for agricultural purposes, and is regarded as Uplands. Approximately 321 acres is forested, of which approximately 261 acres is considered to be uplands. Approximately 60 acres is considered Swamp Forest. This Swamp forest that adjoins Sutton Creek, would, from NC CREWS data, likely comprise most of the 404 wetlands on the property. Three of the Swamp Forest acres He within, and are surrounded by, a managed pinewood forest. The forested areas are suitable for silviculture. There is evidence of logging operation having taken place in the past, and the newer growth away from the Swamp Forest awaits thinning and maturity for harvest. There is another approximately 29 acres of uplands that transition in elevation down to the NWL along the Perquimans River. This area supports trees and two isolated buildings, including one residential structure. Adjoining Development: Immediately adjoining these tracts, northwest along the Perquimans River, is a waterfront residential community, with most properties having shorelines protected from erosion with bulkheads, and many of which have piers, platforms and boathouses in various stages of repair and functionality. The pier on the first adjoining property to the northwest appears to be the longest, and measures approximately 155 feet. Immediately north along Sutton Creek, is a large agricultural and forested parcel with no indication of development other than the portion of the parcel under cultivation, and two piers and a makeshift boathouse just north of the boundary on Suttons Creek. The following parcel to the north along Sutton Creek is an agricultural and forested parcel with one residential structure along New Hope Road, but no indication of any development along the water of Sutton Creek. Across the mouth of Sutton Creek lie the subdivision of Sutton Creek and Sutton Landing, where uplands adjoining the shoreline have been protected by riprap and some bulkheads. A number of piers exist along this shoreline. Erosion: Erosion is readily discernable along the shorelines of both the Perquimans River and along Sutton Creek where the shoreline has not been stabilized by constructed bulkheads. Noticeable erosion along Sutton Creek exists near the mouth of the Creek, but is not readily discernable as one proceeds north, where the creek is bordered by swamp forest. Along the shoreline of �EIVED the Perquimans River, where the shoreline protection by bulkhead was RE authorized by this Permit, 1.8 acres of upland were lost to erosion, as SEP 11 N17 measured by comparing the shoreline depicted on the survey of Josiah A. Webb, III, of March 21, 2006, and the shoreline established by GPS points D Cl-�*en on 5/1/2013. This constituted an average loss of 12.7 feet along the Dc! �H Page 2 of 13 Received 0 li 2017 DC API -EC 6181 feet of unprotected shoreline over the course of 7 years, or an average annual loss of 1.8 feet per year. For purposes of this Modification request, a comparison of the shoreline established by GPS points on 5/1/2017 with a shoreline established by GPS points on 3/23/2017 shows ongoing erosion in the areas where bulkhead construction has not yet been completed. The extent of erosion varies widely along the stretch of unprotected shoreline, but a total of 1.1 acres has been lost between the above dates. This constitutes an average loss of 3.6 feet along approximately 1850 feet of unprotected shoreline over the course of 3.8 years, or an average of 0.9 feet per year. Some accretion is noticeable along this unprotected shoreline of the Perquimans River where the erosion process has calved large areas of the high embankment down into the river. These areas are likely of a transient nature, and will be lost through the process of ongoing high water levels and associated waves. The shoreline along the Perquimans is a high energy shoreline where winds cross an open fetch of water ranging from approximately 5 miles when blowing from the southwest, to approximately 4 miles when blowing from the northwest. Winds out of the southeast blow across approximately 0.4 miles of open water. This shoreline is sheltered by land when winds range from the southeast, counter -clockwise, to the northwest. Soils: Information available from the USDA indicates two hydric soil types exist: Chowan Silt Loam (CO), and Roanoke Silt Loam (Ro). These soil types comprise approximately 19 acres and 280 acres, respectively. The Chowan Silt Loam exists in three non-contiguous small areas along Suttons Creek, in areas referred to as Swamp Forest by NC DENR Wetlands GIS. The Roanoke Silt Loam exists in the north, and west -central areas now under cultivation for agricultural purposes, and within the majority of the forested area now under silviculture activities. This Roanoke Silt Loam is bordered along its eastern boundary by two strips of Yeopim A and Yeopim B (non- hydric) soils to the west of Suttons Creek, separating the Roanoke Silt Loam from the Chowan Silt Loam that is found along Sutton Creek in the Swamp Forest area. The soil in the area of proposed development along the Perquiman River is classified in its entirety as Yeopim A soil. There is a small segment (approximately 7 acres) in the permitted area of development along the !V ED mouth of Sutton Creek that is classified as Altavista Fine Sandy Loam, a RECE non-hydric soil. SEP 11 Z017 Hydrology The hydrology of the project area varies significantly. The areas having DCM- MHO CITY Yeopim A and Yeopim B soils are 18 to 72 inches above the water table, Page 3 of 13 I depending on the water table level. The area having Altivista Fine Sandy Loam soil is 18 to 30 inches above the water table under normal conditions. The area having Roanoke Silt Loam is normally 0 to 12 inches above the water table, and the areas with Chowan Silt Loam soils are normally 0 to 6 inches above the water table. The significantly higher elevations of the tracts along the Perquimans River, which exhibits Yeopim A soil, and along the mouth of Suttons Creek, which exhibits Altivista Fine Sandy Loam soil, suggest the normal water table probably lies 5 to 6 feet below the surface. The area that exhibits Roanoke Silt Loam, under agriculture and silviculture activities, has been ditched and drained, and this suggests that the normal water table probably lies 1 to 3 feet below the surface. Some of the drainage from these tracts is conveyed to the Perquimans River through ditches, and some of the drainage is conveyed by ditches to the Swamp Forest areas along Suttons Creek. It appears that some natural drainage occurs from within the silviculture area to the lower elevation Swamp Forest pocket that is surrounded by the managed pine forest. The Normal Water Level of Buttons Creek and the Perquimans River appears, from vegetative growth visible on bulkheads and tree buttress/root mats, to vary by 12 to 16 inches in response to seasonal wind direction. Strong, sustained, seasonal winds likely cause temporary excursions of the water level two to three feet above and below the Normal Water Level. Section 404 Wetlands: A 404 wetland delineation has not been conducted for these tracts. However, an assessment has been made for the presence of any such wetlands within the area where the shoreline protection development is proposed. No evidence of 404 wetlands existing within the proposed development area was observed, with the exception of where the existing drainage ditch enters the Perquimans River near the northwest corner of Parcel ID 5-0053-0048A. This area is now proposed to have shoreline protection by means of riprap placement, and the riprap alignment is proposed to be kept landward of, or stop short of these 404 wetlands. Without question, 404 wetlands do exist along the shoreline of Sutton Creek in the areas identified by NC Wetlands GIS Mapping as Swamp Forest, with the corresponding hydric Chowan Silt Loam soil, but no effort was made to delineate the extent of such wetlands. Dominant canopy trees in the 404 wetlands areas can be seen to include bald cypress (Taxodium distichum), red maple (Acer rubrum), and swamp blackgum (Nyssa sylvatica var. biflora). Lower wetland vegetation was noted to include wax myrtle (Myrica cerifera), loblolly-bay (Gordonia lasianthus), and giant cane (Arundinaria gigantea). RECEIVED SEp 11 ZOV Page 4ofl3 MHD CITY DCM- ecelved tii P 0 6 700 Coastal Wetlands: NI-ECDC Coastal, wetlands were searched for on the property within the area where the shoreline protection development is proposed, and none were found. Just beyond a distance of 500 feet from the mouth of Suttons Creek 4 distinct clumps of Typha were observed. No attempt was made to determine whether coastal wetlands may co -exist with 404 wetlands farther north along Suttons Creek. Uplands: Upland vegetation is typical for agriculture and silviculture activites. Areas under agriculture cultivation consist, depending on annual planting, of soy beans, corn and wheat. Areas under silviculture consist predominantly of Loblolly pine (Pins taeda). Other areas not under cultivation include White oak (Quercus alba), Sweet gum (Liquidambar styraciflua) and Yellow poplar (Liriodendron tulipifera). Waters: The waters, from a line across the Perquimans River from Barrow Point to Ferry Point down to the Albemarle Sound, are classified by NC Division of Water Quality as SB waters. This includes the waters along the project site. These waters are outside any primary or secondary nursery areas. The waters along the project site adjoining the Perquimans River are joint waters subject to the jurisdiction of both the NC Marine Fisheries Commission and the Wildlife Resources Commission. The waters of Sutton Creek, interior of the mouth are Inland Waters and subject to the jurisdiction of the Wildlife Resources Commission. None of the waters adjoining these tracts are designated as an Anadromous Fish Spawning area. However, all of these waters adjoining the project site are included within the Striped Bass and Herring Management Areas. These waters have been designated by the NC Shellfish Sanitation Commission to be prolubited areas for shellfish harvesting. Submerged Aquatic Vegetation: In that this Permit seeks only limited in -water development (4 new piers) no specific effort was made to assess the entire nearshore areas for SAV. However, when the GPS points for the shoreline were taken on 5/1/2013, no presence of SAV was observed in any location. 71f?ll %�� j/I�t td9 In the areas where the four new piers are proposed, additional investigation -S j7hJF for the presence of SAV was conducted on 09/12/2013. The proposed footprints, and areas to approximately 20 feet to the sides, for the four t�xl(✓6 "�`'� i°t�A/ piers, boathouses and platforms was waded, examined visually and raked to CL11 S�7G chi identify presence of any SAV. RECEIVED For the alignments of Pier I and Pier 2, no SAV were detected out from the SEP 11 2017 shoreline for a distance of approximately 50 feet. From 50 feet offshore to a distance of approximately 160 feet offshore, intermittent clumps of plants 111!: D CITY Page 5of13 approximately 6 inches in diameter, were detected, corresponding to a density consistent with SAV terminology of Sparse to Very Sparse. For the alignment of Pier 3, no SAV were detected out from the shoreline for a distance of approximately 120 feet. Similarly no SAV were detected between distances from approximately 130 feet to 160 feet offshore. Within the band of the footprint between 120 feet and 130 feet, two strands of SAV were detected, corresponding to a density consistent with SAV terminology of Very Sparse to Non -Existent. For the alignment of Pier 4, no SAV were detected out from the shoreline for a distance of approximately 50 feet. Similarly no SAV were detected between distances from approximately 90 feet to 160 feet offshore. Within the band of the footprint between 50 feet and 90 feet, isolated small clumps of plants approximately 3 inches in diameter, were detected, corresponding to a density consistent with SAV terminology of Very Sparse. Total area for impact of SAV associated with the four proposed docking structures has been calculated to be less than 10 square feet. Historical -Archaeological: Three Historical/Archaeological sites are indicated on the location maps retained by the NC Division of Coastal Management. These appear on Maps D64 and H67 for the Hertford, NC NW/4 Hertford 15' Quandrangle, N3607.5 — W7622.5/7.5 of 1982, DMA 5756 I1I NW -Series V842. These hand -drawn locations on the above maps have been approximately located on site drawings submitted for this project. Two indications are located very near the northeast boundary of the subject property, along Sutton Creek. These indications are referenced on the above maps to "Pg 54." A third indication is located just to the east of the "brick residential structure." None of these sites are located within the area of proposed development. As part of the original Major Permit Process, the NC Department of Cultural Resources' Office of Archives and History (NCDCR-OAH) required a professional archaeological assessment. This was performed by New South Associates and a copy of what was provided to, and accepted by NCDCE-OAH, is provided with this application. In response to expressed concerns by NCDCR-OAH, the identified areas of interest have not been depicted on the drawings submitted with this application The determination by New South Associates, and confirmed by NCDCR-OAH, guided the design of areas of land disturbance in the shoreline protection area and were incorporated into the approved Erosion and Sedimentation Control Plan. These determination will similarly guide any changes in areas of land disturbance associated with a change from bulkhead to riprap protection, and will be incorporated int D to the Erosion and Sedimentation Control Plan. , -�ft Page 6 of 13 S 1- P .-k 1 2017 [)CM.. MHD CITY Received SMies of Concern: DCI M-EFive vertebrate species of concern are listed by the US Fish and Wildlife Service, and one vascular plant in Perquimans County. Two of the vertebrate species are listed as Endangered. These are the Atlantic sturgeon (Acipenser oxyrinchus) and the West Indian manatee (Trichechus manatus). These species could be present in this area, but no reports of any sightings were found. Two of the vertebrate species are listed as Federal Species of Concern. These are the American eel (Anguilla rostrata) and the Rafinesque's big -eared bat (Corynorhinus rafinesquii). These species could be present in this area, but no reports of any sightings were found. One of the vertebrate species listed is the Bald eagle (Haliaeetus leucocephalus). This specie is known to be present in the area, and one report of recent sighting was found. Recent site visits again did not reveal any nesting habitat for this specie in the area of proposed development. The vascular plant listed is Raven's boxseed (Ludwigia ravenii), and is classified as a Federal Species of Concern. This plant was not observed during the site evaluation and its typical habitat of peat soils and bogs make it unlikely that it exists within the area of proposed development. It is unlikely that the proposed development will have any impacts on the identified species of concern. DEVELOPMENT: This project, in addition to the proposed shoreline erosion control bulkhead and riprap, includes proposed development of four separate boat docking facilities within waters of the State of North Carolina, including attachment to State bottom beneath the waters. The project as proposed is in compliance with the N. C. environmental Policy Act (N.C.G.S. 113A 1- 10). Existine (Not Subiect to CAMA Permits, Permitted. Annroved or Previous Approved Development): NC Division of Coastal Management (DCM) General Permits, #30139A, #30290A and #60444A, authorized a total of 1500 feet of bulkhead. A total of 1458 feet of bulkhead has been constructed in three separate sections along- the shoreline. One section is on Parcel ID 5-0053-0048A, and two sections are on Parcel ID 5-0053-0048. A significant portion of the development authorized by DCM Major Permit RECEIVED 26-14 has been completed. This includes the repair of the existing derelict pier near the brick residential structure, the placement of 18 pilings for the SEP 1 1 2017 northernmost authorized pier, and the construction of a substantial portion of the authorized bulkhead. Under Permit 26-14, only 663 feet of this DCM MHD CITY Previously Approved and Permitted bulkhead remains to be constructed (excluding the shoreline proposed by this modification to now receive protection by placement of riprap). Page 7 of 13 Other existing development includes one residential structure, one storage building, and a duck pond with associated spoil pile. The drip line of the residential brick structure has recently been increased to approximately 4725 square feet as a result of ongoing expansion/alterations. This has resulted in the encroachment of 98 square feet of the brick structure and open wooden deck porch into the Estuarine Shoreline AEC, 67 feet water - ward of the Normal Water Level. This recent work would be acceptable under the Single Family Residence Exemption Demolished brick and concrete block associated with this alteration was stockpiled for use as bulkhead backfill in an area near the shoreline approximately 985 south of the driveway to the residential structure. This occupied an area of approximately 800 square feet. This has since been included as backfill for the permitted bulkhead along this portion of the shoreline. The storage shed at the southern turn in Bundy Road is approximately 1935 square feet. The duck pond occupies an area of 0.49 acres, and the associated spoil pile occupies 0.23 acres. Along the bulkheaded shoreline in the vicinity of the brick residential structure, a derelict pier and platform structure existed. The derelict pier/platform extended approximately 110 feet into the Perquimans River, and the platform was approximately 240 square feet. It was proposed to reconstruct this pier/platform for use as a swimming and fishing platform, with no vessel mooring and this reconstruction is now completed. One derelict pile existed just to the north of the derelict pier and has been removed. Two derelict piles exist just water -ward of the northern extent of the shoreline on PARCEL ID 5-0052-0048. Infrastructure includes a gravel -base improved roadbed of approximately .75 miles (Bundy Road), and an approximately 0.5 mile extension of Bundy Road with a graded soil surface reaching to the brick residential structure, and extending on to the south, terminating approximately 200 feet to the north of proposed Pier 4. Approximately 1480 square feet of this road have been recently repaired, located approximately 800 feet south of the brick residential dwelling driveway, including the replacement of a collapsed culvert. Other lesser improved vehicular access -ways exist along the perimeters of agriculture fields and providing access to and within the silviculture area. Other infrastructure includes power and telephone utilities roughly paralleling Bundy Road, and continuing on to the residential structure. VED In addition a considerable length of agriculture and silviculture ditching exists, providing drainage to the property. y 2017 Currently, approximately 3 acres of the two parcels are devoted to the DCM. t�AHD CITY location of a residence (the brick residential structure). At present this Page 8 of 13 I S� r C iDt7 leaves 588.27 acres on the combination of the two parcels for utilization for non-residential purposes. At present there is no intent to increase the area ®(� -EC on the parcels for residential use. It is possible, in the future, that three additional residences will be sought in the vicinity of proposed Piers 1, 2, and 4. If such future development is sought, utilization on the combination of the two parcels for non-residential purposes would likely not drop below 578 acres. Permitted Development as Part of Permit 26-14 (not vet constructed): Four aMarate docking facilities: • Pier number 1 is located on the now bulkheaded shoreline (Permitted Development) of the 4.57 acres of PARCEL ID 5-0053- 0048A, near the northeast corner of the property. The proposed length is 155 feet, and will include a platform of 384 square feet, a boathouse of 400 square feet, and 3 boat slips (1 open with 2 mooring piles, and 2 within the boathouse). Each boat slip will be provided with a boatlift. The location of this pier has been changed since the application for Permit26-14, and it now lies 18 feet away from the riparian line. Eighteen pilings have currently been placed for this pier. • Pier number 2 is located on the existing bulkheaded shoreline (Previously Approved Development) near the metal storage structure on PARCEL ID 5-0052-0048. The proposed length is 155 feet, and will include a platform of 384 square feet, a boathouse of 400 square feet, and 3 boat slips (l open with 2 mooring piles and 2 within the boathouse). Each boat slip will be provided with a boatlift. • Pier number 3 is also located on the existing bulkheaded shoreline (Previously Approved Development) near the brick residential structure on PARCEL ID 5-0052-0048. The proposed length is 155 feet, and will include a platform of 384 square feet, a boathouse of 400 square feet, and 3 boat slips (1 open and 2 within the boathouse). Each boat slip will be provided with a boatlift. • Pier number 4 is also located on the now bulkheaded shoreline (Permitted Development) near the mouth of Suttons Creek on PARCEL ID 5-0052-0048. The proposed length is 155 feet, and will include a platform of 384 square feet, a boathouse of 400 square feet, and 3 boat slips (1 open and 2 within the boathouse). Each boat slip will be provided with a boatlift. RECEIVED Bulkhead: SEP 11 Z017 Four individual sections of bulkhead were permitted under CAMA Major Permit 26-14. One section has been completed in its entirety A � J M H D C ITY (section nearest Sutton Creek from brick residential structure to 500-ft of bulkhead permitted under General Permit A60444). The section of bulkhead, extending from the brick residential structure to the previously existing and permitted bulkhead near the steel storage shed, Page 9 of 13 f a length of 3,481-ft, has now had 1,046-ft constructed. Of the remaining 2,435-ft of Previously Approved Development of this section of shoreline, 1,796-ft is now proposed for riprap shoreline protection, and 63941 of shoreline protection will continue to be constructed as bulkhead, extending from its current northern terminus. The northern section of bulkhead from the parcel boundary to wetlands along the drainage ditch, a length of 946-ft, has now had 249-ft constructed. The remaining 697-ft is now proposed for riprap shoreline protection. The short 72-ft section of bulkhead to the south of the drainage ditch is now proposed for riprap shoreline protection The 639-ft section of bulkhead, which is Previously Approved Development, discussed in the above paragraph, will be constructed in conformance with the alignment approved by CAMA Major Permit 26- 14. Proposed Development Under Modification: Rinran in lieu of Permitted Development of Bulkhead: A total of 2,565-ft of already permitted shoreline protection bulkhead is proposed to be replaced with riprap for shoreline protection. The change in the shoreline through erosion, and the proposed alignment of the riprap along this changed shoreline now total 2,297-ft. The longest of three separate sections, 1,579-ft, is proposed to begin at the end of the bulkhead remaining to be constructed, which is located approximately 1,230-ft to the southeast of the metal shed building. The shortest section, 43-ft, is located near the terminus of the bulkhead where the drainage creek reaches the Perquimans river, approximately 500-ft to the northwest of the metal shed building. The third section, 675-ft, begins on the north side of the drainage creek and continues along the shoreline until meeting the end of the constructed bulkhead to the northwest. Other than in the vicinity of the shortest section of proposed riprap, there exists a steep escarpment, which rises nearly vertically from the Normal Water Level (NWL). Elevations at the top of the escarpment vary from 5-ft to 16-ft, with most of the escarpment top in excess of 10 feet above NWL. Where the top of the escarpment is higher than +6-ft (NWL), it is intended to place the riprap on a slope of 1:2 (rising 1-ft for 2-ft of ����E® horizontal distance) until an elevation of +6-ft (NWL) is reached ' `� Landward of the top of the riprap, the uplands will be graded on a slope S '' 1 1 2017 no steeper than 1:3, extended to a distance where the upland elevation is reached. Slope of riprap may vary from 1:1.5 to 1:3, depending on DC€vi- NIHD CITY terrain. Where the top of the escarpment is less than +6-ft (NWL), it is proposed to place the riprap approximately 12-ft landward of the Page 10 of 13 Received -5R U 6 7017 � * bottom of the slope, and, if needed, grade at a 1:3 slope to the D � E i maximum elevation of adjoining uplands. UTILITIES Wastewater: Wastewater treatment on parcel with the brick residential structure is managed with a septic tank and leach field. Potable Water: Potable water on the parcel with the by an individual well. brick residential structure is provided Power and Telephone: Both Telephone and Power utilities are now buried along Bundy Road. Power utilities extend to the storage shed on PARCEL ID 5-0053-0048A and to the brick residential structure on PARCEL ID 5-0053-0048. Telephone utilities extend to the brick residential structure on PARCEL ID 5-0053-0048. IMPACTS Project development under this Permit Modification application seeks no new impervious surface. Overall project development involves the following impacts: Piers. Platforms and Boathouses No change in impacts. Bulkhead • Potential fill of the waters of the Perquimans River exists where the bulkhead alignment may be staked at places water -ward of the NWL to achieve straight sections of bulkheads as a result of shoreline irregularities. The amount of this fill cannot be estimated until such time as the alignment is staked by DCM. However, there exists no specific interest in recapturing areas lost to erosion in the vicinity of the proposed bulkhead. Impact Change: Reduced by 42.7%. (Permitted 6013 ft; Mod 3448- ft) • Upland land disturbance extends approximately 30 feet landward of RF the bulkhead alignment. These upland areas will be graded on a slope down to the bulkhead. For the remaining section of proposed SEP 11 20�� bulkhead, a total of approximately 0.4 Acres will be disturbed, which was included in the total area of disturbance of the Permit MD cl 26-14 application. Impact Change: Reduced by 42.6% (Permitted 4.2 acres; Mod 2.4 acres) • Driving of pilings and sheet -piles will result in minor, temporary acoustic shocks within the water column. Page 11 of 13 r Impact Change: Reduced by 42.7% • Driving of pilings and sheet -piles will result in minor, temporary turbidity in the water column. Impact Change: Reduced by 42.7% Rrorao • Potential fill of the waters of the Perquimans River with riprap is precluded by siting the riprap alignments landward and above NWL, and the riprap will have an underlayment of filter cloth. • Upland land disturbance extends approximately 30 feet landward of the top toe of the riprap alignment. These upland areas will be graded on a slope down to the top of the riprap alignment, and seeded after grading. Total disturbed area is 1.56 acres. Impact Change: Increase in Disturbed Area by 1.56 acres; net change in Disturbed Area considering reduction in Bulkhead disturbance: 0.23 acres less disturbance, or reduced by 5.4% Access Access, as required by all land use regulations, is available through the site to the Areas of Environmental Concern in the vicinity of the proposed development without crossing any Section of404 wetlands. AVOIDANCE AND MINIMIZATION Applicant seeks to provide boat use and mooring capacity for these parcels, with one located on the smaller (northern) parcel, and three located on the larger parcel. Location and alignment of these structures has been selected based on no observed presence of SAV beds, but both location and alignment can be shifted to avoid SAV beds if present at the time of structure construction. Shading impacts are minimized by keeping pier width, and boathouse and platform areas to not exceed that allowed under the Rules of the Coastal Resources Commission under General Permits. Applicant seeks to provide erosion protection along the unprotected shoreline adjoining the Perquimans River through the construction of pile - supported wooden, and/or vinyl sheet -pile bulkheads and riprap structures. For the remaining bulkhead section, sedimentation and erosion control during construction will be provided by construction sequence, with bulkhead construction being completed along each section of shoreline prior to disturbance of adjoining uplands to provide backfill. In addition, construction of bulkheads will include the placement of filter cloth along the landward side of the bulkhead structures, extending landward a RECEIVED minimum of 6 feet from the exposed bottom of the bulkhead. Stabilization SEP 11 2017 of adjoining uplands will be addressed by providing seeding of the disturbed areas at the completion of the land disturbance. DCM- MHD CITY Page 12 of 13 SEY 0 6 2017 For the lengths of shoreline proposed for erosion protection through the use DMEC of riprap structures, the area of the riprap will be under -laid by filter cloth at the conclusion of slope preparation. Re-establishment of vegetation of adjoining uplands will be addressed by providing seeding of the disturbed areas at the completion of land disturbance. REVISED: August 30, 2017 BY: Theodore J. Sampson RECEIVED SEP 11 2017 DCM- MHD CITY Page 13 of 13 S.A.M.P.S.O.N. and Company Marine Construction And Environmental Consulting Services 126 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA Tel: 252 331 2447 — Fax: 866 793 4261 ipermitsCsampsonmarinexorn www.sampsonmarine.com ReCeived S 2017 CERTIFIED MAIL — RETURN RECEIPT REQUESTED C,ii(: T l C RECEIVED August 14, 2017 Calvin M. and Lela W. Bundy SEP 112017 170 Bundys Road Hertford, NC27944 DCM- MHD CITY Re: T. A. Newbold Miller, LLC's waterfront development, at terminus of Bundy Road, Perquimans County, North Carolina Dear Mr. and Mrs. Bundy: Our company has been retained by T. A. Newbold Miller, LLC, riparian neighbor to the property owned by you (Parcel ID 5-0052-0046, PIN 7869-44-1158) located to the north and south of 170 Bundys Road in Perquimans County, NC. T. A. Newbold Miller, LLC seeks to undertake development on their property otherwise described as Parcel ID 5-0052-0048, PIN 7869-53-0758, which abuts the Perquimans River and Sutton's Creek. T. A. Newbold Miller, LLC has asked us to make application for the needed permits for their proposed development on their property. You have previously received notification of the proposed development, which was summarized as follows: • Provide shoreline erosion protection along the property fronting on the Perquimans River by construction of bulkhead structures, and • Provide four water access piers with boathouse, boat lift, boat slips and platforms along the Pergmmans River. This notification is required because of the intent to modify the proposed development to utilize riprap for a portion of the shoreline stabilization, which was previously authorized for protection by the State through the construction of a bulkhead. The NC Division of Coastal Management (NCDCM) has required that this change be addressed as a major modification, which necessitates a new notification of the riparian property owners. This modification which is being sought does not change the location of any of the previously approved and permitted shoreline protection; it seeks only the change from a bulkhead to riprap. The overall development activities are depicted on the enclosed site drawings. As an adjacent riparian neighbor to the development location, the CAMA Permit process requires that we notify you by Certified Mail of the proposed project. This provides you with the opportunity to advise the NC Division of Coastal Management of whether you have any comments relating to the proposed work. Landowners have 30 days from the date of notification in which to comment. Such comments will be considered by the Department in reaching a final decision on the application. T. A. Newbold Miller, LLC is seeking this Permit to preserve the existing shoreline of this property along the Perquimans River, and to facilitate access to and from the Perquimans River. If you have comments, you can provide those to: NC Division of Coastal Management 401 South Griffin Street, Suite 300 Elizabeth City, NC 27909 If you do have comments, or any other questions, we request that you contact us, before sending your comments to the State so that we may have the opportunity to further clarify the project and/or alleviate any of your concerns. Thank you for your kind attention to this matter. Please feel free to contact me if you have any questions. Sincerely, Ted Sampson Environmental Consultant Encl: (1) NC Division of Coastal Management Application for Major Development, MP -I, MP-2, MP-4 (2) S.A.M.P.S.O.N. and Company Drawing No. 06-042413-002, T. A. NEWBOLD MILLER, LLC Shoreline Protection & Pier Development, Sheets 1-17 Received AUG 19 ?ol? DMEC SEP 11 2011 pCM- MHp CITY S.A.M.P.S.O.N. and Company Marine Construction And Environmental Consulting Services 125 Hunters Trail West, Elizabeth City, North Carolina, 27909 USA Tel: 252 331 2447 — Fax: 666 793 4261 permitsOsampsonmarine.com www.sampsonmarine.com CERTIFIED MAIL — RETURN RECEIPT REQUESTED C. Edward Bundy 170 Bundys Road Hertford, NC 27944 August 14, 2017 Re: T. A. Newbold Miller, LLC's waterfront development, at terminus of Bundy Road, Perquimans County, North Carolina Dear Mr. Bundy: Our company has been retained by T. A. Newbold Miller, LLC, riparian neighbor to the property owned by you (Parcel ID 5-0052-0048B, PIN 7869-32-7978) located at the southeast end of Russell Drive in Perquimans County, NC. T. A. Newbold Miller, LLC seeks to under take development on their property otherwise described as Parcel ID 5-0052-0048, PIN 7869-53-0758, which abuts the Perquimans River and Sutton's Creek. T. A. Newbold Miller, LLC has asked us to make application for the needed permits for their proposed development on their property. You have previously received notification of the proposed development, which was summarized as follows: • Provide shoreline erosion protection along the property fronting on the Perquimans River by construction of bulkhead structures, and • Provide three water access piers with boat slips along the Perquimans River. This notification is required because of the intent to modify the proposed development to utilize riprap for a portion of the shoreline stabilization, which was previously authorized for protection by the State through the construction of a bulkhead. The NC Division of Coastal Management (NCDCM) has required that this change be addressed as a major modification, which necessitates a new notification of the riparian property owners. This modification which is being sought does not change the location of any of the previously approved and permitted shoreline protection; it seeks only the change from a bulkhead to riprap. The overall development activities are depicted on the enclosed site drawings. As an adjacent riparian neighbor to the development location, the CAMA Permit process requires that we notify you by Certified Mail of the proposed project. This provides you with the opportunity to advise the NC Division of Coastal Management of whether you have any comments relating to the proposed work. Landowners have 30 days from the date of notification in which to comment. Such comments will be considered by the Department in reaching a final decision on the application. J sEP 112017 Received DCM- MHD CITY -"`' 1 8 2017 DCM.Fr; T. A. Newbold Miller, LLC is seeking this Permit to preserve the existing shoreline of this property along the Perquimans River, and to facilitate access to and from the Perquimans River. If you have comments, you can provide those to: NC Division of Coastal Management 401 South Griffin Street, Suite 300 Elizabeth City, NC 27909 If you do have comments, or any other questions, we request that you contact us, before sending your comments to the State so that we may have the opportunity to finther clarify the project and/or alleviate any of your concerns. Thank you for your kind attention to this matter. Please feel free to contact me if you have any questions. Sincerely, Ted Sampson Environmental Consultant End: (1) NC Division of Coastal Management Application for Major Development, MP-1, MP-2, MP-4 (2) S.A.M.P.S.O.N. and Company Drawing No. 06-042413-002, T. A. NEWBOLD MILLER, LLC Shoreline Protection & Pier Development, Sheets 1-17 DCOA`EV ,;CEIVED SEP 11 Z017 6zti- MHD CITY m r A ' r � HERI[i'�4. H4 779 4 _ � a aue.e q. .00 S .00 o Irlmre�„wxw � � nouewuxrxrrr- p te,lml+.l,aln aaxwn � rbYIPMIN•B 4w.: $ 09WP r - Edward Bundy o 1 ir. a a." 170 Bundys Road c.i-&iiAWq' Hertford, NC 27989Ij4 1 N- OFF[C3AL USE z Y A � w M O O pw/n Mxy,M 0 O O IWnvuseM�tliM Wn O O Wq� O O �W'—rwP1•M P T S S 11p1R„s-fl'w s _ - :a�'•�16-Edward Bundy 170 Bundys Road Hertford, NC 279Q2ft4 . Conlpwle IMmf,. z a,o+. • RintYwr nture antl pdMcesm Uro revMeO w mnt wa ran mwn tlM caM ro yat. • Ntecl, tlxa uwJ to Me Pxk ofiM mvilp4re Edward Bundy 170 Bundys Road Hertford, NC 27909 wimiltil lilirimimlill mg0W3a 92Si7072444a UWiEU STATES POSTAL $ELYICf ( �I I) p.i.,a Fc Pe,C usn 10 • Sander Please print your name, address, and 21P+40 In this box* S.A,M.P.S.O.N. & COMPANY, INC. HUNTERS WEST ELI cLlZARETH CITY NC 27903 — i _--l!ii II IIpp 9510 9403 0492 5173 7244 43 wi; 1.9 t917 ^L.�`rlifir3^J .." .,� .�� ( t isb(:A �':.,, 4':.0 t9 E SEP 11 2017 DCM- MHD CITY N Y1 N N Derr! 0 F F i C I A L tj Iili� m m aarpk CSI6{MlA T �, H----- -- `s°""� Oalvin M. & Lela W. Bundy 170 Bundys Road r r aro�w I Hertford, NC279PBgy CwgAee Owe 1, 2, OW 3, n W.. ■ P1511fYWr MiT9 a11d MW'S09 g11FNi f049158 x 13� eo tw We CaM1 BUlfn the Ge,d to yw. 0. WnMrcd by 0Hka xrnq I a pMe otkM ■ Attxh INS cord w the bock of lM reeagece. or tin lho hpn Hs4,a�s pamAte.___— J___ _ i. •Nb!e MlQ+reE is �-- p. kd+km eem®6kmev Mnmm 14 %1 Ma Calvin M. & Lela W. Bundy "v2a «a. aeeer rWm.u. nekw ON. 170 Bundys Road Hertford, NC{j2790/9lj $� t'!owrr a,+eaw a.rn ay,ww elW+�.v«R 1161����I@ 959D 940304925173724450 ct!aa �aw»n.amcossor u.w rx.:a�. nc.amwm ac>.weeax.waamorwr ❑reP..a�O,xs¢+x+ PEN. 3911, APO 2016t5NT6260e-=O 3 oo-reetic aelun Fa '' ._ UNITED STATES POSTAL SERVICE 11111 USgPS \c A Sender: Please print your name, address. and ZIP+4° in this box• S.A.M.P.S.O.N. & COMPANY, INC 125 HUNTERS TRAIL WEST ELIZABETH CITY, NC 27909 9590 9403 0492 5173 7244 50 ""I'. ) t� /"' 9 f EIVED S� F 112017 DCM- J;AAD CITY a ■ Complete Items 1, 2, and 3. ■ Print your name and address on the reverse 80 that we can return the card to you. ■ Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Atldreased to: Calvin M. & Lela W. Bundy 1'70 Bundys Road Hertford, NC 27Q iiiiiiiiiiiiiiiiiiiiilli lilt llmillil f!llI 9590 9403 0492 5173 7244 50 2. Article Number ?renster from serv/ce lobe/1 70111 4 34911 0 0001 4367 5525 PS Form 3$11, April 2015 PSN 7530-02-000-9053 ■ Complete items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailplece, or on the front if space nP.I I. Article Addressed to: Edward Bundy 11 0 Bundys Road HIErtford, NC 27909 X ❑ Agent B. Received Addressee y (Printed Name) El D. Date of Delivery D. Is delivery address different from Item 11 ❑ Ye: If YES, enter delivery address below: ❑ No O Adult Signature ❑ Priority Mall Express® ❑ Adult Signature Restricted Delivery MI ❑ Cerhfled Mail® ClCerrifled Mall Restricted Delivery ❑ Reegegglstered wilIl ste Mail Restricted very ❑ Collect on Delivery ❑ Collect on Delivery Restricted ❑ Return Receipt for Merchandise DelNary ' Mail ❑ Signature Confirmation*a Signature Confamaflonary I Mail Restricted Delivery i00) Restricted Delivery Domestic Return Receipt G� Cl Agent B. D. Is delivery address different from Rem 17 ❑ Ye, If YES, enter delivery address below: ❑ No 111111111Iff III II II IIII IF 1111111IN II111111 3. CJ Adice ul"Sign 'a eeflseal, Dell ery ❑ Registered l E pr °steredM,[11- 9590 9403 0492 5173 7244 43 Re Restricted 2. Article Number?ransfer from service /abelJ ❑ Certlfletl Mall gesm0 Delivery ❑ Collect on De livery Collect on Delivery Restricted Delivery p qe Return for Merchandise ❑ Signature = 7 014 3490 0001 4367 5 518 _❑ Mal Mail ConflonI 0 Rea4lcteed Depv� tion Resblcied Delivery 00 PS Form 3$11, April 2015 PSN 7530-02-000-9053 Domestic Return Receipt RECEIVED SEP 112017 DCM- MHD CITY Received uG 3 ? >. a Received This document presented and filed: 061042012 0912.16 AM DONA-EC DEBORAH S. REED, PERQUIMANS COUNTY, NC a Excise Taxi $0.00 PERQUIMANS COUNTY BOOK 400 PAGE 584 (10) LAND TRANSFER -,A.� 402539 RII�II�I�IIIII�II1 A\IUUNT $ A PAID $ Prepared By: Gregory B Cragmpton, Nicholas 6 Crampton PA, PO Box 18237 Raleigh NC 27619 Return To: McCown 6 McCovn PA, 300 Sir Walter Raleigh Street Menteo NC 27954 SPECIAL NON -WARRANTY BANKRUPTCY DEED THIS DEED made the? � day of 2012 between Blue Water Land Development Company, LLC, Chapter 11 Reorganized Debtor, United States Bankruptcy Court, Eastern District of North Carolina, Bankruptcy Case No. 09-00842-8-JRL (Grantor) and T. A. 270 Queens Lane Newbold Miller, LLC,144 Ma(rhb WaY, Palm Beach, Florida 33480, Assignee of Henry N. Griffin, (Grantee). WITNESSETH that Grantor by virtue of the power and authority granted by the United States Bankruptcy Code and pursuant to the terms and conditions of the Order Authorizing Debtor to Sell Real Property Free and Clear of Liens at Public Auction, and for Approval of Auction Bid Procedure entered on February 28, 20 t2, and an Order Approving Er Parte Motion in Aid of Consummation of Confirmed Plan of Reorganization entered on May 15, 2012, copies of which are attached hereto respectively as Exhibits A and B (collectively, the `Bankruptcy Orders'j, and in consideration of the sum of Three Million Three Hundred Thousand and 00/100 Dollars ($3,300,000.00) and other valuable consideration, paid by Grantee, the receipt of which is hereby acknowledged, does hereby grant, convey and release unto the Grantee in fee simple, RECEIVED SEP 112017 DC1V1- MHD CITY BK 400 PG 585 DOC#402539 its hems and assigns forever, all of that certain parcel or tract of land described in the attached Exhibit C, which is fully incorporated herein by reference. Together with the appurtenances and also all the estate which Blue Water Land Development Company, LLC had at the time of the filing of its Petition in Bankruptcy in the United States Bankruptcy Court for the Eastern District of North Carolina, in said premises, and also all the estate therein which Grantor has or has power to convey or dispose oC as Chapter I I Reorganized Debtor in Bankruptcy. To HAVE AND TO HOLD the premises herein granted to the Grantee, its heirs and assigns forever. The Grantor makes no warranty, express or implied, as to title to the property herein above described or its condition, such conveyance being made on an "as is, where is" basis. As provided and authorized in the Bankruptcy Orders, this conveyance is made free and clear of liens, interests and encumbrances, with the transfer of the liens to the net sale proceeds in their respective order of priority as established by the terms of Grantor's Confirmed Plan of Reorganization, and to any easements and restrictions of record. IN WITNESS WHEREOF THE GRANTOR HAS HERE UNTO SET HIS HAND AND SEAL THIS THE DAY AND YEAR FIRST ABOVE WRITTEN. Michael Lam, Manager - Blue Water Land Development Company, LLC, Chapter I 1 Reorganized Debtor United States Bankruptcy Court, Eastern District of North Carolina, Case No. 08-00842.8-JRL WITNESS: RECEIV ID SEP 1121 I ®CM. MHE - L7Y BK 400 PG 586 DOC#402539 NORTH CAROLINA 1ntmL COUNTY L Pww C aeealev a notary public of the county and state aforesaid certify that Michael Lam personally came before me this day and acknowledged that he is the Manager of Blue Water Land Development Company, LLC, Chapter I Reorganized Debtor, United States Bankruptcy Court, Eastern District of North Carolina, Bankruptcy Case No. 08-00842-8-]RL, and that by authority ®ranted by the United States Bankruptcy Code, the foregoing instrument was signed by Michael Lam. WITNFSS MY HAND AND OFFICIAL SEAL, this 31st day of May 2012. C No Public My Commission Expires: 12-10- 4 PE 4TnRY PUBLIC L�= ry N oar10,i01 Received 4UG .18 7017 DC*;E0r SEP 11 2017 DCM- MHD CITY BK 400 PG 587 DOC#402539 Case 08-00842-8-JRL Doc 327 Filed 02/28/12 Entered 02/28/1211:34:44 P 2 EXHIBIT A $O ORDERED. SIGNED this 28 day of February, 2012. a gel 4 J. Rleh Leonard Unked Stales Bankruptcy Judge IN RE: UNITED STATES BANKRUPTCY COURT EASTERN DISTRICT OF NORTH CAROLINA GREENVILLE DIVISION CHAPTER 11 BLUE WATER LAND DEVELOPMENT CASE NO.09.008424WRL COMPANY, LLC, Debtor. ORDER AUTHORIZING DEBTOR TO SELL REAL PROPERTY FREE AND CLEAR OF LIENS AT PUBLIC AUCTION, AND APPROVING AUCTION BID PROCEDURE This matter came on to be heard upon the Amended Motion for Authority to Sell Real Property Free and Clear of Liens at Public Auction, and for Approval of Auction Bid Procedure ("Auction Sale Motion") filed by the reorganized Debtor in the above -referenced Chapter I I case ("Debtor"), pursuant to the provisions of Paragraph 7.5 of the Confirmed Plan, § 105 of the Bankruptcy Cade, and Rule 6004 of the Federal Rules of Bankruptcy Procedure, seeking the entry of an Order authorizing and approving the public auction sale of Debtor's Perquimans County Real Estate, as that term is defined in Paragraph 1.29 of Debtor's Confirmed Plan of Reorganization, free and clear of liens and encumbrances ,and it appearing that such Auction Sale Motion should be allowed, and that the best interests of the Debtor, its creditors and estate will be served by the allowance of the Auction Sale Motion, and for good cause shown, it is THEREFORE ORDERED, ADJUDGED AND DECREED that the Auction Sale Motion be and hereby is allowed. FURTHER ORDERED that the Debtor be and hereby is authorized to sell at public auction certain real property owned by the Debtor consisting of approximately 586.70 acres of real estate located in Parkvillc Township, Perquimans County, North Carolina, MAP # 5-0052- 0048, PIN # 7869-83-0540, which site has frontage on the Perquimans River of about 7600 feet and on Sutton's Creek of about 7I00 feet, and as more particularly described in that Warranty Deed recorded on May 10, 2006 in Book 308, Page 424, Perquimans County Registry (the "Perquimans County Real Estate'. SEP 11 j / A - MHO -�sY BK 400 PG 588 DOC#402539 Case 08-00842-8-JRL Doc 327 Filed 02/28/12 Entered 02/28/12 11:34:44 Page 2 of 2 FURTHER ORDERED that the Debtor be and hereby is authorized to sell at public auction the Perquimans County Real Estate at public auction sale on April 19, 2012, or as otherwise agreed by Debtor and Fox & Associates Partners, Inc. its Tmazon Fox C"franzon Fox") during the week of April 16, 2012, at the location of the Perquimana County Real Estate in Perquimans County, North Carolina, by Tranzon Fox as auctioneer, consistent with the terms of the Tranzon Fox Listing Agreement, which includes a 10% Buyer's Premium procedure and advertising budget. FURTHER ORDERED that the Debtor be and hereby is authorized to sell at public auction the Perquimans County Real Estate, with the transfer of the subject property to be on an "AS IS" basis and by Special Warranty Deed as provided in the Tranzon Fox Listing Agreement, free and clear of liens, interests and encumbrances, with the transfer of the liens to the net sale proceeds in their respective order of priority as established by the terms of the Confirmed Plan, and subject to any easements and restrictions of record not adversely affecting marketability of title. END OF DOCUMENT Received AUG 18 )pp DCM-EC DECEIVED SEP 112017 DCM- MHD CITY BK 400 PG 589 DOC#402539 Case 08-00842-8-JRL Doc 333 Filed 05/15/12 Entered 05/15(12 12:06:34 P 2 EXHIBIT B SO ORDERED. SIGNED We 16 day of May, 2012. � geel ?dox J. Rich Leonard United States Bankruptcy Judge UNITED STATES BANKRUPTCY COURT EASTERN DISTRICT OF NORTH CAROLINA GREENVILLE DIVISION IN RE: CHAPTER 11 BLUE WATER LAND DEVELOPMENT CASE NO.09-009424WRL COMPANY, LLC, Debtor. ORDER APPROVING EX PARTE MOTION IN AID OF CONSUMMATION OF CONFIRMED PLAN OF REORGANIZATION This matter came on to be heard upon the ex Porte Motion in Aid of Consummation of Confinned Plan of Reorganization ("Motion") filed by the Reorganized Debtor in the above - referenced Chapter I I case ("Debtoe), pursuant to (i) I I U.S.C. ¢ 103, (ii) decretal paragraph I I of the June 26, 2009 Order Confirming Plan ("To the extent consistent with the terms of 28 U.S.C. § 1334, this Court retains jurisdiction over this case with respect to the interpretation and implementation of the terms and conditions of this Order and the Modified Plan."); and (ii) the Retention of Jurisdiction provisions in Article I of the Debtor's Chapter I 1 Plan of Reorganization, as amended and confirmed (the "Confirmed Plan"), seeking the entry of an Order in aid of consummation of the Plan (i) approving and authorizing the Agreement for Purchase and Sale of Real Property dated April 19, 2012 between Blue Water Land Development Company, LLC, as Seller, and Henry N. Griffin and/or assigns, as Buyer (the "Agreement'), which Agreement resulted from the Public Auction authorized by this Court's February 28, 2012 Order on a free and clear of liens, "as is, where is" basis, and (ii) authorizing and approving (a) auctioneer commission to Tranzon Fox (which is subject to an agreed split with Harrell & Associates, Buyer's qualified, cooperating real estate broker), and (b) reimbursement of out of pocket marketing expenses incurred and advanced by Tranzon Fox, and it appearing that the Motion should be allowed on an ex parte basis, and for good cause shown, it is THEREFORE ORDERED, ADJUDGED AND DECREED that the Motion be and hereby is allowed. f-C'E6VED 5FP 11 2017 DCM- MHD CITY BK 400 PG 590 DOC#402539 Case 08-00842-8-JRL Doc 333 Filed 05/15/12 Entered 05/15/12 12:06:34 Page 2 of 2 FURTHER ORDERED that the Agreement for Purchase and Sale of Real Property dated April 19, 2012 between Blue Water Land Development Company, LLC, as Seller, and Henry N. Griffin and/or assigns, as Buyer (the "Agreement), which Agreement resulted from the Public Auction authorized by this Court's February 28, 2012 Order on a free and clear of liens, "as is, where is" basis, and approving and authorizing the transfer of title to Debtor's Perqu mans County Real Estate pursuant to the Agreement is hereby approved and authorized. FURTHER ORDF,RED that the repayment at Closing to Tranzon Fox of $23,711.30 of out of pocket costs paid by the Auction Firm to third parties for advertising and other costs associated with the auction sale is hereby approved and authorized. FURTHER ORDERED that the payment of Auctioneer commission at Closing in the amount of $149,000.00 to Tanzoa Fox, as calculated on the collected Purchase Price (which commission is subject to an agreed split with Harrell & Associates, Buyer's qualified, cooperating real estate broker) is hereby approved and authorized. END OF DOCUMENT C DM -EC RECEIVED SEP 11 2017 DCM- MHD CITY BK 400 PG 591 DOC#402539 EXHIBIT C Real Property consisting of approximately 586.70 acres located in Parkville Township, Perquimans County, North Carolina, MAP #5-0052-0048, PIN #7869-83-0540, as more particularly described in that Warranty Deed recorded on May 10, 2006 in Book 308, Page 424, Pexquimans County Registry: BEOD04ING AT A POINT MARKED BY A SET PK NAIL AT THE TERMINUS OF THE CENTERLINE OF NC STATE ROAD 1301(BUNDY S ROAD 60 FT/ R/W) WHICH POINT OF BEGINNING IS FURTHER LOCATED THE FOLLOWING COURSE AND DISTANCE FROM A SET PK NAIL AT THE POINT OF INTERSECTION OF CENTERLINE OF NC STATE ROAD 1363 (BE,LY'S BEACH ROAD) AND THE CENTERLINE OF NC STATE ROAD 1301(BUNDYS ROAD): SOUTH 430 18' 50" EAST 1,002.81 FEET AS MEASURED ALONG THE CENTERLINE OF NC STATE ROAD 1301 TO SAID SET PK NAIL AT THE TERMINUS OF THE CENTERLINE OF NC STATE ROAD 1301 AND BEING THE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING AND SET PK NAIL NORTH 460 05' 00" EAST 30.00 FEET TO A POINT MARKED BY A SET IRON PIN AT THE TERMINUS OF THE NORTH RIGHT OF WAY MARGIN OF NC STATE ROAD 1301; THENCE FROM SAm POINT AND IRON PIN NORTH 460 15' 00" EAST 1,942-00 FEET ALONG THE PROPERTY NOW OR FORMERLY BELONGING TO CALVIN M. BUNDY (DEED BOOK 46, PAGE I AND DEED BOOK 46, PAGE 3A) TO A POINT MARKED BY A SET IRON PIN; THENCE CORNERING, AND FROM SAID POINT AND SET IRON PIN THE FOLLOWING COURSES AND DISTANCES ALONG THE PROPERTY NOW OR FORMERLY BELONGING TO CALVIN M. BUNDY (DEED BOOK 46, PAGE 4 AND DEED BOOK 46 PAGE 14)" SOUTH 68' 00' 00" EAST 1,428.79 FEET TO A POINT MARKED BY A SET IRON PIN; THENCE FROM SAID POINT AND SET IRON PIN SOUTH 680 00' 00" EAST 1,155.17 FEET TO A POINT MARKED BY A SET IRON PIN; THENCE FROM SAE) POINT AND SET IRON PIN SOUTH 680 00' 00" EAST, 590.52 FEET TO A POINT MARKED BY A SET IRON PIN; THENCE FROM SAID POINT AND SET IRON PIN SOUTH 680 00' 00" EAST 252.73 FEET TO A POINT MARKED BY A SET IRON PIPE IN THE WESTERN SHORELINE OF SUTTONS CREEK; THENCE CORNERING, AND FROM SAID SET IRON PIN THE FOLLOWING COURSES AND DISTANCES ALONG THE WEST SHORELINE OF SUTTONS CREEK TO ITS MOUTH AND THE PERQUIv1ANS RIVER; SOUTH 28' 15' 22" EAST, 79.93 FEET, SOUTH 070 44' OS" EAST, 112.99 FEET; SOUTH 460 37 55" WEST,150.93 FEET, SOUTH 320 36' 23" WEST, 93.50 FEET; NORTH 760 36 S4" EAST,158.91 FEET; SOUTH I 45' 24" EAST, 81.42 FEET; NORTH 80' 38' 50" EAST, 115.03 FEET; SOUTH 40" 1 r 52" EAST, 87.42 FEET; SOUTH 20' 27 26" WEST, 291.10 FEET; SOUTH 330 24' 40" WEST, 209.00 FEET; SOUTH 310 28' 33" EAST, 122.95 FEET, SOUTH 490 4T 28" EAST, 240.16 FEET; SOUTH 08" 24' 45" WEST,168.53 FEET; SOUTH 190 15' 35" EAST, 152.98 FEET; SOUTH I 29' 07" WEST, 136.55 FEET; SOUTH 120 33' 53" EAST, 75.65 FEET; SOUTH 110 42' 39" WEST,107.66 FEET; SOUTH 20' 49 03" WEST, 152.00 FEET; SOUTH 050 37 49" WEST, 97.06 FEET; SOUTH 04' 44' 38" EAST, 213.64 FEET; SOUTH 06' 38' 01" WEST, 325.69 FEET; SOUTH 310 45' 14" WET, 156.86 FEET; SOUTH 74' 41' 5 V WEST, 258.60 FEET; SOUTH 50016' 48" WEST, 218.16 FEET; SOUTH 260 41' 23" WEST, 208.13 FEET; SOUTH 51' 5T l8" WEST, 69.38 FEET, SOUTH 100 13' 38" WEST, 79.17 FEET; SOUTH 580 46 16" WEST,159.35 FEET, SOUTH 260 21' 22" WEST, 361.22 FEET; SOUTH I20 2Y 04" WEST, 333.69 FEET; RECEIVED SEP 11 2017 DCM- MWEJ CITY BK 400 PG 592 DOC#402539 SOUTH 01' 14' 30" WEST, 94.77 FEET; SOUTH 10° 38' 30" WEST,159.66 FEET; SOUTH 170 4Y 07" EAST, 211.68 FEET; SOUTH 000 21' 27" EAST, 209.30 FEET; SOUTH 160 42' 14" WEST, 235.00 FEET; SOUTH 41' OT 33" WEST, 558.01 FEET; SOUTH 290 27'24" WEST, 99.29 FEET; THENCE FROM SAID POINT IN THE WEST SHORELINE OF SUTTON'S CREEK AT ITS MOUTH AND ALONG THE NORTH SHORELINE OF THE PERQUIMANS RIVER THE FOLLOWINO CDURSES AND DISTANCES: SOUTH 560 23' 03" WEST, 114.22 FEET; NORTH 83" 51' 20" WEST, 113.30 FEET; SOUTH 49' 53' 51" WEST, 42.70 FEET; NORTH, 79° 00' 06' WEST, 49.64 FEET; SOUTH 74' 13' 02" WEST, 158.50 FEET; SOUTH 23' 24' 27" WEST, 60.62 FEET; SOUTH 330 51' 44" WEST, 25.46 FEET; NORTH 53' 35' 42" WEST, 56.96 FEET; NORTH 080 49 29" EAST, 53.30 FEET; NORTH 52' 01' 43" WEST, 66.99 FEET; SOUTH 71° 39 22" WEST, 28.56 FEET; NORTH 210 32' 17" WEST, 26.70 FEET; NORTH 66018' 47" WEST, 120.21 FEET; SOUTH 86' 18' 31" WEST, 178.90 FEET; NORTH 310 05' 15" WEST, 51.59 FEET, NORTH 43' 54.12" WEST,12721 FEET; NORTH 790 56 27" WEST, 61.04 FEET, NORTH 24' IT 27" WEST, 70.93 FEET, NORTH 580 49' 45" WEST, 97.88 FEET, NORTH 810 17 16" WEST, 175.64 FEET; SOUTH 87' 02' 38" WEST,108.64 FEET; SOUTH 13' 25' 05" WEST,14.15 FEET; NORTH 79' 5V 01" WEST, 20.12 FEET; SOUTH 82' 18' 52" WEST, 39.71 FEET; SOUTH 7701 F I I" WEST, 58.42 FEET; SOUTH 5601T 31" WEST, 68.56 FEET; NORTH 74" 10' 59" WEST, 69.95 FEET; SOUTH 600 57- 10" WEST, 25.90 FEET; NORTH 67° 54' 19' WEST, 22.99 FEET; NORTH 22011' 51" EAST, 34.93 FEET; NORTH 05' 59' 29" EAST, 41.33 FEET; NORTH 010 54' 11" EAST, 40.16 FEET; NORTH 09° 00' 07" WEST, 101.73 FEET; NORTH 400 01' 32" EAST, 13.94 FEET; NORTH 700 NY 03" EAST, 15.27 FEET; NORTH 190 59' 21" WEST,165.30 FEET, NORTH 41' 29' 05" WEST, 86.64 FEET; NORTH 16' 45' 21" WEST, 81.14 FEET; NORTH 560 04' 25" WEST, 57.80 FEET; NORTH 140 06 L7" WEST, 69.11 FEET; NORTH 340 56' 46" WEST,150.96 FEET; NORTH 44° 01' 33" WEST, 170.74 FEET; NORTH 25' 52' 52" WEST, 280.05 FEET; NORTH 39' 15' 3T WEST, 416.75 FEET; NORTH 51' 46 01' WEST, 243.29 FEET; NORTH 26' 33' 14" WEST, 206.69 FEET; NORTH 620 28' 42" WEST, 380.96 FEET; NORTH 430 54' 54" WEST,188.79 FEET; NORTH 77' 21' 21" WEST,151.35 FEET; NORTH 27' 24' 00" WEST, 165.99 FEET; NORTH 53' 22' 19" WEST, 46.18 FEET; THENCE CORNERING AND LEAVING THE NORTH SHORELINE OF THE PERQUIMANS RIVER NORTH 45' 45' 42" EAST, 236.51 FEET ALONG THE PROPERTY NOE OR FORMERLY BELONGING TO C. EDWARD BUNDY (DEED BOOK 178, PAGE 636 AND PLAT CABINET 2, SLIDE 61, MAP 2) TO A POINT; THENCE CORNERING AND FROM SAID POINT NORTH 44' 14,18" WEST, 585.65 FEET ALONG THE SAID PROPERTY OF C. EDWARD BUNDY TO A POINT; THENCE CORNERING AND FROM SAID POINT THE FOLLOWING COURSES AND DISTANCES ALONG A DITCH AND THE SAID PROPERTY OF C. EDWARD BUNDY TO THE NORTH SHORELINE OF THE PERQUIMANS RIVER" SOUTH 48' 51' 59" WEST,112.81 FEET; SOUTH 73' 57 29" WEST, 39.70 FEET; SOUTH 500 02' 48" WEST, 100.73 FEET; SOUTH 57' 47 23" WEST, 88.01 FEET; SOUTH 40 0 40' 32" WEST, 132.19 FEET TO A POINT IN THE NORTH SHORELINE OF THE PERQUIMANS RIVER; THENCE CORNERINO AND LEAVING SAID DITCH THE FOLLOWING COURSES AND DISTANCES ALONG THE NORTH SHORELINE OF THE PERQUIMANS RIVER; NORTH 190 14' 48" WEST, 46.87 FEET; NORTH 41' 05' 08" EAST, 42.82 FEET; NORTH 350 05' 04" WEST, 215.42 FEET, NORTH 74° 53' 32" WEST, 199.43 FEET; NORTH 30' S4' 52" WEST, 54.20 FEET; NORTH 710 06' 18" WEST, 110.91 FEET; NORTH 460 20' 5 V WEST, 222.64 FEET; THENCE CORNERING RECEIVED SEP 112017 DCM- MHD CITY }fit; 18 7017 Dr_r BK 400 PG 593 DOC#402539 AND LEAVING THE NORTH SHORELINE OF THE PERQUIMANS RIVER NORTH 48- 45, 27" EAST, 236.96 FEET ALONG THE PROPERTY NOW OR FORMERLY BELONGING TO CALVIN M. BUNDY (DEED BOOK 278, PAGE 407) TO A POINT MARKED BY A SET IRON PIN; THENCE FROM SAID POINT AND SET IRON PIN NORTH 58" 59' 33" WEST, 217,49 FEET ALONG THE SAID PROPERTY OF CALVIN M. BUNDY TO A POINT MARKED BY A FOUND IRON PIN; THENCE FROM SAID POINT AND FOUND IRON PIN NORTH 46" 05' 00" EAST, 2,413.43 FEET ALONG THE PROPERTY NOW OR FORMERLY BELONGING TO CALVIN M. BUNDY (DEED BOOK 46, PAGE 1 AND DEED BOOK 46, PAGE 3A) AND THE PROPERTY NOW OR FORMERLY BELONGING TO C. EDWARD BUNDY (DEED BOOK 109, PAGE 940) TO A POINT MARKED BY A SET IRON PIN AT THE TERMINUS OF THE SOUTH RIGHT OF WAY MARGIN OF NC STATE ROAD 1301 (BUNDY'S ROAD 60' R/W); THENCE FROM SAID POINT AND SET IRON PIN NORTH 46" 05' 00" EAST, 30.00 FEET TO THE SET PK NAIL AT THE TERMINUS OF THE CENTERLINE OF NC STATE ROAD 1301 AND THE POINT OF BEGINNING. SAME BEING THE PROPERTY SHOWN ON A SURVEY AND PLAT FOR BLUEWATER LAND DEVELOPMENT COMPANY, LLC (ROSE M. WINSLOW TRACT), PARKVILLE TOWNSHIP, PERQUIMANS COUNTY, NC DATED MARCH 21, 2006, PREPARED BY JOSIAH A. WEBB, III, PLS (267.59 ACRES CLEARED LAND; 319.11 ACRES WOODED LAND; 586.70 ACRES TOTAL LAND) DULY FILED FOR RECORD IN PLAT CABINET 2, SLIDE 147, MAP 3, INCORPORATED HEREIN BY REFERENCE FOR FURTHER LOCATED AND DESCRIPTION. FOR PRIOR CHAIN OF TITLE AND FURTHER DESCRIPTION, SEE DEEDS IN BOOK 46 AT PAGE 14 (TRACTS ONE AND TWO) AND AT PAGE 419 (TRACT ONE) AND THE DULY PROBATED WILL OF EDWARD LEIGH WIJSLOW, JR. OF RECORD IN FILE 93-E-108 OF THE CLERK'S OFFICE OF PERQUIMANS COUNTY SUPERIOR COURT. THIS CONVEYANCE IS SUBJECT TO THE 30' PRIVATE RIGHT OF WAY TO THE C. EDWARD BUNDY LOT AS SHOWN ON THE PLAT. ALL DEED AND PLAT REFERENCES ARE TO THE PERQUIMANS COUNTY PUBLIC REGISTRY AND THE OFFICE OF THE PERQUIMANS COUNTY REGISTER OF DEEDS. This document presented and filed' 07/05R012 0327.23 PM ao,a-asq M'RQI�I\t \�SCOI%NIY DEBORAH S. REED. PEROUIMANS COUNTY. NC LAND "IRAN51L-:R'fAX Excise Tax s756 od BOOK 401 PAGE 753 (3) P11D s 37fldgg F 4027a4 111111111111111111 NORTH CAROLINA GENERAL WARRANTY DEED Exeise Tax: S 756.00 Parcel Identifier No. 7869-32-8389 Verified by County on the _ day of . 20_ mad/Box to McCown S McCown, P.A. This insh unM was prepared by H. T. Mullen, Jr., Attorney at Law -no title search requested nor performed Brief description far the Index: THIS DEED made this nd day of July , 2012 , by and between C. Edward Bundy, ur 170 Bundy Road Hertford, NC 27944 UMANIt.0 'T. A. Newbold Miller, LLC, a NC Limited Liability Company 270 Queens Lane Palm Beach, FL 33490 The designation Caantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context. WTMESSE 'H, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby ectmowtedilat has and by these presents does grant, bargain, sell and convey unto the Cm tee in fee simple, all thateertain lot or parcel of land situated m the City of I Parkville Township, Perquimans CKnity,NorthCamlimand rare particularly descrihed as follows: Please see attached Exhibit A. All or a portion of the property herein conveyed O includes or (a) does not include the primary residence of a Grantor. The property bereinabove described was acquired by (rmmtor by inam®ent recorded in Book 178 page 636 A rap showing the above described property is recorded in Plat Book 2 page 61 (2) NC Bar Association Form No. W ® 1976, Revised 0 1977, 2002 Printed by Agreement with the NC Bar Association — 1981 SoftPm CoTmahoo, 333 E. Six Forks Rd., Raleigh, NC 27609 Rec,1/M;,.. IJ7 I.°i ;I'I; REcejvzo SEP 112017 0CM. MAD C1Ty BK 401 PG 754 DOC#402784 EXHIBIT A Beginning at a point which is located in the centerline of NCSR 1363 (Billy's Beach Road); thence from said centerline South 29' 00' 00" East 1013.68 feet to a point in the beginning of a 30 foot private right-of-way; thence South 39' 19' 45" 1089.00 feet to a point; thence along a right curve, R=129.772=213.68 feet to a point; thence South 55' 00' 53" West 1237.99 feet to a point; thence South 52' 46' 41 " West 708.50 feet to a point; thence North 63' 00' 41" West 38.52 feet to the point and place of beginning of the property conveyed herein; Thence from said beginning point South 40' 05' 19" East 561.45 feet to a set iron pin; thence South 49' 54' 41" West 231.51 feet to a set iron pin; thence South 49' 54' 41" West 5.00 feet to a point in the edge of the shoreline of the Perquimans River, thence along said river North 76' 13' West 115.45 feet to a point; thence continuing along the sore of said river North 40' 24' 35" West 210.20 feet to a point; thence South 45' 00' 00" West 60.00 feet to a point; thence North 44' 41' 18" West 156.38 feet to a point; thence North 13' 12' 18" 94.21 feet to a point; thence North 49' 2608" West 37.85 feet to a point; thence North 33' 0615711 West 61.10 feet to a point; thence North 61' 51' 22 East 88.01 feet along a ditch to a point; thence North 54' l 1' 47" East 100.73 feet to a point; thence North 78' 01' 28" East 39.70 feet to a point; thence North 53' 00' 58" East 112.81 feet to a point; thence South 40' 05' 19" East 24.20 feet to the point and place of beginning. Said tract containing 4.57 acres, more or less, as more particularly shown on that certain survey dated February 3, 1997 by Josiah A. Webb, 111, entitled "A Survey and Plat For C. Edward Bundy", said survey is recorded in Plat Cabinet 2, Slide 61, Map 2 of the Perquimans County Public Registry. See Will File 93-E-108 of the Perquimans County Clerk of Court for chain of title. Together with a 30 foot private right-of-way for ingress, egress and regress to and from the tract conveyed hereinabove and NCSR 1363 (Billy's Beach Road), said right-of- way is more particularly shown on the aforesaid map or plat recorded in Plat Cabinet 2, Slide 61, Map 2 of the Perquimans County Public Registry. Reference is made to Deed dated April 28, 1997 from Rose M. Winslow, widow, to C. Edward Bundy, recorded in Deed Book 178, Page 636 of the Perquimans County Public Registry. SEP i a BK 401 PG 755 DOC#402784 TO HAVE AND TO HOLD the aforesaid lot orparcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. And the Orantorcovenauts with the Grantee, that Gr tow is seized of the premises in fee surhple, has the right to convey the atrm in fee siarple, that title is marketable and Gee and clear of all encwtbmoces, and that Grantor will warrant and defend the tide against the lawful clam of all persons wbotmoever, other than the following exceptions: IN WITNESS WHEREOF, the Cmntor has duly executed the foregoing as of u first above written. Rk'RS.�.x'9.(SF,AL) (Entity Name) C. Edward Bundy, unmanned By: (SEAL) Tile: State of North Carolina - Country ot_.__...- 1 the undersigned Notary Public o State aforesaid, catify that C. Edward Bundy, unmarried personally appeared before me this day and acknowledged the due on of the f mg mtrusment for the purposes therein expressed. Witness my hand and Notarial starrgr or seal t'If Y Ezpuee:04 4 lac l i � ��`\`O- M Commission 9 VJ Np rg9'k �$ Notary Public 1, the undersigned NotaryPubtic of the r> YaoNRit�ifafWO *that Personally aunt before me this day and ackmowlNa �it..he i¢ thb' t>�` of OUN1 a North Carolina or corpontiowl=tedhabflitycomkanY todRmffshR(sw*t tougbtkmappliable),and dot by authority duly given and as the art of such entity, _be signed the foregoing inant®ent to its come on its behalf as its set and deed. Witness my hand and Notarial stamp or seal, this _ day of , 20_ My Commission Expires: Notary Public State of North Carolina - County of 1, the undersigned Notary Public of the County and State aforesaid, certify that Wimen my hand and Notarial stamp or seek, this _ day of, 20_ My Consummator; Expires: Notary Public The foregoing Carifiate(s) of ts/mcertifiedmbeconwL TLis instrument anidus certificate areduly registered at die date and tnmand indwBookurdPage dawn on the fast page hereof. Register of Deeds for County BY:_.. Depury/Aaishm - Register of Deeds NC Bar Association Form No. L-3 ® 1976, Revised O 1977. 2002 Printed by Agreemem with the NC Bar Association — 1961 SoftPm Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609 Received AUCt I Y im, DMEC RECEIVED SEP 112917 DCM- MHD CITY d Coastal Management ENVIRONMENTAL OUALITY September 8, 2017 Thomas A. N. Miller 270 Queens Lane Palm Beach, FL 33480 Dear Mr. Miller: ROY COOPER Gmemm' MICHAEL S. REGAN BRAXTON C. DAVIS uo-,c,�r The NC Division of Coastal Management hereby acknowledges receipt of your application for State approval for development of your property located at the end of Bundy Road (SR#1301), off Old Neck in Perquimans County. It was received complete on September 6, 2017, and appears to be adequate for processing at this time. The projected deadline for making a decision is November 20, 2017. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. If this agency does not render a permit decision within 70 days from September 6, 2017, you may request a meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of- way fronting your property, or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. '! Nothing Compares SEP 1 1 2017 State of North Carolina I Environmental Quality I Coastal Management 401 S. Cmffin St., Ste 3001 Elizabeth City, NC 27909 I-i ® CITY 252-264-3901 1252-331-2951 [fax] Thomas A.N. Miller September 8, 2017 Page 2 An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact Lynn Mathis, Field Representative, if you have any questions and or if you wish to receive a copy of her field report. Sincerely, Frank Jennings District Manager, Northeastern District NC Division of Coastal Management FJ/eg Enclosure cc: Doug Huggett, Major Permits Coordinator, DCM, Morehead City, NC Lynn Mathis, DCM, Elizabeth City, NC Ted Sampson, S.A.M.P.S.O.N. and Company, Elizabeth City, NC \k4'5 SEe,ltio,, DOW MNO *#* -17 NOT I (*, OA AMA PERMIT U� W APPLIE FOR PROJECT: Place riprap along shoreline and realign a pier, boathouse, platform and two boat lifts. Y COMMFN T !::� :ACOFPTED THROUGH 10/03/-17 APPLICANT: Thomas A.N. Miller 270 Queens Lane Palm Beach, FL 33480 561-880-0487 e FOR MORE DETAILS CONTACT THE LOCAL PERMIT OFFICER BELOW: Lynn Mathis 401 S. Griffin Street Elizabeth City, NC 27909 It ***This is a word processing form to be completed in Microsoft Word*** NC Division of Coastal Management Major Permit Application Computer Sheet Applicant: T. A. Newbold Miller, LLC Date: 0910712017 Project Site County Perquimans Staff: Lynn this District Elizabeth City Washington ❑Morehead City ❑Wilmington Project Name: Rover File: N/A State Plane: Lat 36 I '17.87"N Lon 76 22'13.77. W Date ofinitial application submittal (EX. 1/82007): 08/18/2017 Date application °received as complete"in the Field office (E)(.• 11W007): A 6/2017 SITE DESCRIP770NIPERMIT INFORMATION PAW Yes ®No Photos Taken: Yes No[] Setback Required (riparian): ®Yes No Critical Habitat: Yes []No ®Not Sure 15 foot waiver obtained: ❑Yes ®No Hazard Notification Returned: ❑Yes []No N/A SAV. ®Yes ❑No ❑Not Sure Shell Bottom: ❑Yes No Not Sun; Temporary Impacts: Yes No Sandbags: ❑Yes No ❑ Not Sure Did the land use classification come from Mitigation Required (opfional): countyLUP. ®Yes []No ❑Yes ®No Moratorium Conditions: ❑Yes No ❑NA Environmental Assessment Done: El Yes ❑No ®NA acCVIVUAn r WA MH CLASSIFICATION — OPTIONAL (choose MAX of 4) Future Water Supply (FWS) Nutrient Sensitive Waters (NSW) Swamp Waters (SW) High Quality Waters (HQW) El Outstanding Resource Waters (ORM ••� � ✓+I�✓�a IM/'AM I CY U (404) Corp. of Engineers (Jurisdictional etlands)ESaw lavender (Limonium sp.) ❑ (SS) Glasswort ( Salicomia sp.) (Cladium jamaicense) marsh cordgress (Spartina ❑ (S)9 Saltreed grass (Spartina f(LS) cynosuroides) ike grass (Distichlis ush or three square (Schpus ff r Cattail (Typha sp.) dlerush (Juncus ()at/meadow grass (Spartina patens) APPUCAUON FEE fee required - $0.00 ❑ lll(A) Private w/D&F up to 1 acre; 3490 be applied - $250 ❑ 11l(D) Priv. public orcomm w/D&F to1can acre;3490 can't be applied -$400 ENo inor Modification to a CAMA Major it - $100 Modification to a CAMA Major IV Any development involving D&F of it $250 more than 1 acre - $475 ermit Transfer- $100 ❑ 111(B) Public or commercial w/D&F to 1acre;3490 can be appliedMajor development extension request - LJ II. Public or commerciaUno dredge $100 and/or fill - $400 1. Private no dredge and/or All - $250 71 lll(C) 'riv. public or Comm wrD&F to 1 acre; 3490 can be applied,- DCM needs DWQ agreement - $400 Dr -ha- RAHD CITY 252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanacement net s- NC Divlstan of Coasta[ Mgt:- _application Computer Sheet, (page 2 Appbcan :: Date: September7, 2017 Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of measurement found In yourAcdvides code sheet Number TYPE Choose One REPLAC E Dimension Dimension Dimension 3 Dimension Activity Name Choose 1 2 One Grading New work Replace 2,297sf 87' Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work❑ Replace Maint ❑ ❑ Y ❑ N NewWorktj Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y [IN -NWw—W-o-rk-j7 Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work EF Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work El Place Maint ❑ ❑ Y ❑ N New Work Replace Maint❑ ❑Y❑N New Work Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New —Work [I Replace Maint ❑ ❑ Y ❑ N REC New Work Replace Maint ❑ ❑ Y ❑ N New Work 0 Replace Maint ❑ ❑ Y ❑ N New Work Replace ,',. at I1 / u s+ M- M H D C � @i Maint ❑ ❑ Y ❑ N __.� revised Nov. 2012 IL Nr NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3p Applicant: T. A. Newbold Miller, LLC Date: September7, 2017 Describe below the HABITAT disturbances forthe application. All values should match the name, and units of measurement found in your Habitat code sheet. Habitat Name DISTURB TYPE Choose One TOTAL Sq. Ft. (Applied for. Disturbance total includes any anticipated restoration or tamp impacts) FINAL Sq. FL (Anticipated final disturbance. Excludes any restoration and/or temp impact emoting TOTAL Feet (Applied for. Disturbance total includes any anticipated restoration or tamp impacts) FINAL Feet (Anticipated final disturbance. Excludes any restoration and/or temp impact amount High Ground Dredge ❑ Fill ❑ Both ❑ Other 1,920sf 1,920sf Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ RECEIVED SEP 112017 DCM- MHD CITY 252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmananement.net revised: Nov. 2012 Division of Coastal Management A ;pncy_Form For Permit Applications I, Thomas A. N. Miller, managing member for the owner (T. A. Newbold Miller, LLC) of the property, located at: pmuimm.g F about 7600 feet and on Sutton's Creek of about 7100 feet and is more Rarticular_y described in that Warranty Deed recorded on May 10 2006 in Book 308 Pan 424 Pemuimans CourrtyReeiW. and cs IT nor , O 1, .I 1 •'\ 'i\ 1"111FLT I_IF471 do hereby authorize: Theodore L Sampson of S.A.M.P.S.O.N. and Company, Inc., and Its agents to act as my agent for the purpose of obtaining any needed environmental Permits or associated authorizations, including NC Coastal Area Management Act permits, NC Dredge and Fill Act permits, NC DENR permits, US Army Corps of Engineers permits, NC DCR authorizations, and/or any local, or county building and environmental permits, that may be needed for the proposed development at the above - indicated property, which entails: (describe the proposed development for which permits are being sought) This agency authorization is limited to the specific activities described above, and, unless earlier revoked, will expire on: S_pe tember 1 2019. (date on which agency authorization expires) lip • �� � �L�1�� Thomas A N. Miller (printed name of Managing Member) Owner. T. A. Newbold Miller LLC (Title: officer of core. owner or trustee) August 24 .2017 (date) 270 Oueens Lane (Mailing Address) Palm Beach, FL 33480 (City, State, Zip Code) 561-880-0487 (Telephone Number) RECEIVED SEP 11 2017 ;iU6 3 DCM- MHD CITY MAJOR PERMIT FEE MATRIX Applicant' Viwbo//In ;Ile LLG Selection Development Type Fee DCM % DWO % (143001601 4351000931625 6253) (243001602 435100095 2341) I. Private, non-commercial ❑ development that does not $250 100%o ($250) 0% ($0) involve the filling or excavation of any wetlands or o en water areas: Il. Public or commercial ❑ development that does not $400 100% ($400) 0% ($0) involve the filling or excavation of any wetlands or open water areas: Major Modification to a $250 100% ($250) 0% ($0) CAMA Major permit III. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A, B, C, or D below applies: III(A). Private, non- cEl ommercial development, if $250 100% ($250) 0%($0) General Water Quality Certification No. 4097 (See attached can be applied: III(B). Public or commercial development, if General $400 100% ($400) 0% ($0) Water Quality Certification No. 4097 (See attached) can be applied: III(C). If General Water ❑ Quality Certification No. $400 60% ($240) 40% ($160) 4097 (see attached) could be applied, but DCM staff RECEIVED determined that additional review and written DWQ concurrence is needed SEP 1 1 2017 because of concerns related to water quality or DCM- fUi N D CITY aquatic life: III(D). If General Water Quality Certification No. $400 60% ($240) 40% ($160) 4097 (see attached) cannot be applied: IV. For development that ❑ involves the filling and/or $475 60% ($285) 40% ($190) excavation of more than one acre of wetlands and/or I III open water areas: Archaeological Assessment for the T.A. Newbold Miller Bulkhead Project Coastal Area Management Act (CAMA) Permit Perquimans County, North Carolina Report submitted to: T.A. Newbold Miller, LLC • 270 Queen's Lane • Palm Beach, FL 33480 Report prepared by: New South Associates • 6150 East Ponce de Leon Avenue • Stone Mountain, Georgia 30083 Shawn M. Patch, M.A., RPA -Principal Investigator Lauren Souther, M.A., RPA - Archaeologist and Co -Author Shawn M. Patch, M.A., RPA—Principal Investigator and Co -Author October 13, 2014 • Draft Report New South Associates Technical Report Received ECEIVL AUG 18 7017 SEP 11 2�1� DCN�-EC pCMD b�"�® CITY YI ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND i SURVEY REPORTING FORT.A. NEWBOLD M[LLER BUr KUPe n PROJECr LAMA PERMIT MANAGEMENT SUMMARY New South Associates conducted an archaeological assessment of the T. A. Newbold Miller Tract in Perquimans County, North Carolina. Proposed activities include construction of a bulkhead that requires a Coastal Area Management Act (CAMA) permit. The area of potential effect (APE) was defined as land within 75 feet of the existing shoreline. The project was reviewed by the North Carolina State Historic Preservation Office (SHPO) and Office of State Archaeology (OSA). The current study included the relocation of six sites (31PQ53/53**, 31PQ158**, 31PQ159**, 31PQ160/160**, 31PQ161**, and 31PQ162**) that were previously recorded by New South during a 2007 survey; flagging and mapping those site boundaries within the 75-foot Estuarine Shoreline areas of environmental concern (AEC); and further delineation of sites 31PQ161** and 31PQ162**. All of these tasks were conducted in consultation with OSA. The archaeological fieldwork was performed from September 16-18, 2014. The scope of the project included placing five-foot high orange painted wooden stakes and flagging tape around the boundaries of each site every 10 meters within the AEC to signify environmentally sensitive areas that should not be disturbed during construction. Additional shovel testing was conducted at sites 31PQ161** and 31PQ162** to better define their boundaries. New South also met with Lawrence Abbott of OSA and Ted Sampson with SAMPSON consulting in the field to review site boundaries relative to the construction footprint and discussed whether there would be potential need for further archaeological studies at these sites. The full boundaries of all six sites extend beyond the 75-foot Estuarine Shoreline AEC. Consequently, their eligibility for the National Register of Historic Places (NRHP) is unknown. However, based on the artifact assemblages, depths of the cultural deposits, and current conditions, the portions of sites 31PQ53/53**, 31PQ158**, 31PQ159**, 31PQ160/160**, 31PQ161**, and 31PQ162** within the 75-foot Estuarine Shoreline AEC are not significant, lack physical integrity, and are not eligible for the NRHP. No further archaeological work is recommended for this project. RECEIVED SEP 112017 Received DCM- MHD CITY AUG 18 2017 DC -EC ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND I Ill SURVEY REFORTWO FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT TABLE OF CONTENTS R er,e'l°red Aik 18 7017 G-EC MANAGEMENTSUMMARY....................................................................................................... i TABLEOF CONTENTS............................................................................................................... iii LISTOF FIGURES..........................................................................................I............................. v LISTOF TABLES......................................................................................................................... A I. INTRODUCTION II. ENVIRONMENTAL CONTEXT............................................................................................. 5 III. CULTURAL CONTEXT.......................................................................................................... 7 PREHISTORICCONTEXT........................................................................................................ 7 Paleoindian Period (ca. 12,000-8000 B.C.).............................................................................. 8 Archaic Period (8000-1000 B.C.)............................................................................................ 9 Woodland period (1000 B.C.-A.D. 1650).............................................................................. 11 HISTORICCONTEXT............................................................................................................. 13 IV. METHODS............................................................................................................................. 17 BACKGROUNDRESEARCH................................................................................................. 17 FIELDMETHODS.................................................................................................................... 17 Relocation, Mapping, and staking of site boundaries............................................................ 17 Sitedelineation....................................................................................................................... 17 LABORATORYMETHODS................................................................................................... 18 PrehistoricArtifacts................................................................................................................ 18 HistoricArtifacts.................................................................................................................... 18 Curation.................................................................................................................................. 21 SITE EVALUATION AND NRHP CRITERIA....................................................................... 21 V. RESULTS AND RECOMMENDATIONS............................................................................. 25 SITE RELOCATION AND BOUNDARY STAKING............................................................ 26 SITE DELINEATION AND RESULTS................................................................................... 28 31 PQ53/53 **.......................................................................................................................... 28 31PQ158**............................................................................................................................. 29 31 PQ 159 * *............................................................................................................................. 35 31PQ160/160**.......................................................................:.............................................. 38 31PQ161**............................................................................................................................. 42 31PQ162**............................................................................................................................. 47 SUMMARY AND RECOMMENDATIONS........................................................................... 53 REFERENCESCITED................................................................................................................. 55 APPENDIX A: ARTIFACT CATALOG iV Ei 71 �� I 1 2017 t)CNI. ► HD CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND v SURVEY REPORTING FOR TA NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT LIST OF FIGURES Figure 1. Aerial Map of Project Location.......................................t............................................ 2 Figure 2. Topographic Map of Project Location......................................................................... 3 Figure 3. Location of Sites Recorded by New South in 2007................................................... 27 Figure 4. ........... .. Location and Shovel Test Map of Site 31PQ53/53**................................................ 30 Figure 5. .................................... ......... Overview of Site 31PQ53/53**............................ .I...... 31 Figure 6. Location and Shovel Test Map of Site 31PQ158**................................................... 33 Figure 7. Overview of.Site 31PQ158**...................................................................................... 34 Figure 8. Location and Shovel Test Map of Site 31PQ159**.............. ............................36 Figure 9. Overview of Site 31PQ159**........ :............................... ............................................. 37 Figure 10. Location and Shovel Test Map of Site 31PQ160/160**............................................ 40 Figure 11. Overview of Site 31PQ160/160**.............................................................................. 41 Figure 12. Location and Shovel Test Map of Site 31PQ161**................................................... 43 Figure 13. Overview of Site 31PQ161**..................................................................................... 44 Figure 14. Recent Delineation Shovel Tests at Site 31PQ161**................................................. 45 Figure 15. Site 31PQ161** 50ON/500E Shovel Test Profile ...................................................... 46 Figure 16. Location and Shovel Test Map of Site 31PQ162**................................................... 48 Figure 17. Overview of Site 31PQ162**..................................................................................... 49 Figure 18. Recent Delineation Shovel Tests at Site 31PQ162**................................................. 50 Figure 19. Site 31PQ162** 50ON/500E Shovel Test Profile ...................................................... 51 Received mic Is 2017 DOM-EGA SEP 112017 �C1�-. N1HD CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 1 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMP. PERMIT I. INTRODUCTION New South Associates conducted an archaeological assessment of the T. A. Newbold Miller Tract in Perquimans County, North Carolina. Proposed activities include construction of a bulkhead that requires a Coastal Area Management Act (CAMA) permit. The area of potential effect (APE) was defined as land within 75 feet of the existing shoreline of the Perquimans River (Figures 1 and 2). The project was reviewed by the North Carolina State Historic Preservation Office (SHPO) and Office of State Archaeology (OSA). The current study included the relocation of six sites (31PQ53/53**, 31PQ158**, 31PQ159**, 31PQ160/160**, 31PQ161**, and 31PQ162**) that were previously recorded by New South during a 2007 survey; flagging and mapping those site boundaries within the 75-foot Estuarine Shoreline areas of environmental concern (AEC); and fin-ther delineation of sites 31PQ161** and 31PQ162**. All of these tasks were conducted in consultation with OSA. The scope of the project included placing five-foot high orange painted wooden stakes and flagging tape around the boundaries of each site every 10 meters within the AEC to signify environmentally sensitive areas that should not be disturbed during construction. Additional shovel testing was conducted at sites 31PQ161** and 31PQ162** to better define their boundaries. New South also met with Lawrence Abbott of OSA and Ted Sampson with Sampson and Company, Inc., in the field to review site boundaries relative to the construction footprint and discussed whether there would be potential need for further archaeological studies at these sites. Shawn Patch served as Principal Investigator. Lauren Souther served as Field Director with Heather McAllister assisting with fieldwork. The fieldwork was conducted on September 16-18, 2014. Following this introduction is the environmental context in chapter II, and the cultural context in chapter III. Chapter IV describes the archaeological methods and chapter V contains the results and recommendations. At the end of the report is the references cited and Appendix A contains an artifact catalog. 'C�`FIVEID/ Received Str 11 2017 AUG 18 2017 DCM- MHD CITY DO.WEG Received ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 3 SURVEY REPORTING FOR TA. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT U( 18 2017 Figure 2. Topographic Map of Project Location I AFC L rp AEC 0 750 1,500 3,000 Feet I I I I I I I I I n 0 250 500 1,000 Meters Source: USGS Hertford, Norm carouna uuaaranufa S E P 11 2017 0cm- P'Hr) CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 5 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT II. ENVIRONMENTAL CONTEXT Perquimans County is located in the Coastal Plain region of North Carolina. Coastal Plain geological formations are unconsolidated, Quaternary (Pleistocene and Holocene epochs) sedimentary deposits lying unconformably. The sediments are organized into topographically distinct, but lithologically similar, geomorphic units, or terraces, parallel to the coast. Each terrace edge represents a past shoreline. The county lies entirely within the Pamlico terrace. The underlying geology contains the Lynnhaven and Poquoson members of the Tabb Formation. These deposits contain pebbly and gravelly sands that grade upward into muddy, fine-grained sand and sandy silt (Soil Survey Staff 2014). As the shoreline of North Carolina has fluctuated greatly through time, the location of the coast has ranged from the Fall Line (between today's Piedmont and Coastal Plain regions) to the west to the edge of the continental shelf to the east (Diemer and Bobyarchick 2005). About 18,000 years ago, the sea level dropped to about 400 feet below its current level, the result of glacial growth in North America, Europe, and Asia. Since the end of the last Ice Age, sea levels have been rising and continue to rise at a rate of about six inches per century. In the northern region of the North Carolina Coastal Plain, rising sea level caused the ocean to invade the lower reaches of river valleys. This inundation produced the large embayments on the coast, such as the Pamlico Sound. A review of the USDA soil survey shows that there are five soil types located in or near the project area (Soil Survey Staff 2014). Yeopim loam is the most common soil in the project area but Altavista fine sandy loam and Chowan silt loam are also found. Dogue fine sandy loam and Roanoke silt loam are found near the project area. Red plved 46 18 2017 DGM- C ED SFP fl 1 Z017 DCtil- m,w) CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 17 SURVEY REPORTING FORTH NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT III. CULTURAL CONTEXT Received 18 2017 DCM- C In the consideration of archaeological sites for the NRHP, it is required that the sites be evaluated within an appropriate historic context (Savage and Pope 1998:7). For an archaeological property evaluated for its informative value, the historic context is the analytic framework within which the property's importance can be understood (Hardesty 2000:13). To that end, a brief overview of the major cultural developments throughout prehistory and history for the project area is presented below and provides the framework for assessing the significance of archaeological resources located and identified during the project. This overview has been drawn from a variety of sources including management documents, published historic contexts, and relevant regional research. PREHISTORIC CONTEXT The basic chronology, principally the pre -ceramic Paleoindian and Archaic sequence, for North Carolina prehistory was established by multiple excavations in the Piedmont under J. L. Coe's direction (Coe 1964). This cultural sequence, with minimal change, continues to provide the accepted structure for developing regional chronologies. The cultural prehistory of Coastal Plain North Carolina follows that of the Southeast, with the prehistoric chronology divided into three general periods related to broadly defined cultural traditions: Paleoindian (ca. 12,000-8000 B.C.), Archaic (8000-1000 B.C.), and Woodland (1000 B.C.-A.D. 1650) periods (Table 1). These periods are primarily based on studies of culture change demonstrated by the distribution and variation in diagnostic artifacts through time. Any shifts in settlement and subsistence patterns assume reflection of reactions to environmental changes through time. Table 1. Major Artifact and Feature Series of the Northern Coast, North Carolina Sub -:Period Temporal Range Projectile Point/Knife (PPK) ... Ceramies Features . r; .�,.,..... Early Paleoindian 12,000-9500 B.C. Clovis, Hardaway -Dalton Late Paleoindian 9500-8000 B.C. Hardaway Side Notched — Early Archaic 8000-6000 B.C. Palmer, Kirk — pits, thermal, shell middens Middle Archaic 6000-3000 B.C. Halifax, Stanly, Guilford, Morrow Mountain — pits, thermal, shell middens Late Archaic 3000-1000 B.C. Savannah River, Stallings, Croaker Landing --- pits, thermal, shell middens Early Woodland ]000-300 B.C. Roanoke r�rn Deep Creek era pits, thermal, shell middens r,I =k.01 F. t `il L, LJ SEP 112017 r{ 17Y Received AUG 18 7017 ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 9 SURVEY REPORTING FOR TA NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT ®C,i t' d trianguloid projectile points, such as Dalton and Hardaway Side -Notched, mark the transition to the Early Archaic (ca. 8000 B.C.) (Daniel 1998; Justice 1995). These point types have been recovered from stratified Paleoindian to Archaic contexts in eastern North America (Daniel 1998) and possess characteristics that are more typical of the side- and corner -notched traditions of the Early Archaic period (Ward and Davis 1999). The Paleoindian sequence for the Coastal Plain is generalized from the Piedmont data. Due to the rise in sea levels during the Pleistocene/Holocene transition, it is likely that a number of coastal Paleoindian sites are currently underwater (Ward and Davis 1999). There are very few examples of Paleoindian artifacts identified for this region of North Carolina beyond surface finds. Phelps (1983) pointed to the lack of good depositional contexts in upland settings as the major factor contributing to the paucity of known Paleoindian sites. ARCHAIC PERIOD (8000-1000 B.C.) The Archaic period dates from circa 8000-1000 B.C. and is commonly divided into Early (8000- 6000 B.C.), Middle (6000-3000 B.C.), and Late (3000-1000 B.C.) subperiods based on specific projectile point types. The Archaic period was a time of climate change with the onset of Holocene climatic conditions, which was warmer and wetter than the late Pleistocene. In addition to these changes in temperature and precipitation, there was a significant rise in sea levels as continental glaciers began to melt. The Prehistoric populations' response to these changes included increased population, expansion into new environmental zones, and regional variations in point styles. It is commonly thought that this period began with hunter -gatherers spending most of their time in small, scattered bands. By the end of the Archaic period, larger groups centered on more restricted territories with rich food and raw material resources. Ward and Davis (1999) stated that the Coastal Plain base camps were often located at the mouths of major rivers. Early Archaic (8000-6000 B. C.) . The Early Archaic Palmer phase (ca. 8000-7000 B.C.) is characterized by a small corner -notched blade with a straight, ground base and pronounced serrations (Ward and Davis 1999). During the Early Archaic Kirk phase (ca. 7000-6000 B.C.), the points increased in size and basal grinding declined (Ward and Davis 1999). Gradually, broad -stemmed, deeply serrated points (Kirk Serrated and Kirk Stemmed) replaced the earlier corner -notched style. Additionally, the use of hafted end scrapers increased during the Early Archaic period, and other formal tools include gravers, drills, and perforators (Coe 1964; Davis and Daniel 1990; Ward and Davis 1vE 1999). Both the Palmer and Kirk points have been found on the Coastal Plain but most are SEP DCW Wl) ARCHAEOLOOICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 111 SURVEY REPORTING FOR TA. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT ate Archaic (3000-1000 B.C.) p° one Late Archaic period marks a phase of substantial cultural change in the Southeast. Whine tting and gathering continued to contribute the major portion of subsistence, there was a significant growth in sedentary lifestyle. During this time, there is evidence for larger sites with a more settled lifestyle, laying the framework for the emergence of horticulture and pottery (Ward 1983; Ward and Davis 1999). The Late Archaic period of the Coastal Plain is marked by the Savannah River phase (3000-1000 B.C.). Characteristic artifacts include steatite bowls and the Savannah River projectile point, which has a large, heavy, triangular blade, and broad stem (Coe 1964; Phelps 1983). It has been suggested that the smaller variation, the Small Savannah River Stemmed point, serves as the temporal marker for the later part of the Savannah River phase (Oliver 1985). The earliest known ceramics in the Carolinas are fiber -tempered sherds made as early as 2500 B.C. These ceramics, named the Stallings series, have been recovered from South Carolina and the southern Coastal Plain of North Carolina (Phelps 1983; Ward and Davis 1999). In the northern Coastal Plain, Croaker Landing ware, tempered with steatite and clay, is an early ceramic found in the region. This ware is likely contemporary with steatite -tempered Marcey Creek ware, which was the earliest pottery type found in the Mid -Atlantic region (Ward and Davis 1999). WOODLAND PERIOD (1000 B.C.-A.D. 1656) The Woodland period, like the Archaic, is separated into three divisions: Early (1000-300 B.C.), Middle (300 B.C.-A.D. 800), and Late (A.D. 800-1650). While hunting and gathering continued to have an important role in subsistence strategies, agriculture allowed for the development of complex social, ceremonial, and economic systems. Innovations in technology, such as the bow and arrow, allowed for the development of a diverse number of diagnostic triangular projectile points. Additionally, ground stone tools increased during this period. However, stone tools were increasingly manufactured expediently, as sedentary horticulturists required less effort or need to sustain a substantial tool kit (Parry and Kelly 1987). Table 2 presents a generalized overview of the ceramic series, of the Woodland period in this region. Table 2. Major Ceramic Series for the North Carolina Coast Peiod TeiiiperingSutface'Preamlentsand, =Creek crushed primarily cord -marking, some simple Early Woodland quartz, pebbles stamped, net or bark impressed, sand, crushed cord -marking, fabric and net impressed, Mount Pleasant Middle Woodland quartz, pebbles incised, smoothed simple -stamped, fabric impressed, incised, Colington (Algonkian) Late woodland shell plain simple-stampedor fabric impressed, Cashie (Tuscarora) Late Woodlandwith =o,primarily some incised and plain, punetate rims -® SEP 112017 Received r.b1SAll? ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND I 13 SURVEY REPORTING FOR TA NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT "RAvF4 a dowel or fabric -wrapped paddle edge on the interior (Green 1986; Phelps 1983). Projectile points associated with the Colington phase are small triangular types. Shell tools and beads, together with bone tools, are also part of this phase. Site locations of these groups are concentrated along streams, sounds, and estuaries. Types of sites include seasonal shellfish gathering and fishing camps, longhouse village sites in areas that were suitable for horticulture, and ossuary sites found near the villages (Phelps 1983; Ward and Davis 1999). Large ossuaries received both secondary burials (bone bundles) and articulated primary burials, but artifacts were rarely included (Phelps 1983). The Cashie series is associated with the Tuscarora of the northern inner Coastal Plain. The ceramics of this series are pebble -tempered with a distinctive interior finish (Green 1986; Phelps 1983). Exterior surfaces are fabric -impressed, simple -stamped, and plain. Rims are straight or everted, and can also be folded to the exterior. Other artifacts associated with the Cashie phase include pipes, bone awls and perforators, shell beads, small Roanoke and Clarksville triangular projectile points, blades, celts, milling stones, and drills (Phelps 1983). HISTORIC CONTEXT The first Europeans to visit North Carolina were the Spanish explorers. Though the archaeological evidence for their presence is limited, as well as the subject of debate, the intangible effects on Native groups were widespread and may have severely altered their entire social fabric. When the first Europeans explored North Carolina, Algonkian groups were known to inhabit the Tidewater region in the north Coastal Plain. The English conducted the Roanoke Voyages of 1584-1587 under a royal patent given to Walter Raleigh. The arrival of Philip Amadas and Arthur Barlow on Roanoke Island in July 1584 was the first contact of the Native population with English explorers. According to their reports, a larger expedition was initiated in 1585 for the purpose of colonization. The fleet included 100 men, mostly soldiers, who were also meant to be the colonists. During the winter of 1585-1586, they explored the sounds and rivers, which included the Currituck Sound. The group was under the command of Ralph Lane, and it included John White and Thomas Harriot. White's maps and drawings and Harriot's descriptions provide some of the earliest documentation of the peoples and animals in this region (Quinn and Quinn 1982). John White returned to Roanoke Island in 1587 with other colonists on his way to Chesapeake Bay. For unknown reasons, White's ship captain refused to continue on, and White and the groups of colonists remained on Roanoke Island at Fort Raleigh. Due to arriving too late in the season to plant crops, and with the majority of the native groups refusing to trade, the colonists were on the brink of starvation. It was decided that White would return to England to retrieve more provisions and supplies. The colonists who stayed agreed to move inland if conditidd$ SEP 11 Z017 DCNA- NIHD CITY ARCHAEOLoOICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND I 15 SURVEY REPORTING FOR TA NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT After the Civil War, the agricultural sector was majorly impacted by the war. The abolition of slavery destroyed the established agricultural labor force. This led to the break up of the large plantations. There was a huge increase in the number of small farms and a rise of the tenant system. By 1920, tenant farms outnumbered those managed by owners. Cotton rose to prominence in the late 1800s, which contributed to the continuation and spread of the tenant system (Winslow 2009). There are approximately 50 nineteenth-century buildings that are located in downtown. There are several historic sites located within the county. A few of these include the Wood -Winslow House (ca. 1823), the Thomas Jackson House (ca. 1872), the William Jones House (ca. 1815), the Alfred Moore House (ca. 1825), the Thomas Nixon Plantation (1848), and the Piney Woods Meeting House (1854). There is also the Newbold -White House (ca. 1730) which is one of the oldest colonial buildings in North Carolina (Martin 2013). The Perquimans County's Federal - style courthouse was another Nineteenth Century structure completed in 1852 (GeVabch 2014). For the first two decades of the twentieth century, lumber was the primary industry creating economic growth for Perquimans. However, after 1920 as woodlands disappeared, the lumber industry declined. Unemployment created by the situation was amplified by the Great Depression. Perquimans remained economically dependent upon agriculture (Winslow 2009). Today, agriculture remains the principal industry, with corn, cotton, peanuts and soybeans as major crops. Clothing manufacturing is the major non -farm industry (GeVabch 2014). eceWed D C M-E RECEIVED SEP 112017 DCM- A4HD CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND I 17 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT IV. METHODS Received AUG 18 7917 BACKGROUND RESEARCH X WE C Background research was conducted in consultation with Lawrence Abbott at OSA. New South Associates had documentation and artifact inventories from the 2007 survey that was conducted for a different property owner. At that time, the property owner did not authorize a report and the materials had been kept in long-term storage at New South Associates' Stone Mountain, Georgia, office. Original field books, maps, and artifacts were retrieved for the current study and are reported here. FIELD METHODS Fieldwork for the project consisted of three tasks: 1) relocate six previously recorded sites, 2) stake and flag the boundaries of these sites that fall within the 75-foot Estuarine Shoreline AEC, as well as the 75-foot buffer that fell within the sites, and 3) to provide additional shovel tests at sites 31PQ161** and 31PQ162**. A two -person crew, including the project archaeologist and one research assistant, conducted these field tasks. RELOCATION, MAPPING, AND STAKING OF SITE BOUNDARIES New South was tasked with relocating sites 31PQ53/53**, 31PQ158**, 31PQ159**, 31PQ160/l60**, 31PQ161**, and 31PQ162**. These were previously recorded by the company in 2007, but site forms and a report were not produced at that time because of restrictions by the property owner. Relocation of the sites was done using using previous project maps with the aid of a Trimble Geo XT Global Positioning System (GPS) with sub -meter positional accuracy post - processing. Upon relocating the sites, New South placed five-foot high orange wooden stakes with caution tape tied at the tops of each one at 10-meter intervals along the boundaries of the sites that fell within the 75-foot construction footprint and along the 75-foot 'tlldt'fe117- within each of the six sites. SEP1J SITE DELINEATION "Y Shovel testing was conducted on sites 31PQ161** and 31PQ162** within the WNW t at fell in the 75-foot AEC. The objectives of the shovel test survey were to obtain artifacts from the site, determine if there were areas that contained sheet midden (surface trash disposal) related to historic households, determine the site's soil stratigraphy, and determine the presence or absence ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 119 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT it was been widely adopted and modified for use on other historic sites. For purposes of this project, artifacts were classified only as a way to organize the data into meaningful analytic units and to provide consistency with previous studies. Other analytical schemes were also used to supplement this information (Orser et al. 1987). Basic classification followed the sorting of individual artifacts into functional groups. Functional groups used in the current analysis included Kitchen (ceramics, glasswares, cooking utensils, medicinal containers, etc.), Architecture (brick, mortar, stone, nails, window glass, construction hardware, roofing material, etc.), Furniture (]mobs, pulls, bed parts, etc), Arms (rifle parts, bullets, shotgun shells, cartridges, etc.), Clothing (buttons, snaps, buckles, pins, beads, etc.), Personal (coins, keys, combs, eyeglasses, etc.), Activities (farm tools, toys, fishing gear, etc), and Miscellaneous (unidentified metal, etc.). Artifacts were also identified by material type, function, and presumed date range following well-known sources such as Noel -Hume (1970), Miller (2000) and Toulouse (2001). New South Associates has an extensive database of historic artifacts. Specific attention was paid to establishing the chronological framework for historic sites by providing date ranges for all artifacts to the best extent possible. In most cases, the historic assemblages were too small to provide reliable data for mean ceramic dates (MCD) or terminus post quern (TPQ) dates. Historic Ceramics were classified according to well established types (e.g., creamware, pearlware, whiteware, etc). Most of these have well established date ranges that often provide good information about site occupation and use. It must be remembered that the dates for ceramics at a particular site may be highly variable depending on whether or not it was in an urban or rural setting and how much access individuals had to markets. Creamware is a refined earthenware covered with a thin lead glaze. It was a common type during the late eighteenth century and exported in large quantities from the Wedgewood factory in Britain. It was designed as an inexpensive alternative to Chinese export porcelain. A wide variety of decorations have been noted, including hand painting, transfer printing, slipwares, and feathered and shell -edged rim designs. Approximate date ranges for this type are 1762 to the 1820s (Miller 1991). Pearlware was introduced by the Wedgewood factory in 1779 as an alternative to creamware (Majewski and O'Brien 1987; Miller 1987; Miller 1991). It is typically identified by its bluish glaze. Decorations were similar to those used on creamware. Approximate date ranges for this type are 1779 to the 1830s. RECEIVED SEP 11 2017 '146 18 2017 DN-;EC DC"- VHD CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 121 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Wire nails appeared during the 1850s but did not replace cut nails entirely until the 1890s. Nails are important artifacts for assessing chronological placement of archaeological sites. Morphologically, they can be distinguished based on their shafts, cross sections, tapers, and to a certain extent, their heads (Wells 1998). Bricks are common features on historic sites in the region. Archaeologically, they are typically associated with chimneys and often occur in highly fragmented forms, perhaps a result of material salvage and recycling (Steen 2008). Prior to the mid -nineteenth century, brick -making was done by hand using a process involving forms, molds, and firing in brick clamps (Howe et al. 1997). Machine -made bricks appeared at that time and quickly gained popularity. CURATION Once artifact analysis and documentation preparation are completed for the project (including the final report), the collection will be returned to the 'property owner. A full inventory of the recovered cultural material is presented in Appendix A. SITE EVALUATION AND NRHP CRITERIA The significance of historic properties is evaluated according to the criteria established in 36 CFR Part 60.4, Criteria for Evaluation. 36 CFR 60.4 states that the quality of significance in American history, architecture, archeology, engineering, and culture is present in districts, sites, buildings, structures, and objects that possess integrity of location, design, setting, materials, workmanship, feeling and association and: A. that are associated with events that have made a significant contribution to the broad patterns of our history; or B. that are associated with the lives of persons significant in our past; or C. that embody the distinctive characteristics of a type, period, or method of construction, or that may represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D. that have yielded, or may be likely to yield, information important in prehistory or history. Assessing significance is probably the most difficult part of the Section 106 process because there are different types of significance (Schiffer 1977). Under Criteria A, B, and C, an archaeological property must have demonstrated its ability,"h1JES significance, while r;, 1110 Receives ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 123 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT of occupation dates. These factors make it unlikely that these sites can be associated with an important historical figure (Criterion B). The lack of superstructures prevents an evaluation of the architectural elements or artistic value of these houses (Criterion Q. Finally, their usual lack of buried cultural deposits suggests that most do not have the potential to provide further important information on the history of the area (Criterion D). UIf, 3 S 2[)17 CR1�Y►�rQ_S�; SEP 11 2017 DCM- MHD CITY ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 125 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT V. RESULTS AND RECOMMENDATIONS New South conducted a cultural resources survey of the Rose Winslow tract in 2007 for R.A. Management (Espenshade 2007). That parcel was subsequently bought by T.A. Newbold Miller. At the time of the 2007 survey, 20 sites and 19 isolated finds were identified on the property (Table 3, Figure 3). Six of these sites (31PQ53/53**, 31PQ158**, 31PQ159**, 31PQ160/160**, 31PQ161**, and 31PQ162**) are the focus of the current project. The other sites extend beyond the APE for the current project but are included in Table 3 because of their proximity. Several of these sites were recommended potentially eligible under the expectation that additional work would be conducted, while others were recommended not eligible (Espenshade 2007). Table 3. Summary of 2007 Survey Results Field Site State Site Nuniber Description. Recommendation Site 1 31 PQ 160/ 100** Prehistoric and Historic Artifact Scatter Eligibility unknown. Site 2 31PQ53/53** Former tenant house location with small prehistoric artifact scatter Eligibility unknown Site 3/4 31PQ159** Former planter's house complex in lawn and soybean field Eligibility unknown Site 5 31PQ161 ** Possible slave or outbuilding location Eligibility unknown Site 6 31PQ162** Possible slave street Eligibility unknown Site 7 31PQ 158* * Former plantation house complex in bluff woods and lawn Eligibility unknown Site 8/9 31PQ163** Tenant and possibly slave houses in soybean field. Eligibility unknown Site 10/12 31PQ164** Three historic graves; mid -late twentieth century dump Not eligible Site 13 31PQ166** Former tenant house in soybean field Eligibility unknown Site15 31PQ167** Sparse field scatter of brick Not eligible Site 16 31PQ168** Mid -Late Twentieth Century barn location Not eligible Site 17/18 31PQ169** Former tenant house location in soybean field and disturbed wood lot Eligibility unknown Site 19/14 31PQ170** Former plantation house complex in soybean field Eligibility unknown Site 20 31PQ171 •* lee house and/or landing Eligibility unknown Site 21 31PQ172** Earthen milldam and sluice Eligibility unknown Site 22 31PQ173** Small field scatter of brick Not eligible Site 23 31PQ174** Possible tenant house location Eligibility unknown Received r,jG I & 7011 DC REC SEP 1 1 20 ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 127 SURVEY REPORTING FOR T.A. NEW BOLD MILLER BULKHEAD PROJECT CAMA PERMIT Figure 3. Location of Sites Recorded by New South in 2007 431PQ76V' 31 PQ179" 31PQ165" / o" 31 PQ 196** 31PQ194"��... 31PQ 167,",. r.:�+� �31 31 PQ 166" 31PQ195" PQ 168" C-- 31PQ181" 31 PQ176" . f _i. 31 P�4190"\ �i ...r yF <--31PQ180" 4-31 Pa170' \Y t'( rr,�31PQ189" '31PQ188" 11 ` 'I, C 31 PQ 193" 31 PQ 17431 C 1POi92..., 31 PQ 163" • Y 31 PQ191 31PQ164" „31PQ158** ` 31PQ787" I A 31 PQ 186" ` ' ' ip AEC I Previously Recorded Archaeological Site N 0 250 500 1,000 Feel I I I 0 60 160 320 Meters Source: ESRI Resource Data ^r-31PQ184" %*'t„' 31PQ171" /31PQ173^�� # t 31 PQ 183" -31 PR 182-' 31PQ159" 31 PQ 178" -----,C A ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 129 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Table 4. Site 31PQ53/53** Artifact Summary Artifact Type Count Asbestos Siding 8 Bivalve -Unidentified 4 Bone -Unidentified 1 Bric Unidentified 23 Coal 8 Container Glass, Amber 1 Container Glass, Clear 4 Glass Unmeasured Flat t lron/ Steel, Unidentified/ Corroded 2 Lead Unidentified 3 Mortar 3 Nail Unidentified Fragment 9 Residual Sherd 2 Whiteware, Plain 6 Wood t Grand Total 76 Site 31PQ53/53** has an unknown Woodland period component and late nineteenth- to twentieth-century historic component. The boundary of the site is complete. The site hasbeen disturbed by soybean crop cultivation. All artifacts were recovered from Stratum I. The artifact assemblage is too small to permit meaningful analyses and features are not likely. In 2007, New South recommended further testing to determine NRHP eligibility. Because the current study was limited to the 75-foot APE, the overall eligibility is still unknown. However, based on the artifact assemblage and depths of the cultural deposits, the portion of the site that would be impacted by construction is not significant, lacks integrity, and is not eligible for the NRHP under any of the four criteria. No further archaeological work is recommended. 31PQ158** Rereived Field Site Number: Site 7 Property/Site Type: Historic Artifact Scatter ""' 1 8 )017 UTM Coordinates: 373324E, 4004244N (UTM, WGS 1984, Zone 18N) �� Elevation: 4 feet amsl sa .3.�' USGS Quadrangle (7.5'): Hertford Temporal Affiliations: Nineteenth to Twentieth Century (1870-Present) ID Setting: Bluff Woods and Lawn Site Size: 112 meters N/S by 148 meters E/W IRS Features: None NRHP Recommendation: Unknown ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND I31 SURVEY REPORTING FOR TA. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Figure 5. Photograph of Site 31PQ53/53**, Facing Southwest a�JLi 18 2017 DMEC 1 1 2017 ARCHAEOLOGICAL SITE SURVEYAND FLAGGING, FIELD REVIEW, AND I33 Received SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT AUG 1 A ?Ot) Figure 6. Location and Shovel Test Map of Site 31PQ158** DP, I O Negative Shovel Test • Positive Shovel Test L 1 AEC '� Site Boundary o ao so Izo Feet 1. Tr�T�1 0 12.5 25 50 MslOra Source: ESRI Resource Data 5-SP E44 �IQ cA'=0 `r45 "YI ei1G p e �5 K �F6� p 5 �N47� L9i6 e649, M41I 64 R 4?0 J N655P311�.3 BOG 410 [ t.. `> Ohl 0 E.IX}�,y> dJ5IS` FS?Q llq�l114En �x Q...�f"` i o O. mts rStiQ c,C SEP 11 MW tq ,-10 CIi'l ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 135 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT still unknown. However, based on the artifact assemblage and depths of the cultural deposits, the portion of the site that would be impacted by construction is not significant, lacks integrity, and is not eligible for the NRHP under any of the four criteria. No further archaeological work is recommended. Field Site Number: Property/Site Type: UTM Coordinates: Elevation: USGS Quadrangle (7.5'): Temporal Affiliations: Setting: Site Size: Features: NRHP Recommendation: 31PQ159** Site 3/4 Historic Artifact Scatter 374010E,4003623N (UTM, WGS 1984, Zone 18N) 4 feet amsl Hertford Nineteenth to Twentieth Century (1870-Present) Soybean Field and Lawn 172 meters N/S by 91 meters E/W None Unknown Site 31PQ159** is an historic artifact scatter that dates from the late nineteeth to twentieth century. The site contained 24 positive shovel tests. The site boundary is complete on all sides except to the southwest, which is bounded by the Perquimans River (Figures 8 and 9). The stratigraphy at 31PQ159** is best represented in Shovel Test 410N/545E, which contained two major strata: Stratum 1, a brown (10YR 4/3) silty loam from 0-15 cmbgs and Stratum 11, a culturally sterile yellowish brown (10YR 5/6) silty clay below 15 cmbgs. New South recovered 42 artifacts from site 31PQ159**. The assemblage (n=42) includes brick (n=29), metal (n=3), a spike, whiteware 0=1), and a variety of container glass such as aqua (n--2), clear (n=1), and olive green (n=1) (Table 6). Based on the artifact assemblage recovered, the site represents a late nineteenth to twentieth century (1870-present) historic site. Diagnostic artifacts include the whiteware, aqua, and olive green glass (Miller 1991). The assemblage represents the remains of a domestic dwelling. The diffuse artifact scatter indicates the deposits have been impacted by post -occupation disturbances. I'�;"WED ;tJC 18 1017 SEP 112017 DMEC DCM- MHD CITY ARCHAEOLOGICAL SITE SURVEYAND FLAGGING, FIELD REVIEW, AND I37 SURVEY REPORTING FOR TA. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Figure 9. Photograph of Site 31PQ159**, Facing Southwest Received G 18 7,017 DG0All - E C Received ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 139 Luc 18 '101, SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT D� ',rr; Site 31PQ160/160** is a multicomponent site that dates from the Woodland period (1000-1600 A.D.) and the late nineteenth to twentieth century (1870-present). The site contained 30 positive shovel tests. The site boundary is complete on all sides except to the southeast and southwest, which are bounded by the Perquimans River (Figures 10 and 11). The stratigraphy at 31PQ160/31PQ160** is best represented in Shovel Test 1 of Transect 106, which contained two major strata: Stratum I, a dark brown (10YR 3/3) silty loam from 0-12 cmbgs; and Stratum II, a culturally sterile grayish brown (10YR 5/2) silty clay below 12 cmbgs. New South recovered 84 artifacts from site 31PQ160/31PQ160**. The assemblage (n=84) includes lithic debitage (n=8), one lithic tool fragment, prehistoric ceramics (n=12), one piece of brick, and clear container glass (Table 7). Based on the artifact assemblage recovered, the site has a prehistoric Woodland period (1000-1600 A.D.) component and a small late nineteeth- to twentieth-century (1870-present) trash scatter. Diagnostic artifacts include the sand -fine and grog-fine/medium tempered pottery (Ward and Davis 1999). The Woodland ceramics were too eroded to assign to specific types with a high degree of confidence. Table 7. 31PQ160/160** Artifact Summary „ ; ,,, .Artifact T e Count 2 Body Sherd,Grog-Fine/Medium 'temper, Eroded Exterior Body Sherd, Grog-Fine/Medium Temper, Plain Exterior 1 Body Sherd, Sand -Fine Temper, Eroded Decorated Exterior 3 Body Sherd, Sand -Fine Temper, Eroded Decorated Exterior, mend I Body Sherd, Sand -Fine Temper, Eroded Exterior 3 Body Sherd, Sand -Fine -Medium Temper, Plain Exterior 1 1 Brick, Unidentified Container Glass, Clear 1 1 Flake -Fragment 7 Flake -General Flake -Retouched Residual Sherd 60 Tool -Unidentified, Fragment 1 i Turtle -Unidentified 84 Grand Total Sites 31PQ160/160** has a Woodland period component and a small late nineteenth- to twentieth-century historic component. The boundary of the site is complete. All artifacts were recovered from Stratum I. The assemblage is too small to permit meaningful analyses and ARCHAEOLOGICAL SITE SURVEYAND FLAGGING, FIELD REVIEW, AND 141 SURVEY REPORTING FORTA. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Figure 11. Photograph of Site 31PQ16O/16O**, Facing South WIC, 18 2017 mom Received ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND I43 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT 9116 18 7017 DOWN SEP 1 1 )CM- k INI Source ESRI Resource Data Figure 12. Location and Shovel Test Map of Site 31PQ161** Re,,Fished ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 145 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT ,16 18 2017 DOWEL Figure 14. Recent Delineation Shovel Tests at Site 31PQ161 ** Source: ESRI Resource Data nGAw GO ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 147 SURVEY REPORTING FORTA NEWBOLD MILLER BULKHEAD PROJECT CA" PERMIT recommended further testing to determine NRHP eligibility. Because the current study was limited to the 75-foot APE, the overall eligibility is still unknown. However, based on the artifact assemblage and depths of the cultural deposits, the portion of the site that would be impacted by construction is not significant, lacks integrity, and is not eligible for the NRHP under any of the four criteria. No further archaeological work is recommended. 31PQ162** Field Site Number: Site 6 Property/Site Type: Historic Artifact Scatter UTM Coordinates: 373324 E, 4004244 N Elevation: 4 feet amsl USGS Quadrangle (7.5'): Hertford Temporal Affiliations: Late Nineteenth to Twentieth Century (1870—Present) Setting: Forested Area Site Size: 86 meters N/S by 145 meters E/W Features: None NRHP Recommendation: Unknown Site 31PQ162** is a historic artifact scatter that dates from the late nineteenth to twentieth century (1810-present). The site contained 16 positive shovel tests in the 2007 survey. The site boundary is complete on all sides except to the southwest, which is bounded by the Perquimans River (Figures 16 and 17). New South returned to this site to further delineate its boundary within the 75-foot construction buffer. Twenty-four more shovel tests were excavated within the boundaries of the original site, nine of which were positve (Figure 18). The stratigraphy at 31PQ162** is best represented in Shovel Test 50ON/500E from the most recent survey, which contained three major strata: Stratton I, a dark grayish brown (10YR 4/2) silty loam from 0-10 cmbgs; Stratum II, a brown (10YR 5/3) silt from 1040 cmbgs; and Stratum III, a grayish brown (IOYR 5/2) culturally sterile silty clay below 40 centimeters (Figure 19). New South recovered 45 artifacts from site 31PQ162** in 2007. The assemblage includes brick (n=25), whiteware (n=1), nails (n=7), various types of glass (n=5), a bolt, and iron/steel (n=6) (Table 8). The artifacts are consistent with a former domestic dwelling that was demolished at an unknown time. The diffuse artifact scatter indicates the deposits have been impacted by post - occupation disturbances. RECEIVED Received ±I(+ 1 8 20i7 SEP 112017 ®CM- NIHD CITY I)CM- C ARCHAEOLOGICAL SITE SURVEYAND FLAGGING, FIELD REVIEW, AND 149 SURVEY REPORTING FOR TA. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Figure 17. Overview of Site 31PQ162** Facing North from Shovel Test 50ON/500E e`e Ve SEP 1 1 2017 A017 18 2017 CCM- MHD CITY DCM-EC ARCHAEOLOGICAL SrfF SURVEY AND FLAGGING, FIELD REVIEW,AND I51 SURVEY REPORTING FOR T.A. NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Figure 19. Site 31PQ162** 50ON1500E Shovel Test Profile Received SIG 1 R 2097 DCAA-EC SEp 112�11 SEPd12017 L)C'1' IWHO CITI, REFERENCES CITED 1 �l DOWEL Anderson, David G., R. Jerald Ledbetter, and Lisa O'Steen 1990 Paleoindian Period Archaeology of Georgia. Laboratory of Anthropology Series Report 8. Department of Anthropology, University of Georgia, Athens, Georgia. Baugher-Perlin, Sherene 1982 Analyzing Glass Bottles for Chronology, Function, and Trade Networks. In Archaeology of Urban America, the Search for Pattern and Process, edited by Roy S. Dickens Jr., pp. 259-273. Academic Press, New York, New York. Cable, John S. 1982 Organizational Variability in Piedmont Hunter -Gatherer Lithic Assemblages. In The Haw River Sites: Archaeological Investigations at Two Stratified Sites in the North Carolina Piedmont, edited by Stephen R. Claggett, John S. Cable, and Curtis E. Larson, pp. 637-688. Commonwealth and Associates, Inc., Jackson, Michigan. Claggett, Stephen R., John S. Cable, and Curtis E. Larsen, eds. 1982 The Haw River Sites: Archeological Investigations at Two Stratified Sites in the North Carolina Piedmont. Commonwealth Associates. Coe, Joffre L. 1964 The Formative Cultures of the Carolina Piedmont. Transactions of the American Philosophical Society. New Series 54(5):1-130. Daniel, Randolph I. 1998 Hardaway Revisited: Early Archaic Settlement in the Southeast. University of Alabama Press, Tuscaloosa. 2006 Three Fluted Points from the Hardaway Site, North Carolina. North Archaeology 55:103-111. vkv,—, Davis, R.P. Stephen and I. Randolph Daniel, Jr. SY 1 � �p11 T4 1990 Projectile Point Classification Project: The Classification of Projectile Pc0GC Existing Archaeological Collections from North Carolina. Resea>oratories of Anthropology, University of North Carolina at Chapel Hill. ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 157 SURVEY REPORTING FORT.A NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Howe, Barbara J., Dolores Fleming, Emory L. Kemp, and Ruth Ann Overbeck 1997 Houses and Homes: Exploring 7heir History. Altamira Press, Walnut Creek, California. Jumey, David H. 1987 Cut and Wire Nails: Functional and Temporal Interpretations. In Historic Buildings, Material Culture, and People of the Prairie Margin: Architecture, Artifacts, and Synthesis of Historic Archaeology, edited by David H. Jumey and Randall W. Moir, 5: pp. 83-96. Richland Creek Technical Serices. Southern Methodist University, Dallas, Texas. Justice, Noel D. 1995 Stone Age Spear and Arrow Points of the Mdcontinental and Eastern United States: A Modern Survey and Reference. Indiana University Press, Bloomington, Indiana. Ketchum, William C. Jr. 1983 Pottery and Porcelain. Alfred A. Knopf, New York, New York. King, Thomas 1998 Cultural Resource Laws and Practice: An Introductory Guide. AltaMira Press, Walnut Creek, California. Lorrain, Dessamae 1968 An Archaeologist's Guide to Nineteenth Century American Glass. Historical Archaeology 2:35-44. Majewski, Teresita and Michael J. O'Brien 1987 The Use and Misuse of Nineteenth -Century English and American Ceramics in Archaeological Analysis. In Advances in Archaeological Method and Theory, Volume II, pp. 97-209. Academic Press, Inc., Orlando, Florida. Martin, Jonathan 2013 North Carolina History Project: Perquimans County (1668). Electronic document, http://www.northcarolinahistory.orglencyclopedia/630/entry, accessed September 24, 2014. �?AZFCaa��� S&P 11201I Received ®Q4� PHO COr Y AR, 18 2012 DMEC ARCHAEOLOGICAL SITE SURVEY AND FLAGGING, FIELD REVIEW, AND 159 SURVEY REPORTINO FORTH NEWBOLD MILLER BULKHEAD PROJECT CAMA PERMIT Parry, William and Robert Kelly 1987 Expedient Core Technology and Sedentism. In The Organization of Core Technology, edited by Jay K. Johnson and Carol A. Morrow, pp. 285-304. West View Press, Boulder, Colorado. Phelps, David S. 1983 Archaeology of the North Carolina Coast and Coastal Plain: Problems and Hypotheses. In The Prehistory of North Carolina, an Archaeological Symposium, edited by Mark A. Mathis and Jeffrey L. Crow, pp. 1-51. North Carolina Division of Archives and History, Department of Cultural Resources, Raleigh, North Carolina. Potter, Stephen R. 1982 An Analysis of Chicacoan Settlement Patterns. Ph.D. Dissertation, University of North Carolina at Chapel Hill, Chapel Hill, North Carolina. Quinn, David Beers 1955 The Roanoke Voyages 1584-1590. The Hakluyt Society, London, England. Quinn, David B., and A.M. Quinn, eds. 1982 The First Colonists. North Carolina Department of Archives and History, Raleigh, North Carolina. Ready, Milton 2005 The Tar Heel State, A History of North Carolina. University of South Carolina Press, Columbia, South Carolina. Savage, Beth L. and Sarah Dillard Pope 1998 How to Apply the National Register Criteria for Evaluation. National Register of Historic Places, National Park Service, Washington, D.C. Schiffer, Michael ��® 1977 Conservation Archaeology: a Guide for Cultural Resource Manag v,1 �die, � Academic Press, New York Soil Survey Staff`�O 2014 Web Soil Survey. Natural Resources Conservation Service, United. kates Department of Agriculture. Electronic 'document, http://websoilsurvey.nres.usda.gov/app/homepage.htm, accessed September 21, 2014. Received L05 i 8 10)7 APPENDIX A: ARTIFACT CATALOG Received AUG 18 1017 flMEC SEP 11 2017 OCA1e Aft CerY County: Perquimans County State: North Carolina Project: T.A. Newbold Miller Bulkhead Project (2014) Specimen Catalog Received .'% =0i7 Field Site # State Site # Field Ba # Prov Bag # Excavation Unit Horizontal Location Vertical Location Count/ Weight - _" ,. �- Artifact Description =f Field " Date S 2 31 PQ53 2 1 Transect 6, STP 1 1 2 Bivalve -Unidentified 3112/07 S 2 31 PQ53 4 2 ansect 9, STP 1 0-40 curbs 1 1.9 Whiteware, Plain 3/12/07 S 2 31 PQ53 4 2 Transect 9, STP 1 0-40 cmbs 1 7.4 Brick, Unidentified 3/12107 S 2 31 PQ53 4 2 Transect 9 STP 1 0-40 cmbs 1 1.5 Container Glass, Clear 3/12/07 S 2 31 PQ53 5 3 Transect 8 STP 1 0-20 cmbs 1 0.2 Glass, Unmeasured Flat 3/12107 S 2 31 PQ53 5 3 Transect 8, STP 1 0-20 cmbs 2 2.2 Residual Sherd 3/12/07 S 2 131 PQ53 134 4 N500 E545 Level 1 2 3.3 Whiteware, Plain 3/26/07 S 2 31 PQ53 134 4 N500 E545 Level 1 1 4.9 Wood 3/26/07 S 2 31 PQ53 134 4 N500 E545 Level 1 2 5 Nail, Unidentified Fragment 3/26/07 S 2 31 PQ53 134 4 N500 E545 Level 1 1 1.9 Asbestos Siding 3/26/07 S 2 31 PQ53 134 4 N500 E545 Level 1 7 6.2 Brick, Unidentified 3/26/07 S 2 31 PQ53 134 4 N500 E545 Level 1 1 7.5 Mortar 3/26/07 S 2 31 PQ53 135 5 N500 E485 8 1.2 Coal 3/26/07 S 2 31 PQ53 136 6 N545 E515 1 0.5 Brick Unidentified 3/26/07 S 2 31 PQ53 137 71 N500 E575 11 2.5 Iron/ Steel Unidentified/ Corroded 3/26/07 S 2 31 PQ53 137 7 N500 E575 15 2.6 Brick, Unidentified 3/26/07 S 2 31 PQ53 138 8 N545 E485 Level 1 1 3.3 Whiteware, Plain 3/26/07 S 2 31 PQ53 139 9 N515 E545 Level 1 1 2.3 Lead, Unidentified 3/26/07 S 2 31 PQ53 139 9 N515 E545 Level 1 1 1.3 Container Glass, Clear 3/26/07 S 2 31 PQ53 139 9 N515 E545 Level 1 1 0.3 Iron/ Steel Unidentified/ Corroded 3/26/07 S 2 31 PQ53 139 9 N515 E545 Level 1 1 0.3 Brick, Unidentified 3/26/07 S 2 31 PQ53 140 10 N477 E545 1 0.4 Container Glass, Amber 3/26/07 S 2 131 PQ53 140 10 N477 E545 2 1.4 Container Glass, Clear 3/26/07 S 2 131 PQ53 140 10 N477 E545 8 31.6 Brick Unidentified 3/26/07 S 2 131 PQ53 140 10 N477 E545 2 2.4 Whiteware, Plain 3/26/07 S 2 31 PQ53 140 10 N477 E545 2 3.5 Mortar 3/26/07 S 2 31 PQ53 140 10 N477 E545 7 3.9 Asbestos Siding 3/26/07 S 2 31 PQ53 140 10 N477 E545 2 0.4 Lead, Unidentified 3/26/07 S 2 31PQ53 140 10 N477 E545 7 5.3 Nail, Unidentified Fragment 3/26/07 S 2 31 PQ53 140 10 N477 E545 3 Bivalve -Unidentified 3126/07 S 2 31PQ53 140 101 N477 E545 1 0.1 Bone -Unidentified 3/26/07 S 7 31PQ158 105 1 Transect 137, STP 2 1 2.3 Nail, Unidentified Fragment 3/19/07 S 7 31 PQ158 107 212 Transect 142, STP 2 19.9 Brick, Unidentified 3/19/07 1A= New South Associates, Inc. SEP 112017 6150 E. Ponce de Leon Avenue Stone Mountain, GA 30083 AHD CITY Page 1 of 6 County: Perquimans County State: North Carolina Project: T.A. Newbold Miller Bulkhead Project (2014) Specimen Catalog Field Site # State Site # Field Ba # Prov Bag # Excavation Unit Horizontal Location Vertical Location Count/ Weight Artifact Description Field' Date S 7 31PQ158 107 22 Transect 142, STP 1 1.4 Nail, Unidentified Fragment 3/19/07 S 7 31PQ158 107 22 Transect 142, STP 1 0.4 Refined Earthenware, Unidentified, blue paint 3/19/07 S 7 31PQ158 163 3 N500 E475 4 6.2 Nail, Unidentified Fragment 3/28/07 S 7 31PQ158 164 4 N475 E425 1 0.5 Tableware Glass, Milk Glass 9/17/14 S 7 131PQ158 1641 4 N475 E425 1 1.5 Unmodified Stone 9/17/14 S 7 31PQ158 165 5 N485 E455 1 5.8 Brick, Unidentified 9/17/14 S 7 31PQ158 166 6 N440 E485 2 4.1 Nail Cut Fragment 9/17114 S 7 31PQ158 166 6 N440 E485 1 1.7 Brick Unidentified 9/17/14 S 7 31PQ158 166 6 N440 E485 1 0.6 Bivalve -Unidentified 9/17/14 S 7 31PQ158 167 7 N440 E455 1 0.3 Glass, Unmeasured Flat 9/17/14 S 7 31PQ158 167 7 N440 E455 8 Brick, Unidentified 9/17/14 S 7 31PQ158 168 8 N470 E485 11 1.1 Container Glass, Clear 9/17/14 S 7 .31PQ158 168 8 N470 E485 11 0.3 Bivalve -Unidentified 9/17/14 S 7 31PQ158 1691 9 N470 E395 5 5.8 Nail, Unidentified Fragment 9/17/14 S 7 31PQ158 169 9 N470 E395 1 2.1 Charcoal 9117/14 S 7 31PQ158 170 10 N485 E410 4 2.3 Nail, Unidentified Fragment 9/17/14 S 7 31PQ158 171 11 N500 E515 7 6.7 Brick Unidentified 9/17/14 S 7 31PQ158 172 12 N470 E455 1 1.4 Brick Unidentified 9/17/14 S 3 31PQ159 9 1 Transect 16, STP 1 1 7.7 Brick, Unidentified 3/12/07 S 3 31PQ159 141 3 N530 E485 1 28.2 Brick, Unidentified 9/17114 S 3 31PQ159 142 4 N500 E485 2 2.6 Brick Unidentified 9117/14 S 3 31PQ159 143 5 N545 E530 1 0.5 Container Glass, Clear 9117/14 S 3 31PQ159 143 5 N545 E530 1 0.1 Glass, Unmeasured Flat 9/17/14 S 3 31PQ159 1" 6 N515 E515 1 22.3 Brick, Unidentified 9/17/14 S 4 31PQ159 84 711 Transect 111, STP 1 102.9 Spike 3/19/07 S 4 .31PQ159 85 82 Transect 112, STP 1 246.2 Iron/ Steel, Unidentified/ Corroded 3/19/07 S 4 31PQ159 85 82 Transect 112, STP 3 11.1 Brick, Unidentified 3/19/07 S 4 31PQ159 85 82 Transect 112, STP 1 11.4 Bivalve -Unidentified 3/19/07 New South Associates, Inc. 6150 E. Ponce de Leon Avenue Stone Mountain, GA 30083 K'. SEP 1 1 ZOV Page 2 of 6 DCM- MHD CITY County: Perquimans County State: North Carolina Project: T.A. Newbold Miller Bulkhead Project (2014) Specimen Catalog Received AUG 18 7011 Field = Site # State Site # Field _.Bag #- Prov Bag # Excavation Unit _... Horizontal location " Vertical Location Count/ Weight c Artifact Description_ " Field Date S 4 31 PQ159 86 93 Transect 113, STP 1 76.5 Iron/ Steel, Unidentified/ Corroded 3/19/07 S 4 31PQ159 145 10 N455 E470 3 63.6 Brick, Unidentified 9/17/14 S 4 31 POI59 146 11 N440 E485 1 0.7 Glass Unmeasured Flat 9/17/14 S 4 31 PQ159 146 11 N440 E485 1 240.9 Brick Handmade 9/17/14 S 4 31 PQ159 147 12 N470 E470 1 5.3 Container Glass, Olive Green 9/17/14 S 4 131PQ159 1471 12 N470 E470 2 391.2 Brick, Unidentified 9/17/14 S 4 31 PQ159 148 13 N500 E485 1 1.8 Brick, Unidentified 9/17/14 S 4 31 PQ159 149 14 N410 E545 1 21.6 Container Glass, Machine Made, Aqua 9/17114 S 4 31 PQ159 150 15 N380 E545 1 142.1 Architectural Stone, Other, slate 9/17/14 S 4 31 PQ159 151 16 N455 E515 1 6 Brick, Unidentified 9117/14 S 4 31 PQ159 152 17 N455 E485 1 3.6 Iron/ Steel, Unidentified/ Corroded 9/17114 S 4 31 PQ159 152 171 N455 E485 2 6.8 Brick Unidentified 9/17/14 S 4 31 PQ159 152 17 N455 E485 1 11.5 Whiteware, Plain 9/17/14 S 4 131 PQ159 153 18 N410 E455 5 22.7 Brick, Unidentified 9/17/14 S 4 31 PQ159 154 19 N410 E470 4 2.5 Brick, Unidentified 9/17/14 S 4 31 PQ159 154 19 N410 E470 1 2.7 Container Glass, Aqua 9/17/14 S 4 31 PQ159 155 20 N485 E485 2 1.6 Brick Unidentified 9/17/14 S 1 31PQ160 1 1 Transact 2, STP 6 20-30 cmbs 1 0.4 Container Glass Clear 3/12/07 S 1 31PQ160 79 2.1 Transact 106, STP 1 2.8 Body Sherd, Sand -Fine Temper, Eroded Decorated Exterior, mend 3/19/07 S 1 31PQ160 80 32 Transact 106, STP 2 0.7 Residual Sherd 3/19/07 S 1 31PQ160 81 43 Transect 106, STP 2 1.2 Residual Sherd 3/19/07 S 1 31PQ160 106 53 Transect 106, STP 2 2.1 Residual Sherd 3/19/07 S 1 31PQ160 109 6 N440 E515 Level 1 1 1.3 Body Sherd, Sand -Fine Temper, Eroded Exterior 3/26107 S 1 31PQ160 110 71 N455 E485 Level 1 1 2.3 Flake -Retouched 3/26/07 S 1 31PQ160 110 7 N455 E485 Level 1 3 4.8 Body Sherd, Sand -Fine Temper, Eroded Decorated Exterior 3/26107 S 1 31PQ160 110 7 N455 E485 Level 1 2 2.7 Body Sherd, Sand -Fine Temper, Eroded Exterior 3/26/07 S 1 31PQ160 110 N455 E485 Level 1 7 2.8 Residual Sherd 3/26/07 New South Associates, Inc. 6150 E. Ponce de Leon Avenue Stone Mountain, GA 30083 i"YGVCI V GI✓ St. p1 1 2017 Page 3 of 6 CITY Received County: Perquimans County State: North Carolina Project: T.A. Newbold Miller Bulkhead Project (2014) Specimen Catalog L'G 18 ZOi7 S 1 31PQ160 Aft 111 8 N440 E485 Level 1 1 1.3 Body Sherd, Sand -Fine -Medium Temper, Plain Exterior 3/26/07 S 1 31PQ160 112 9 N455 E485 Level 2 1 0.7 Residual Sherd 3/26/07 S 1 31PQ160 113 10 N485 E485 Level 1 1 5 Flake -General 3/26/07 S 1 31PQ160 114 11 N530 E470 Level 1 2 0.1 Residual Sherd 3/26/07 S 1 31 PQ160 115 12 N530 E455 Level 1 5 2 Residual Sherd 3/26/07 S 1 31PQ160 116 13 N515 E515 I Level 1 1 1.6 Flake -General 3/26/07 S 1 31PQ160 116 13 N515 E515 Level 1 4 3.5 Residual Sherd 3/26/07 S 1 31PQ160 117 14 N470 E485 Level 1 2 1.8 Residual Sherd 3/26107 S 1 31PQ160 118 15 N425 E485 Level 1 4 3 Residual Sherd 3/26/07 S 1 31PQ160 119 16 N410 E485 Level 1 2 0.7 Residual Sherd 3/26/07 S 1 31PQ160 120 17 N515 E500 Level 1 1 0.5 Flake -General 3/26/07 S 1 31PQ160 120 17 N515 E500 Level 1 1 12.8 Unmodified Stone 3/26/07 S 1 31 PQ160 121 18 N500 E515 Level 1 1 3.1 Flake -Fragment 3/26/07 Si 31PQ160 121 18 N500 E515 Level 1 1 0.8 Residual Sherd 3/26/07 S 1 31PQ160 122 19 N515 E485 Level 1 1 1.7 Flake -General 3/26/07 S 1 31PQ160 123 20 N455 E515 Level 1 1 1.3 Tool -Unidentified, Fragment 3/26/07 S 1 31PQ160 123 20 N455 E515 Level 1 4 2 Residual Sherd 3/26/07 S 1 31 PQ160 124 21 STP J5 Level 1 2 0.9 Residual Sherd 3/26/07 Si 31PQ160 125 22 N500 E470 Level 1 1 Turtle -Unidentified 3/26/07 S 1 31PQ160 126 23 N470 E515 Level 1 3 2.6 Residual Sherd 3/26/07 S 1 31PQ160 127 24 N455 E470 Level 1 1 4.3 Brick, Unidentified 3/26/07 S 1 31PQ160 127 24 N455 E470 Level 1 1 1.9 Residual Sherd 3/26/07 S 1 31PQ160 128 25 N380 E485 Level 1 1 1 Flake -General 3/26107 S 1 31PQ160 128 25 N380 E485 Level 1 11 2.5 Residual Sherd 3/26/07 S 1 31PQ160 129 26 N485 E440 Level 1 1 0.2 Flake -General 3/26/07 S 1 31PQ160 130 27 N485 E470 Level 1 1 0.9 Flake -General 3/26/07 S 1 31PQ160 131 28 N395 E485 Level 1 1 0.7 Residual Sherd 3/26/07 S 1 31PQ160 132 29 N530 E500 Level 1 1 1.6 Body Sherd, Grog-Fine/Medium Temper, Plain Exterior 3/26/07 S 1 31PQ160 133 30 N530 E500 Level 2 2 4.8 Body Sherd, Grog-Fine/Medium Temper, Eroded Exterior 3/26/07 Si 31PQ160 133 30 N530 E500 Level 2 4 1.3 Residual Sherd 3/26/07 S 5 31 PQ161 88 1 Transect 121, STP 1 1 3.4 Redware, Clear Greenish Glazed 3/19/07 New South Associates, Inc. S E P 112017 6150 E. Ponce de Leon Avenue Stone Mountain, GA 30083 Page 4 of 6 DCM- MHD CITY County: Perquimans County State: North Carolina Project: T.A. Newbold Miller Bulkhead Project (2014) Specimen Catalog AU6 l r. Transect 121, STP 31 PQ161 88 1 1 1 3.4 Brick, Unidentified 3/19/07 Transect 122, STP 31 PQ161 89 21 1 2.7 Container Glass Clear 3/19/07 Transect 130, STP 67.31 PQ162 91 1 1 1 5.1 Nail, Unidentified Fragment 3/19/07 Transect 130, STP S 6 31PQ162 91 1 1 2 12.2 Iron/ Steel, Unidentified/ Corroded 3/19/07 Transect 131, STP S6 31PQ162 92 21 2 OAM Brick Unidentified 3/19/07 Transect 131, STP S 6 31PQ162 92 21 3 43.3 Iron/ Steel, Unidentified/ Corroded 3/19/07 Transect 131, STP S 6 31PQ162 93 32 1 0.9 Container Glass, Clear 3/19/07 Transect 133, STP S 6 31PQ162 94 42 1 1.1 Iron/ Steel, Unidentified/ Corroded 3/19/07 Transect 133, STP S 6 31PQ162 94 42 4 22.3 Brick, Unidentified 3/19/07 Transect 133, STP S 6 31PQ162 95 51 Level 1& 2 5 8.7 Brick, Unidentified 3/19/07 Transect 134, STP S 6 31PQ162 961. 1 1 1 2 Brick, Unidentified 3119/07 Transect 135, STP S 6 31PQ162 97 71 1 1.4 Glass Unmeasured Flat 3/19/07 Transect 135, STP S 6 31PQ162 97 71 1 0.4 Brick, Unidentified 3/19107 Transect 135, STP S 6 31PQ162 98 8.2 1 1.5 Nail, Unidentified Fragment 3/19/07 Transect 139, STP S 6 31 PQ162 99 91 1 8.9 Container Glass, Clear 3/19/07 Transect 139, STP S 6 31PQ162 100 102 3 13.3 Brick, Unidentified 3/19/07 Transect 139, STP S 6 31PQ162 100 102 1 0.8 Nail Unidentified Fragment 3/19l07 S 6 31PQ162 157 Jt l • L , - v- N485 E320 Level 1 11 0.4 Brick Unidentified 3l27I07 New South Associates, Inc. 6150 E. Ponce de Leon Avenue Stone Mountain, GA 30083 SEP 11 N17 DCM_ V'H[) CITY Page 5 of 6 Specimen Catalog County: Perquimans County State: North Carolina Project: T.A. Newbold Miller Bulkhead Project (2014) Level 1, 0-25 S 6 31PQ162 158 12 N485 E380 cmbs 3 2.9 Brick, Unidentified 3/27/07 Level 1, 0-25 S 6 31PQ162 158 12 N485 E380 cmbs 1 7.3 Nail Unidentified Fragment 3/27/07 Nails, Wire Roofing With Lead S 6 131PQ162 1591 131 N485 E500 11 7.6 Head 3/27107 S 6 31PQ162 1591 13 N485 E500 2 3.1 Nail, Unidentified Fragment 3127/07 S 6 31PQ162 160 14 N500 E455 1 14.6 Bolts 3/27107 S 6 31PQ162 161 15 N485 E335 1 0.8 Brick Unidentified 3/27/07 S 6 31PQ162 161 15 N485 E335 1 0.1 Whiteware Plain 3127/07 S 6 31PQ162 162 16 N500 E395 1 2.8 Container Glass, Amethyst Color 3/27/07 S 6 31PQ162 162 16 N500 E395 1 0.8 Container Glass, Clear 3/27/07 S 6 31PQ162 162, 16 N500 E395 4 4.9 Brick, Unidentified 3/27/07 20-35 cmbs, S 6 31 PQ162** 239 239 N500 E500 Stratum II 1 2.4 Container Glass, Aqua 9/17/14 20-35 cmbs, S 6 31 PQ162** 239 239 N500 E500 Stratum II 1 0.5 Glass, Unmeasured Flat 9/17/14 S 6 31PQ162** 240 240 N500 E520 0-25 cmbs 1 0.2 Glass, Unmeasured Flat 9/17/14 S 6 31 PQ162** 241 241 N510 E490 0-25 cmbs 1 0.9 Yellow Ware Dipped 9/17/14 White Bodied Earthenware, S 6 31 PQ162** 242 242 N510 E460 10-30 cmbs 1 2.1 Unidentified 9/17/14 S 6 31 PQ162** 242 242 N510 E460 10-30 cmbs 1 15.9 Nail, Unidentified, Unmeasured 9/17/14 S 6 31PQ162** 243 243 N470 E510 0-30 cmbs 3 38.7 Nail Wire Common, Unmeasured 9/17/14 Button, Metal, South Type 18 S 6 31 PQ162** 244 244 N510 E440 0-10 cmbs 1 3.5 Button 9/17114 S 6 31PQ162** 245 245 N520 E440 10-28 cmbs 4(6.69) Nail, Cut Fragment 9/17/14 10-30 cmbs, S 6 31PQ162** 246 246 N490 E510 Stratum II 1 8.9 Container Glass, Olive Green 9117/14 10-30 cmbs, S 6 31PQ162** 247 247 N490 E500 Stratum II 2 5.9 Brick Unidentified 9/17/14 10-30 cmbs, S 6 31PQ162** 247 247 N490 E500 Stratum II 1 0.8 Container Glass, Aqua 9117/14 New South Awoclates, Inc. 6150 E. Ponce de Leon Avenue Stone Mountain, GA 30083 RECEo<°�_ SEP 1 ] ? ', DCM- Page 6 of 6 VICINITY MAP NO HERTFORD POP. 24078 ( H�e Rd.' N— i y w Old Neck Rd. �A e 4`1 From Edenton Directions: m Edenton, NC, proceed north and east on US 17 through Hertford and across bridge over dtumans River tothe next traffic signal atNew Hope Road Turn cast (Tight) onNowHope ad and travel 0.8 miles to first right at Old Neck Road. Proceed 1.7 miles to Bundy Road and n right. Continue down Bundy Road for 0.3 miles. This point is the intersection of Bundy ad with the westerrmmst property bnC of the project area. This property line runs in a •thcast-southwest direction, and the intersection with Bundyroad lies approximately0.5 milts -th of the project shoreline. Continuing down the road for another 0.8 miles, first executing a tt 90 degree bend, followed by a left 90 degree bend places one at a point approximately250 t northeast of the subject shoreline. This point of the shoreline lies approximately 1500 feet rn the southwest corner of the project shoreline, and approximately 4300 feet from the theast ternninus of the proposed bulkhead, along the mouth of Suttors Creek. qP RECEIVED SEP 112017 DCM- UND U Received "'k, 18 2017 DMEC Property Of.- C. Edward Bundy I' i ft EXISTING PIER/PLATFORM & BOATHOUSE �f g� Property Of.- T A. Newbold Miller, LLC PARCEL ID 5-0053-0048 /C�-RUST / � • \. EXISTING NEW PILES 15. ft n -3.0 ft " PR6POBEB-PIER 1: 400 sf Boathouse with 2 Boat Lifts, 384 sf Platform, & 2 Piles for Mooring or Boat Lift at 3rd Boat Slip (PERMITTED DEVELOPMENT; ALIGNMENT CHANGED UNDER MODIFICATION REQUEST) 1 01 50'11 11 11 i'JC 3 1 IR17 PERQUIMANSRIVER E B 1.3 MILES TO NEAREST LAND 1 RECEIVED SEP 11 2017 DCM- MHD CITY — SHORELINE(MNL)-GPS03R3r29l7 EXISTING BULKHEAD (PERMITTED DEVELOPMENT) _ PROPOSED BULKHEAD(NWL) �77--T1 PERMITTEDDEVELOPMENT DISTURBLLLL_L_G� PERMITTED DEVELOPMENT E FOR BULKHEAD &ACKFILL DEVELOPMENT ppppppppQQQQ�� GRADING (3:1 SLOPE) TO TOP OF RIPRAP �d PROPOSEDDEVELOPMENT RIPRAP PROPOSED DEVELOPMENT LOT/BOUNDARY UNE EXISTING UNPAVED ROADWAY/DRIVEWAY ..—..._...= EXISTING DRAINAGEDITCH - — — — 37 CAMAPUBLIC TRUSTSHORELINE AEC 75' CAMA ESTUARINE SHORELINE AEC TOPOFESCARPMENT BOTTOM OF ESCARPMENT —T—�— *BFTNWLCONTOUR SWAMPFOREST 11(yC11(1L/11C 404WETLANDS YMrIM�/M0 APPROX LANDWARD EDGETREELINE +12 TOPOF ESCARPMENT ELEVATION(NNQ OTRANSFORMERPAD Q USGSMONUMIFNT CYPRESSTREE(S) 1) Urewings aenvea from a surveyor doslan A- Webb, uI, L-2989, signed an March 21, 2006, and from Information available from the Pamuimans County GIB, NCOENR's NCCREWS data, and from GPS data points of the shoreline collected on 3123/2017. 2) Drawing is for permitting purposes only and not construction. 3) Copyright © 2017 SA.M.P.S.ON. & Co., Inc. All rights reserved. This material is the property of S.AM.P.S.O.N. & Co., Inc., and is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or altered in any fashion by any entity without the express written consent of S.A.MP.S.O.N. & Co., Inc. Written consent is hereby granted to T. A Newbold Miller, LLC. Written consent is herby granted to NC DCM, INC DEQ, and the US ACOE for Permit processing purposes. 1 relmnrca aria propowa aevaopmrnr Imam 0830,12017 per,NCDCM PESTAMP S.AXPIO.N.andCmylany i� Eft Na CR I INCwest lrsabetM1 CRY, N27909 PHOJECTTPPLE: T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER SHORELINE DEVELOPMENT MODIFICATIONS SCALE: As Indicated DRAWLNG NO.: DRAWN: TS CHEKED: 06 - 042413 - 002 DATE: 04/26117 SHEET 2 OF IT IV SCALE: 1 inch = 50 ft Propetfy Of.. '� - 7 - / ----� ----- - ------------ - --r--- LEGEND/P,F,Y T A.i Newbold Miller LC; PARCEL 1D 5-0053-0048 SyORE uBB!/yF/ - — • — ' — SHORELINE(NWU-GPSo3rGM17 ES7- / 1 Property Of. �� EXISTING BULKHEAD RNN (PERMITTED DEVELOPMENT) / 0-FT�,USLT. A. Newbold Miller, LLC S�ljp' 0 C ]RU l PARCEL ID 5-0053-0048A \ ( e ie PROPOSEDBULKHEAD(N / Q PERMITTEDDEVELOPMENT lieDISTURBANCE FOR BULKHEAD BACKFILL / I ` _ �rioR ® PERMITTEDDEVELOPMENT ' S ` _ fJ�! ✓� —® / S GRAIDING DDSLOPE) OF RIPRAP PROPOSED DEVELOPMENT RIPRAPPROPOSED DEVELOPMENT \ 3 -FT PUBLIC TRUSTS LOT/BOUNDARY LINE SHORELINE AEC —EXISTING UNPAVED ROADWAYIDRNEWAY �� = EXISTINGDRAINAGEDITCH — — — — 30' CAMA PUBLIC TRUSTSHORELINEAEC — — 75'CAMAESTUARINESHORELINEAEC I I TOPOFESCARPMENT I — BOTTOM OFESCARPMENT I L I � � +g FTNWLCONTWR SWAMP FOREST ' v �If 11ClIC �1C Y/ 404WETLANDS I . MM�MrMi APPROX LAN DWARD EDO E TREELINE ft 15 ' +12 TOP OF ESCARPMENT ELEVATION(NWL) /O� TRANSFORMERPAD ' Je\ UPRESS ENT CYYPRESS TRR EES) GENER4I. NOTES 1) Drawings derived from a surveyof Josiah A. Webb, III, L-2989, signed on March 21, 2006, and from information available from the Perquimans County GIS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 3/23/2017. -3.0 ft 2) Drawing is for permitting purposes only and not construction. 3) Copyright © 2017 S.A.M.P.S.O.N. & Co., Inc. All rights i '•P%ER 2. reserved. This material is the property of S.AM.P.S.O.N. & Co., Inc., and is protected by the copyright laws of the 400 sf Boathouse United States and other countries. It may not be with 2 Boat Lifts, reproduced, dstributed, or altered in any fashion by any entity without the express written consent of 384 sf Platform. & SA.M.P.S.O.N. & Co., Inc. Written consent is hereby PERQUIMANSRIVER granted to T. A Newbold Miller, LLC. Written consent is 2 Piles for Mooring or herby granted to NC DCM, NC DEO, and the US ACOE ���OD Boat Lift at 3rd Boat Slip for Permit processing purposes. �— (PERMITTED DEVELOPMENT) NO REVISION DATE J� J Permitted and proposed development labeled EBB ., N mrn,r oarsorzot7 RECEIVED 1.3 MILES TO NEAREST LAND ep11Z017 2017 DCM- MV D CITY CI" I -50' 0' 501 100, 200' 300' ! SCALE: f inch er 50 ft SA.ffi.@ WY.and Caelpally © 3 Received AUG 31 ?ply p��j DM ��yy C PROJECTTITLE: T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER DEVELOPMENT DRAWING TITLE: SHORELINE DEVELOPMENT MODIFICATIONS SCALE: As indicated DRAWING NO .: 06 - 042413 - 002 SHEET3 OF Ott DRAWN: TS CIEM-ED; DATE: 04/26l17 PROJECT N0.:06-042413 7 Property Of. T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048A He 31 7(117 CWEE C 75-FT ESTUARINE SHORELINE AEC_ J 30-FT PUBLIC 7 'SAOREUNE, / / -50, Or 45' X 50.5' STEEL BUILDING FA 1- 50, 100, SCALE: 1 inch = 50 ft FOUND IRON PIN Property Of. T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048 _ -- _ SHORELINE(NWL)-GPS03?=i7 EXISTING BULKHEAD (PERMITTED DEV ELOPA£NT) PROPOSEOBULKHEAD(NWL) PERMRTEDDEVELOPMENT r7-/-� DISTURBANCE FORSULKHEAD BACKFI.L C. LLB PERMITTEDDEVELOPMENT GRADING (3:1 SLOPE) TO TOPOF RIPRAP --77 PROPOSEDDEVELOPMENT /_LL_Z= RIPRAP PROPOSED DEVELOPMENT LOTA30UNDARY LINE EXISTING U NPAVED ROADW AYIDRNEWAY EXISTINGDRAINAGEDITCH — — • — — 3VCAMAPURUCTRUSTSHORELMEAEC 79 CA1A ESTUARINE SHORELINE AEC TOPOFESCARPMENT BOTTOMOFESCARPMFNT +SFTNWLGONTOUR L� SWAMPFOREST J(11111C1i111/11! 404WFTLANDS Mw�r APPROX. LANDWARD EDGETREELI E +12 TOPOFESCARPMENT ELEVATION (NWL) ® TRANSFORMER PAD Q LJSGSMONUM34T i � CYPRESS TREES) GENERAL NOTES / • 1) Drawatgs derived from a survey of Josiah A. Webb, Ill, L-2989, signed on March 21, 2006, and from r / information available from the PeMuimans County GIS, _ NCDENR•s NCCREWS data, and from GIPS data points / of the shoreline collected on 3l23Y2017. \ I / 2) Drawing is for permitting purposes only and not construction. 1 • �. 3) Copyright 0 2017 SA.M.P.S.O.N. & Co., Inc. All rights reserved. This material Is the property of S.AM.P.S.O.N. • & Co., Inc., and Is protected by the copyright laws of the ( United States and other countries. It may not be r .I / \• `, • reproduced, distributed, or altered in any fashion by any entity, without the express written consent of S.A.M.P.S.O.N. & Co., Inc. Written consent is hereby • 1 granted to T. A Newbold Miller, LLC. Written consent is herby granted to NC DCM, NC DEQ, and the US ACOE for Pend processing purposes. NO REVISION DATE I Permitted ami proposed development labeled 0&30/Z017 perNCDCM PERQUIMANSRlVER ' PE STAMP SAAY.&0XluE1Cmlp ny i EE S ' Nunbts trail Went � E'"vabatlsC NC 278e9 1.3 MILES TO NEAREST LAND ��°++ PROSECTTfME: T. A. NEWBOLD MILLER, LLC ECE IV ED SHORELINE PROTECTION & PIER ! SEP 11' 2017 "'°''GT"'E' DEVELOPMENT SHORELINE DEVELOPMENT MODIFICATIONS 200' 300' © M- M.HD CITY SCALE: As indicated WINGNO.: I RAWN: TS 06-042413-002 CK@ SHEET 4 OF y7' I 1 DATE: 04126117 Property Of T. A. Newbold Miller, LLC PARCEL 1D 5-0053-0048 , — SZ�AR'P �SµOREL1NE i fig? 1c 30'F%P��/ ( i rA I \/ i I I KC: CEEIVED SEP 1 1 2017 I BUG 3 � if)1� DCM- MHD C1 Y -50' 0' 59 100' 200' 300' SCALE: 1 inch = 50 ft PERQUIMANSRIVER ELOO EBB 1.3 MILES TO NEAREST LAND 1 I I I I I I I I SHORELINE (NWL)-GPSO=Mi7 E)OSTINGSULKHEAD (PERMITTEDDEVELOPMENT) PROPOSED BULKHEAD (NWQ PERMITTEDDEVELOPMENT DISTLIRL11L11 PERMITTED EDEVELOPMENT FOR BUL104EAD SACKFUL ppppl GRADING (3:7 SLOPE) TO TOP OF RIPRAP L��LId PROPOSEDDEVELOPMENT RIPRAP PROPOSED DEVELOPMENT LOT/BOUNDARVUNE — EXISTING UNPAVED ROADWAYIDRNEWAV • — — 3O'CAMAPUBLICTRUSTSHORELINEAEC 76CAMA ESTUARINE SHORELINE AEC TOPOFESCARPMENT BOTTOM OF ESCARPMENT —r—�—�— +SFTNWLCONTOUR -i- -f- -7 SWAMP FOREST MM/aMMaM APPROX LANDWARD EDGETREELINE +12 TOPOFESCARPMENTELEVATION(MNy © TRANSFORMER PAD Q USGSMONUMENT CVPRESSTREE(S) urewings aerveomm a survey OTJ anA Webb, Is, L-2989, signed on March 21, 2006, and from information available from the Perquimans County GINS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 3123/2017. Drawing is for permitting purposes only and not construction. Copyright 0 2017 S.A.M.P.S.O.N. & Co., Inc. All rights reserved. This material is the property of S.AM.P.S.O.N. & Co., Inc., and is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or altered in any fashion by any entity without the express written consent of SAM.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A Newbold Miller, U.C. Written consent is herby granted to NC DCM, NC DEC, and the US ACOE for Perna processing purposes. i rwvnuw am�pmpa•cu ucvcrvpurcm uwc¢u erNCD(,'M O8R-01W17 PESTAMP &ARPSO,N.andCORPBRy ,]B Nunbrs IrMr 27 ram.e.o, Ne Woos PxGreCTT1TLE: T. A. NEW13OLD MILLER, LLC SHORELINE PROTECTION & PIER SHORELINE DEVELOPMENT MODIFICATIONS As Indicated TS 04/26/17 10.:06 - 042413 06 - 042413 - 002 SHEETS OFJvrII ' --- ---- -- -- --Property Of.• � —P� — — T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048 \�•,�\ ��-'�_-----------___� �SFTEE��N �•\•\ \ // — —� AWJ�BLUS R3� S\ \ i T -1 I, UG 31 2017 r(D m 5 a 3• O m a) O C 41 CL a Cn Cn = = o 1 (7D m PERQUIMANS RIVER EBB 1> 1.3 MILES TO NEAREST LAND SCALE: 1 inch = 50 ft 11 RECE1 V E,D SEP 11 2017 DCPA- MHD CITY -- SHORELINE(NWL)-GPS03rZiWI7 EXISTING BULKHEAD (PERMITTED DEVELOPMENT) _ PROPOSED BULKHEAD(NWL) PERMIT TED DEVELOPMENT DISTURBANCE FOR BULKHEAD BACXFILL CLu-L-L-L-a PERMITTEDOEVELOPMENT ®GRADING (3:1 SLOPE)TOTOPOF RIPRAP PROPOSEDDEVELOPMENT RIPRAPPROPOSEDDEVELOPAENT LOTA30UNDARYUNE EXISTING UNPAVED ROADWAYIDRNEWAY c..=..._ ..= EXISTING DRAINAGE DITCH — — • — — • 30CAMAPUSLIC TRUST SHORELINEAEC — — 75'CAMAESTUARINESHORELINEAEC — TOPOFESCARPMENT - - BOTTOMOFESCARPMFNT — +SFTNWLCONTOUR SWAMP FOREST 11! 11(11l111111 404 WETLANDS raaraea�MM APPROX LANDWARD EDGE TREELIKE +12 TOP OF ESCARPMENT ELEVATION(NWL) © TRANSFORMERPAD Q USiSMONUMEI.4T TCYPRESSTREE(S) Drawings derived from a survey of Josiah A. Webb, IN, L-2989, signed on March 21, 2006, and from information available from the Perguimans County GIS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 312312017. Drawing is for permitting purposes only and not construction. Copyright 0 2017 S.A.M.P.S.O.N. & Co., Inc. All Fights reserved. This material is the property of S.A.M.P.S.O.N. & Co., Inc., and Is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or altered in any fashion by any entity without the express written consent of SA.M.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A Newbold Miller, I.L.C. Written consent Is herby granted tc NC DCM, NC DEQ, and the US ACOE for Permit processing purposes. I 1 IParnidr oil and propowd developmrnt labeledl 08302017 STAMP &AM .&0.N.3ndCvnW g ■ 125 nunrare i ran West (exaEr-r-n'LE: T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER 7 DEVELOPMENT SHORELINE DEVELOPMENT MODIFICATIONS As Indicated Wnvv NO.: TS 06 - 042413. 002 SHEET 6 OF YT it 04/26/17 40.:06-042413 i • I Received I ALI( :3 iQt7 I • I -I- — —��E - Property Of..- T. A. Newbold Miller, LLC \ PARCEL ID 5-0053-0048 ' I 75_FTESTUARINE iSHORELINEAEC 30-FT PUBLIC TRUST I SHORELINEAEC — — • — .� 1 i PERQUIMANS RIVER IFLOO EBB tea— cC --'1 1.3 MILES TO NEAREST LAND RG " E' SEP 11 i DCM- MF -50' 0' W. 100, 200' 300, iSCALE: 1 inch = 50 ft _ — SHORELINE(NWL)-GPS03t=17 EXISTING BULKHEAD (PERMITTEDDEVELOPMENT) _ PROPOSED BULKHEAD (NWL) PERMITTEDDEVELOPMENT 771-7-7-7-�1-I DISTURBANCE FOR BULKHEAD BACKFILL JJ Ld PERMITTEDDEVELOPMENT ��ppQ'p'pppppppQ�� GRADING (3:1 SLOPE) TO TOP OF RIPRAP �C,G]f�LY�d PROPOSEDDEVELOPMINI LOTIBOUNDARYUNE — —EXISTING UNPAVED ROADWAYIDRNBNAY EXISTING DRAINAGEDITCH - — — — 30'CAMAPUBLIC TRUSTSHORELINE AEC — — 75-CAMAESTUARINESFIORELINEAEC TOPOFESCARPMENT - - BOTTOMOF ESCARPMENT -- —'I +6FTNWLOONTOUR SWAMP FOREST 1,11 W W NZ 404WETLANDS MNaMa APPROX LANDWARD EDGETREEUNE +12 TOP OFESCARPMENT ELEVATION(MNL) (0 TRANSFORMER PAD A USGSMONUMENT CYPRESS TREEtS) L-2989, signed on March 21, 2006, and from information available from the Perquimarls County GIS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 3123/2017. Drawing is for permitting purposes only and not construction. Copyright ® 2017 S.A.M.P.S.O.N. & Co., Inc. All rights reserved. This material is the property of S.AMP.S.O.N. & Co., Inc., and is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or altered in any fashion by any entity without the express written consent of SA.M.P.S.O.N. & Co_ Inc. Written consent is hereby granted to T. A Newbold Miller, LLC. Written consent is herby granted to NC DCM, NC DEQ, and the US ACOE for Permit processing purposes. i 08/30/2017 PE STAMP SAJUSO.N.and Cmtpany Eft NV lM rrari Weal llxabeNG NC aTaoe PROJECTTTPLE' T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER —9� never nouvnm SHORELINE DEVELOPMENT MODIFICATIONS 3CAL F: As Indicated PRAWING NO.: DRAWN' TS C1HECXm 06 - 042413 - 002 I DATE: W26/17 SHEET 7 OFX Il 07ECf NO.: D6 - D42413 I Received -50' 0' 50, 100, 200' 300, QU 31 2011 SCALE: 1 inch = 50 ft (3e NaE C I 1 0� A USGS MON. Q�00 "SUTTON 2 NO.4" RECEIVED I I I sti R < N �9RiN Au--- SyDR�e�Fq�csT \ \\\ I\ PERQUIMANS RIVER � E 1.3 MILES TO NEAREST LAND I ,I I' SEP 112017 DFM- MHD CITN Property Of. ' T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048 90' X 52.5' BRICK ODWELLING � I 1 t _________ — LEGEND/KEY — SHORELINE(NWQ-GPS03t23(017 EXISTING BULKHEAD (PERMITTED DEVELOPMENT) PROPOSED BULKHEAD (NI PERMTTEDDEVELOPMENT ®DISTURBANCE FOR BULKHEAD BACKFILL PERMITTED DEVELOPMENT 13'.1 SLOPE) TO TOP OF RIORAp ®GRADING PROPOSED DEVELOPMENT y� \\`'\ RIPRAP PROPOSED DEVELOPMENT LOT(BOUNDARY UNE _ -- EXISTING UNPAVED ROADWAYORNEWAY — -- — EXISTINGDRAINAGEDITCH — • — — W CAMA PUBLIC TRUST SHORELINE AEC — — 75CAMAESTUARINESHORELWEAEC — TOPOFESCARPMEN( • - BOTTOMOFESCARPMENT •� »� s6F'TNWLCONTOUR SWAMPFOREST - .,`e Yl �illll lYl! 404WETLANDS We0eMNM APPROX. LANDWARD EDGE TREELINE _ I-7 +12 TOP OF ESCARPMENT ELEVATION (MAIL) O TRANSFORMERPAD ' USGSMONUMENT II CYP ESSTREE(S) 'GENERALNOTES I 1) Drawings derived from a survey of Josiah A. Webb, III, L-2989, signed on March 21, 2006, and from information available from the Perquimans County GIS, NCDENR's NCCREWS data, and from GPS data points ' of the shoreline collected on 3/232017. 2) Drawing is for permitting purposes only and not ...� . construction. 3) Copyright ® 2017 S.A_M.P.S.O.N. &Co., Inc. All rights reserved. This material is the property of S.A.M.P.S.O.N- & Co., Inc., and is protected by the copyright laws of the United States and other caLmdas it may not be reproduced, distributed, or altered In any fashion by any I antlty without the express written consent of SA.M.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A. Newbold Miller, LLC, Written consent is herby granted to NC DCM, NC DEC. and the US ALOE ' for Permit processing purposes. No I REVISION [)ATE ' 1 Permitted and proposed development labeled 0&302017 per NCDCM PESTANIP S.A.M.PS.O.N.andCapny 1as Heri.....ran en:eealr,aTa c Nc os 2'. PROJECT TITLE: T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER DEVELOPMENT DRAWING TITLE: SHORELINE DEVELOPMENT MODIFICATIONS SCALE: As Indicated DRAWINCi NO.: 06 - 042413 - 002 DRAWN: TS CRECKED. SHEET 8 OF 'If 0 DATE: 04126117 OJECf NO.: 06 - 042413 Property Of T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048 O 155ft 90' X 52.5' BRICK DWELLING ' ( USGS Y6N. ' SUTTON 2 NO.2 I USGS MON. r "SUTTON 2" A —PROP68 &PIER 3: 400 sf Boathouse with 2 Boat Lifts, 384 sf Platform, & 2 Piles for Mooring or Boat Lift at 3rd Boat Slip Existing Pile 43 ft (PERMITTED DEVELOPMENT) E E'd"WED SEP 112017 -50' )CM- MHD CITY I / SHORELINE(NWL)-GPS 03l232017 EXISTING BULKHEAD (PERMITTED DEVELOPMENTI PROPOSED BULKHEAD (N / PERMITTED DEVELOPMENT / . ® DSTURE PERMITTED DVELOPM KNEAD BACACFILL PERMITTEDDEVELOPMENT ®GRADING (3.1 SLOPE) TO TOP OF RIPRAP PROPOSED DEVELOPMENT RIPRAP PROPOSED DEVELOPMENT LOPSOUNDARY LINE EXISTING UNPAVED ROADWAY/DRIVEWAY EXISTINGDRAINAGEDITCH — — - 30'CAMA PUBLICESTUARINE INE STORELINSHORELINE AEC 75' CAMA ESTUARINE SHORELINE AEC TOPOFESCARPMENT BOTTOM OF ESCARPMENT .6FTNWLCONTOUR SWAMP FOREST 1111il11C\I(11! 404WETLANDS — - MM�Oa/a� APPROX LANDWARD EDGE TREELINE • • • • +12 TOP OF ESCARPMENT ELEVATION (MAIL) © TRANBFORMERPAD Q USGSMONUfvENT PERQUIMANS RIVER CYPRESS TREE(S) EE B 1.3 MILES TO NEAREST LAND 110 ft 0 It Reconstructed Derelict Pier/Platform (PERMITTED DEVELOPMENT) 0' 50' 100' SCALE: Iinch = 50 ft 200' Drawings derived from a surrey of Josiah A. Webb, III, L-2969, signed on March 21, 2006, and from information available from the Perquimans County GIS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 3123/2017. Drawing is for permitting purposes only and not construction. Copyright 9 2017 S.A.M.P.S.O.N. & Co., Inc. All rights reserved. This material is the property of S.A.M.P.S.O.N. & Co., Inc., and Is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or aftered in any fashion by any entity without the express written consent of SA.M.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A Newbold Miller, LLC. Written consent is herby granted to NC DCM, NC DEC. and the US ACOE for Permit processing purposes. NO REVISION DATE 1 Pemtedrooed dvlopment labeled peNDCM 08/3020I7 PE STAMP S.A.MYSA.N.and Capany Received AUG 31 2017 125 Namara Iran Weat Elizabetl. C , NC Y/ae9 21 $ PROJECT T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER DEVELOPMENT SHORELINE DEVELOPMENT MODIFICATIONS 300' SCALE: As Indi01 cated DRAWN: TS "^ -: 04/26117 1 06 - 042413 - 002 SHEET 9 OF 17' Il Historical/Archeological Site per NC Office of Archives & History (Reference Pg 53) / -50' 0' Culvert CONTi ES f' N LET aa� y 9 50' 100' Ko 300' SCALE: 1inch = 50 ft I Property Of: T. A. Newbold Miller, LLC I PARCEL ID 5-0053-0048 75-FTESTUARINE PERQUIMANS RIVER N- E� 1.3 MILES TO NEAREST LAND i t:. SEP l i 2017 DCM- MHD CITY Rellcelved =JG 3 ='JW -EC — SHORELINEIMWL)-GPS03123r"7 EXISTING BULKHEAD v (PERMITTED DEVELOPMENT) _ PROPOSED BULKHEAD(NWL) PERMITTEDDEVELOPMENT DISTURBANCE FOR BULKHEAD BAGKFLL LL_L_L.LL� PERMTfTEDDEVELOPMENT pppppp�pp��-1 GRADING(3:1SLOPE)TOTOPOFRIPRAP mC�LY�d PROPOSEDDEVELOPM6NT LJ RIPRAP PROPOSED DEVELOPMENT LOT/SOUNDARYLWE �- — EXISTING UNPAVED ROADWAYIDRNEWAY -..— ..—...— EXISTING DRAINAGEDITCH - — — — SO CAMAPUBLIC TRUST SHORELNEAEC 75• CAMAESTUARINESHORELINEAEC TOPOFESCARPMENT BOTTOMOFESCARPMENT tSFTNWLCONTOUR SWAMP FOREST 11l Yl1V11C11! 401WETLANDS eaaiiiiiiii� APPROX. LANDWARD EDGE TRFR INE +12 TOP OF ESCARPMENT ELEVATION(MN1.) © TRANSFORMERPAD Q USGSMONUMENT CYPRESS TREE(S) 1) L)mwags de11V9d from a survey or J sian v vveou, 19, L-2989, signed on March 21, 2006, and from information available from the Perquimans County GIS, NCDENR's NCCREWS data, and from GPS data pants of the shoreline collected on 3/2312017. 2) Drawing is for permitting purposes only and not construction. 3) Copyright 0 2017 SA.M.P.SO.N. & Co., Inc. All rights reserved. This material is the property of S.AM.PS.O.N. & Co., Inc., and is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or shared in any fashion by any entity, without the express written consent of SA.M.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A. Newbold Miller, LLC. Written consent Is herby granted to NC DCM, NC DEO, and the US ACOE for Permit processing purposes. 1 Irermrucn am pnryvecu �,.,w......W,..i 09302017 &9.M &0AendCogwgy PROJECTTTFLE' T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER DEVELOPMENT SHORELINE DEVELOPMENT MODIFICATIONS ks Indicated wLNLr NU.: TS 06 - 042413 - 002 SHEET10OF loll 04f26t17 0.:06-042413 • Property Of.• I T. A. Newbold Miller, LLC PARCEL ID 5-0053-0048 ir z I a Received AUG 31 2017 DOM-EC I / F�aELINE AEC I 3o r'=-Es�(C ATc 1. =/ i ECLi V L. SEP 112017 _5(Y or 50' 09111 SCALE: finch = 50 ft 200' -2.8 ft PIER 4: 4 0 sf Boathouse with 2 Boat Lifts, 384 sf Platform, & 2 Piles for Mooring or Boat Lift at 3rd Boat Slip RMITTED DEVELOPMENT) PERQUIMANS RIVER LO E B 1.3 MILES TO NEAREST LAND 300' — SHORELINE (NWL)-G PS 03r232017 EXISTING BULKHEAD (PERMITTED DEVELOPMENT) PROPOSED BULKHEAD(NWL) s PERMITTED DEVELOPMENT DISTURBANCE FOR BULKHEAD BACKFILL PERMITTED DEVELOPMENT GRADING(3:1 SLOPE) TOTOPOFRIPRAP /\/\A PROPOSEDDEVELOPMENT RIPRAP PROPOSED DEVELOPMENT LOTIBOUNDARY UNE EXISTING UNPAVED ROADWAYIDRNEWAY -..= .._-..= EXISTING DRAINAGE DITCH — — — 39 CAMA PUBLIC TRUST SHORELINEAEC 75' CAMAESTUARINE SHORELINE AEC TOPOFESCARPMENT BOTTOMOF ESCARPMENT .6FTNWLCONTOUR SWAMP FOREST \J(y(404WETLANDS W� APPROX. LANDWARD EDGETREELINE +12 TOP OF ESCARPMENT ELEVATION(MNL) OTRANSFORMERPAD Q USGSMONUMENT CYPRESSTREE(S) 1) Drawings derived from a Survey of Josiah A Webb, III, L-2989, signed on March 21, 2006, and from information available from the Perquimans County GIS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 3l23/2017. 2) Drawing is for permitting purposes only and not construction. 3) Copyright ® 2017 S.A.M.P.S.O.N. & Co., Inc. All rights reserved. This material is the property of S.A.M.P.S.O.N. & Co., Inc., and is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or altered in any fashion by any entity without the express written consent of SA.M.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A Newbold Miller, LLC. Written consent is herby granted to NC DCM, INC DEC, and the US ACOE for Permit processing purposes. 1 IPemtitted and proposed development labeled 08/302017 SAM.PRO.N.andCompny EM "' T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER SHORELINE DEVELOPMENT MODIFICATIONS As Indicated Ott WLNUINV.: TS 06 - 042413 - 002 SHEETII OFy7Ii 04/26/17 Received ?.if[. 3 1 '%617 50' #"yC 5a 100, SCALE: 1 inch = 50 ft 200' 300' / / a / / / Property Ot: T. A. Newbold Miller, LLC / � 0 / 1 PARCEL ID 5-0053-0048 / SHORELIN / � -�/TP'uST RECEIVED SEP 1 1 2017 DCM- MHD CITY PERQUIMANSRIVER EBB 1.3 MILES TO NEAREST LAND If PIER 4: 4 Sf 608thOUSe • h 2 Boar Lifts, 384 sf Platform, & Piles for Mooring or at Lift at 3rd Boat Slip SHORELINE (NW L)-GPS o3.?N20t7 EXISTING BULKHEAD (PERMITTED DEVELOPMENT) PROPOSED BULKH EAD (N W I.) ' PIERMITTEDDEVELOPMENT 7— LL DISRUROWEADBACKFU. PETM GRADING (3:1 SLOPE) TO TOPOF RIPRAP ✓�G]L�L�1��i PROPOSEDDEVELOPMENT 7TTT%I RIPRAPPROPOSED DEVELOPMENT LOTMOUNDARYLNE EXISTING UNPAVED ROADWAYIDRNEWAY .— ..—...= EXISTING DRAINAGEDITCH — 30 CAMAPUBLIC TRUST SHORELNEAEC 75 CAMA ESTUARIN E SHORELINE AEC TOPOFESCARPMENT BOTTOMOF ESCARPMENT -- — +SFTNWLCONTOUR SWAMPFOREST 404 WETLANDS APPRO)L LANDWARD EDGETRFELWE +12 TOPOFESCARPMENTELEVATION(MML) ® TRANSFORMER PAD Q USGSMONUMENT CYPRESSTREE(S) Drawings derived from a survey of Josiah A Webb, III, L-2989, signed on March 21, 2006, and from information available from the Perquirrans County GIS, NCDENR's NCCREWS data, and from GPS data points of the shoreline collected on 3123/2017. Drawing is for permitting purposes only and not construction. Copyright m 2017 SA.M.P.S.O.N. & Co., Inc. All rights reserved. This material is the property of S.A.M.P.S.O.N. & Co., Inc., and is protected by the copyright laws of the United States and other countries. It may not be reproduced, distributed, or afterad in any fashion by any entity without the express written com ent of SAM.P.S.O.N. & Co., Inc. Written consent is hereby granted to T. A Newbold Miller, LLC. Written conseal is herby granted to NC DCM, NC DEQ, and the US ACOE for Permit Processing purposes. QLO 0)17302017 S.iM.PSOP.aedCa�aBy 125 [rumors i rah West JE: T. A. NEWBOLD MILLER, LLC SHORELINE PROTECTION & PIER SHORELINE DEVELOPMENT MODIFICATIONS As Indicated IDAT&: 0026/17 1 06-042413-002 SHEET12OF 12