26-14 MM 2017 TA Newbold Miller LLC

144
... _-....- ...........................- -
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
[e-mail]
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,
[phone] 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 �
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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
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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: [phone]).
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: [phone]).
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
[e-mail]
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: [phone]).
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: [phone]).
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: [phone].
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 [phone] 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 [phone], 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 [e-mail] 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:
[e-mail])

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North CeroVna Environmental
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PARCEL ID 5-0053-0048 I ' I � /
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PARCEL !O 5-0053-0048-
/
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North Carolina vlronmental
Management Commiseton
Oiviston of Wafer Resources
Cate 5 /c,-_ z _—_20_(j__,_
PennitR�3-7t�,li.
PEROUIMANSRI R
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. North Carolina Environmental
q°reae bT.ANmt°b WGar,LLG WRWAC
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Management Commission
1"°�°P"semwn
Division Of Water Resources
Date 5/,Z—_20 11
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APPROVED
North Carolina Environmental
Martagernant Commimlon
Dly1slon of Water Resources
Date 6i IL- 20 1'7 +12
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Property Ot
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PARCEL to 5-0053-0048 T� �.-�AEC , 5 4 0 sf Boathouse
A _, '5
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384 &FRIallom, & To Piles
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TRUS 2 Piles for Mooring or SHEET120F IZ
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UBLIG . Aec' - Boat Lift at 3rd Boat SUP PERMITTED
D
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-�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: [phone]).
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: [phone]).
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: [phone]).
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) <[e-mail]>
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 [e-mail].
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: [phone] — Fax: [phone]
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: [phone] — Fax: [phone]
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: [phone] — Fax: [phone]
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

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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
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9 f EIVED
S� F 112017
DCM- J;AAD CITY
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■ 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
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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
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❑ Priority Mall Express®
❑ Adult Signature Restricted Delivery
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❑ Cerhfled Mail®
ClCerrifled Mall Restricted Delivery
❑ Reegegglstered
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❑ Collect on Delivery
❑ Collect on Delivery Restricted
❑ Return Receipt for
Merchandise
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❑ Signature Confirmation*a
Signature Confamaflonary
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If YES, enter delivery address below: ❑ No
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❑ Collect on De livery
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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
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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
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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
-®
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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
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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
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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