20131280 Ver 1_CAMA Application_20131211

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20131280
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C Davis John E Skvarla, III
Governor Director Secretary
December 9, 2013
MEMORANDUM
TO Karen Higgins, Compliance and Permitting Unit Supervisor
Wetlands, Buffers, Stormwater — DWQ /Division of Water Resources
FROM Doug Huggett
Mayor Permits Processing Coordinator lop I � Ill V L5
SUBJECT CAMA Permit Application Review 1 1 2013
IJ it �,
Applicant: T. A. Newbold Miller, LLC UP . a
Project Location: off Bundy Road in Perquimans County
Proposed Project: Bulkhead, piers, platforms, boathouses, & boatlifts
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/30/13 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
1367 US 17 South, Elizabeth City, NC 27909
Phone 252 - 264 -3901 1 FAX [phone], Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME T A Newbold Miller, LLC
2 LOCATION OF PROJECT SITE The property is located at the end of Bundy's Road, 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 160.178R17-24 1995: 160 -1646 Q17 &18, R15 -17, R18 -22, S14-
16, S2 -8, T9 -11 1989: 118-7 H4 -13, 11 -3, 114 &15, 114 -22 118-8 H5 &6, H14- 22,17- 9,112 &13,123 &24
1984: 116 -810 P3 -14, Q172 116.811 P13, P23 &24, Q13 -17, Q20 -22, R17 -19
State Plane Coordinates X 2767112 Y 890586
3 INVESTIGATION TYPE CAMA/D &F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit(s) 11/02/2013 by boat & 11/05/2013 by land
Was Applicant Present No, a request to meet with the
applicant's consultant was denied
5 PROCESSING PROCEDURE Application Received Complete December 3, 2013
Office Elizabeth City
6 SITE DESCRIPTION
(A) Local Land Use Plan Perquimans County
LUP Land Classification
(B) AEC(s) Involved PTW, EW and ES
(C) Water Dependent Yes
(D) Intended Use Private and Commercial
(E) Wastewater Treatment Existing One septic System
Planned None
(F) Type of Structures Existing Three sections of bulkheading, one storage /farm budding,
one camper, gravel access road, and one dwelling
Planned Four new sections of bulkheading and five piers with
platforms Four of the five piers will have boathouses with 3
formal boat moorings at each for a total of 12 formal
moorings
(G) Estimated Annual Rate of Erosion 1 8'
7 HABITAT DESCRIPTION [AREA]
DREDGED FILLED Shadina
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands Shallow Bottom
Open Water
12,026sf
7,323sf
(C) Other High Ground
183,952sf
(D) Total Area Disturbed 203,301sf (4 66 acres)
(E) Primary Nursery Area No
(F) Water Classification SB Open No

T. A. Newbold Miller, LLC
Field Investigation Report
Page 2
8 PROJECT SUMMARY The applicant proposes to bulkhead four sections of shoreline totaling 6,013 linear
feet and construct of five piers with five platforms Four of the five piers will have boathouses with two
boatlifts in each boathouse and a third boatlift on the landward side of the boathouse adjacent to the pier and
a finger pier The fifth proposed pier will be in the same location as a pier destroyed during Hurricane Isabel
in 2002, and will have no formal mooring facility The project will involve two tracts under single ownership
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 59127 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 18' per year The shoreline is irregular with severe scalloping and 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 platform 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. Roads have recently been constructed roads to access managed pine stands and a
number of deer stands for hunting 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 (Pinus taeda), tulip poplar
(L►nodendron tulipifera) white oak (Quercus alba), bald cypress (Taxod►um d►stichum), black gum (Nyssa sylvatica),
groundsel tree (Bacchans halim►folia), red maple (Acer rubrum), sweet gum (L►qu►dambar styrac►flua), carolina
jasmine (Gelsem►um sempervirens), cat brier (Sm►lax rotund►folia), elder (Iva frutescens), common reed (Phragm►tes
australis), switch cane (Arund►nana tecta), poison ivy (Tox►codendron rad►cans), and a variety of domestic grasses
Submerged aquatic vegetation has been known to inhabit the water bottom near the property in question Presence
of vegetation 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 milfod could be found along the shallow
waters of the Perquimans River Those densities have not been seen since Hurricane Isabel According to the
application little to no vegetation was found along the shoreline of the subject property
1\
4

T. A. Newbold Miller, LLC
Field Investigation Report
Page 3
The water bottom along the applicant's property consists of a fine sand substrate with a gentle slope Water depths
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 14 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
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
The project narrative addresses endangered and protected species and notes that the project will not adversely
impact any protected flora or fauna
Development Proposal
Bulkhead System The applicant proposes to construct four sections of bulkhead along 6,013' of eroding shoreline
along the Perquimans River The four sections of vinyl bullhead will tie into three existing vinyl bulkheads on the
property With the exception of a small ditch located on the west side of the small 4 75 acre tract, the entire
shoreline of the applicant's property abutting the Perquimans River will have vinyl bulkheading The average
alignment of the bulkhead will be no greater that 2' waterward of normal water level (NWL) and will result in the
filling of up to 12,026 square feet of shallow bottom The top of the bulkhead will be constructed at an elevation of 3'
above normal water level Heavy equipment including a bulldozer, backhoe and long reach excavator will be utilized
to construct the bulkhead system, place backf ll above and below NWL, and contour the shoreline
Proposed Sections of Bulkhead - Northern section 946'
- Short section to tie into the north corner
of existing bulkhead on the small 4 57
acre tract adjacent to the drainage ditch 72'
- Middle section between the existing
bulkhead on the small tract and the bulkhead
at the dwelling 3,481'
- Southern section 1,514'
6,013'
Average alignment not to exceed 2' x 6,013' = 12,026sf
Shallow Bottom Fill:12,026sf
Land Disturbance According to the application narrative, page 9, and staff calculates the total area of land
disturbance anticipated in conjunction with the filling and contouring of the shoreline is between 414 and 4 2
acres It is anticipated that 4,510 cubic yards of fill will be used to backfill the proposed bulkheads
Land Disturbing Activity: 4.2 acres or 183,952sf

T. A. Newbold Miller, LLC
Field Investigation Report
Page 4
Piers Systems The applicant proposes to construct a total of five treated wood piers Each of the four proposed
piers will be 131' with a 16'x 24' platform on the end, a 16' -8" x 24' boathouse with two interior boatlifts (7'x 24')
and a 6'x 14' -4" finger pier along the landward side of the boathouse A third 7'x 24' boatlift will be located on the
landward side of the boathouse and finger pier A fifth pier is proposed and will be located on the east side of the
existing dwelling in the same location as a pre - existing pier destroyed by severe storms and wave action over a ten
year period
New Piers The calculations below differ from the area calculations submitted in the application The
difference is a result of the pier lengths and the overlapping of the boathouse roof eaves over the
adjacent platforms According to the application there are 4 new piers being proposed at a length
of 155' The proposed pier is actually 131' long with a 24' long platform on the end, bringing the
overall length to 155' Staff calculations also subtract 32sf from each boathouse (128sf) to account
for the boathouse roof eaves that overlap the adjacent platforms Based on these findings staff
calculations show open water shading total 6,495sf (Page 4), not 7,256sf as indicated in the
application and narrative
Piers 4(131'x 6') 3,144sf
Fingers Piers 4(6'x 14' -4 ") 344sf
Platforms 4(16' x 24') 1,536sf
Boathouses 4(16' -8" x 24') 1,600sf -128sf (roof overlappinq the platform) 1,471 sf
Subtotal 6,495sf
Reconstructed Pier
According to the application the reconstructed pier will be 110' long, and states that the area of the pier and
platform will be 900sf, however, the total length of the structure is 110' long, with a 98' pier and 12' x 20'
platform Staff calculations show that the actual area of the pier and platform will be 828sf, not 900sf as
indicated in the application
Pier 6'x 98' 588sf (98' pier + 12' platform = 110')
Platform 12'x 20' 240sf
Subtotal 828sf
New Piers 6,495sf
Reconstructed Pier 828sf
Open Water Shading: 7,323sf
Boatlifts (Outside of the Proposed Boathouses) 4(7'x 24') = 672sf enclosed by boatlifts
Large Tract - shading impacts from docks, finger piers and boathouse 2,755sf
Area enclosed by boatlifts = 504sf
Subtotal 3,259sf
Small Tract - shading impacts from docks, finger piers and boathouse 836sf
Area enclosed by boatlifts = 168sf
Subtotal 1,004sf

T. A. Newbold Miller, LLC
Field Investigation Report
Page 5
Based on the application and narrative submitted, it is anticipated that less than 10sf of submerged aquatic
vegetation (SAVs) will be shaded by the proposed piers Staff is unsure how the applicant arrived at 10sf of impacts
given the time of the year that the SAV survey was conducted (September 12, 2013) According to the narrative on
Page 5, no vegetation was observed on May 1, 2013, and sparse amounts were found in September. These
findings do not agree with staffs observations regarding SAV growth within the Perquimans River
Anticipated Impacts
Shading of Open Water = 7,323sf
Land Disturbing Activity = 183,952sf
Shallow Bottom Fill = 12,026sf
Total 203,301sf (4 66 acres)
1) While sparse vegetation was found within the project area in mid September 2013, submerged aquatic
vegetation has been found along the shallow waters of the Perquimans River Some minor impacts are to
be expected
2) Shading of 7,323sf of open water bottom from piers, platforms and boathouses
3) Construction of the proposed bulkheads will result in reduction in vegetation density and diversity along the
existing shoreline
4) Construction of the proposed bulkheads will include the removal of fallen trees along the shoreline,
reducing natural cover and shallow water habitat for finfish
5) Jetting pilings for the proposed piers will result in temporally suspending sediments in the water
6) Along the shallow waters of the proposed piers prop wash will cause resuspension of sediments within the
water column
7) The proposed development will permanently disrupt animal populations within the project area
8) Displacement of 12,026sf of water bottom from fill associated with the construction of the four sections of
bulkhead
9) Land disturbance in association with the proposed bulkheads will be approximately 4 2 acres
Submitted by Lynn Mathis
Date: December 6, 2013

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]
[e-mail] www.sampsonmarine.com
PROJECT NARRATIVE
IN SUPPORT OF REQUEST FOR MAJOR PERMIT
REVISED 11/26/2013
APPLICANT: T. A. Newbold Miller, LLC
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 Suttons 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
Perquunans 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 591.27 acres. The northeast
corner of the smaller of the two tracts lies adjacent to the terminus of the
directions supplied above.
The combined shoreline of the two tracts along the Perquimans River is
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 Suttons Creek is 6804 feet. This number is derived from the

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shoreline depicted on a survey of Josiah A. Webb, III, L -2989, signed on
t 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 Suttons Creek, would, from NC CREWS data, likely
comprise most of the 404 wetlands on the property. Three of the Swamp
Forest acres lie within and are surrounded by a managed pinewood forest.
The forested areas are suitable for sylviculture. There is evidence of
logging operations 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 transitions in
elevation down to the NWL along the Perquimans River This area
supports trees and three 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 Suttons Creek, is a large agricultural and forested
parcel with no indications 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
Suttons Creek is an agricultural and forested parcel with one residential
structure along New Hope Road, but no indications of any development
along the water of Suttons Creek. Across the mouth of Suttons Creek lie
the subdivisions of Suttons Creek and Suttons 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 Suttons Creek where the shoreline has not been stabilized
by constructed bulkheads. Noticeable erosion along Suttons 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
the Perquimans River, where the shoreline protection is sought under this
Permit application, 1.8 acres of upland have been lost to erosion, as
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
taken on 5/1/2013. This constitutes an average loss of 12.7 feet along the
6181 feet of unprotected shoreline over the course of 7 years, or an average
Page 2 of 11

;annual loss of 1.8 feet per year. Some minor accretion is noticeable along
ithe Perquimans River shoreline where large trees have fallen from the
escarpment into the river, but these areas are likely of a transient nature,
- _ and will be lost as the trees decay and no longer serve as natural groins.
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 sylviculture 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 Suttons Creek in the
Swamp Forest area.
The soil in the area of proposed development along the Perquimans River
is classified in its entirety as Yeopim A soil. There is a small segment
(approximately 7 acres) in the area of proposed development along the
mouth of Suttons Creek that is classified as Altavista Fine Sandy Loam, a
non -hydric soil.
Hydrology:
The hydrology of the project area varies significantly. The areas having
Yeopim A and Yeopim B soils are 18 to 36 inches above the water table,
and the area having Altavista 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 Altavista 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 sylviculture activities,
has been ditched and drained, and this suggests that the normal water table
probably lies 1 to 3 feet below the surface.
Page 3 of I 1

E
Some of the drainage from these tracts is conveyed to the Perquimans
1 ` 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 sylviculture area to the lower elevation
_ - Swamp Forest pocket that is surrounded by the managed pine forest.
The Normal Water Level of Suttons 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. Bulkhead development is proposed to be kept
landward of, or stop short of these 404 wetlands. Without question, 404
wetlands do exist along the shoreline of Suttons 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)
Coastal Wetlands -
Coastal wetlands were searched for on the property within the area where
the shoreline protection development is proposed, and none were found. No
attempt was made to determine whether coastal wetlands may co -exist with
404 wetlands north beyond the mouth of Suttons Creek.
Uplands:
Upland vegetation is typical for agriculture and sylviculture activites. Areas
under agriculture cultivation consist, depending on annual planting, of soy
beans, corn and wheat. Areas under sylviculture consist predominantly of
Loblolly pine (Pinus taeda). Other areas not under cultivation include
White oak (Quercus alba), Sweet gum (Liquidambar styraciflua) and
Yellow poplar (Liriodendron tulipifera).
Page 4 of 11

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
Suttons 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 prohibited 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.
In the areas where the four new piers are proposed, additional investigation
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
piers, boathouses and platforms was waded, examined visually and raked to
identify presence of any SAV
For the alignments of Pier 1 and Pier 2, no SAV were detected out from the
shoreline for a distance of approximately 50 feet. From 50 feet offshore to
a distance of approximately 160 feet offshore, intermittent clumps of plants
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 - Existant.
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
Page 5of11

p , ' 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 III 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 Suttons
Creek. These indications are referenced on the above maps to "Pg 54." A
third indication is located ,lust to the east of the "brick residential structure."
None of these sites are located within the area of proposed development.
Species of Concern:
Five 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. There was no nesting habitat for this specie observed in
the area of proposed development.
The vascular plant listed is Raven's boxseed (Ludwigia ravenu), 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 erosion control bulkhead, 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.0 G.S. 113A 1 -10).
Existing-
Page 6 of 11

{ .
! DEC
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.
Other prior 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
waterward 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 has been stockpiled
for use as bulkhead backfill in an area near the shoreline approximately 985
south of the driveway to the residential structure. This occupies an area of
approximately 800 square feet. 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 structures exist The derelict
pier /platform extends approximately 110 feet into the Perquimans River,
and the platform is approximately 240 square feet. It is proposed to
reconstruct this pier /platform for use as a swimming and fishing platform,
with no vessel mooring. One derelict pile exists just to the north of the
derelict pier Two derelict piles exist just waterward 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 accessways exist along
the perimeters of agriculture fields and providing access to and within the
sylviculture area. Other infrastructure includes power and telephone
utilities roughly paralleling Bundy Road, and continuing on to the
residential structure.
In addition, a considerable length of agriculture and sylviculture ditching
exists, providing drainage to the property.
Currently, approximately 3 acres of the two parcels are devoted to the
location of a residence (the brick residential structure). At present this
Page 7 of 11

M
i ? ! 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
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.
Proposed New as Part of this Permit Application -
Four separate docking facilities:
• Pier number 1 is located on the bulkheaded shoreline 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
boatslips (1 open with 2 mooring piles, and 2 within the boathouse).
Each boatslip will be provided with a boatlift
• Pier number 2 is located on the bulkheaded shoreline 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 boatslips (1 open with 2
mooring piles and 2 within the boathouse). Each boatslip will be
provided with a boatlift.
• Pier number 3 is also located on the bulkheaded shoreline 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 boatslips (1 open
and 2 within the boathouse) Each boatslip will be provided with a
boatlift
• Pier number 4 is also located on the bulkheaded shoreline near the
mouth of Sutton 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 boatslips (1 open
and 2 within the boathouse). Each boatslip will be provided with a
boatlift.
One reconstruction of existing vier /platform as swimming /fishing
platform (no moorage of vessels) -
This derelict structure is located along the shoreline near the brick
residential dwelling, extends 110 feet into the water. Platform will be
12' x 20', totaling 240 square feet.
Four individual sections of bulkhead.
It is proposed to locate all bulkheads landward of any wetland areas, or
to terminate bulkhead sections where any wetlands are encountered.
This is anticipated to be necessary only where the existing drainage
ditch enters the Perquimans River near the northwest corner of Parcel
ID 5- 0053 -0048A The bulkhead is proposed to be located at NWL
Page 8 of 11

depicted on submitted drawings. There is no desire to locate bulkheads
waterward of NWL for shoreline protection purposes It is proposed
r that the bulkhead would only be waterward of NWL to facilitate
construction in straight lines where minor undulations in shoreline
- - would make construction along the actual waterline impracticable In
these cases, the bulkhead would be no farther waterward of the NWL
than 5 feet in any single location, as is required for bulkheads permitted
under General Permit Rules, per 15A NCAC 07H .1105(a)(1).
A total 6,013 feet of bulkhead is proposed as follows.
• Northern Section borders 946 feet of shoreline along the
Perquimans River, from parcel boundary to wetlands along drainage
ditch.
• Short Section to south of Drainage Ditch, borders 72 feet of
shoreline /404 wetlands along the Perquimans River and Drainage
Ditch, connecting to existing bulkhead.
• Middle Section borders 3481 feet of shoreline along the Perquimans
River.
• Southern Section borders 1514 feet of shoreline along the
Perquimans River.
Grading of adjacent uplands, extending approximately 30 feet landward
of bulkhead location, is proposed for backfill in an amount totaling
approximately 4,510 cubic yards. The soil adjoining the proposed
bulkhead locations, within the escarpment and on the virtually flat
adjoining terrace, will be used for bulkhead backfill purposes. While
the width of the soil disturbance area adjacent to the proposed bulkhead
will vary depending on height of the escarpment above the NWL and
the lateral distance of the escarpment landward from the proposed
bulkhead location, it is anticipated that this will be a maximum distance
of 30 feet, and an average lateral distance of approximately 13.5 feet,
and result in slopes from the adjoining terrace to the bulkhead no
greater than 1.4.5.
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 brick residential structure is provided
by an individual well.
Power and Telephone:
Power utilities are provided on above ground poles extending to the
storages shed on PARCEL ID 5- 0053 -0048A and to the brick residential
structure on PARCEL ID 5- 0053 -0048. Telephone utilities are buried along
Bundy Road and extend to the brick residential structure on PARCEL ID 5-
0053 -0048.
Page 9 of 11

IMPACTS
Project development under this Permit application seeks no new
impervious surface.
Overall project development involves the following impacts:
Piers, Platforms and Boathouses
• Each of the four new pier /platform/boathouse structures will shade
approximately 1814 sq. ft. of State waters, for a combined shading
impact of 7256 sq. ft.
The reconstructed pier /platform will shade an area of approximately
900 sq ft, giving total shaded impacts of approximately 8156 sq ft
No shading of SAV beds is anticipated from the Piers, Platforms
and Boathouses.
• Driving of pilings will result in minor, temporary acoustic shocks
within the water column.
• Driving of pilings will result in minor, temporary turbidity in the
water column.
Bulkhead
• Potential fill of the waters of the Perquimans River exists where the
bulkhead alignment may be staked at places waterward 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
• Upland land disturbance extending a maximum of approximately 30
feet landward of the bulkhead alignment. These upland areas will be
graded on a slope down to the bulkhead. For the four sections of
proposed bulkhead, a total of approximately 4.2 Acres will be
disturbed, with 0.9 Acres corresponding to the northern section of
proposed bulkhead, 0.03 Acres corresponding to the short section of
bulkhead near the drainage ditch, 2 4 Acres corresponding to the
middle section of proposed bulkhead, and 0 9 Acres corresponding
to the southern section of bulkhead.
• Bulkhead backfill associated with the grading of contiguous
uplands is estimated to total approximately 4,510 cu. yds.
• Driving of pilings and sheetpiles will result in minor, temporary
acoustic shocks within the water column.
• Driving of pilings and sheetpiles will result in minor, temporary
turbidity in the water column.
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 of 404 wetlands
Page 10 of 11

AVOIDANCE AND
MIMIMIZATION 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.
a
Applicant seeks to provide erosion protection along the unprotected
- - shoreline adjoining the Perquimans River through the construction of pile -
supported wooden, and/or vinyl sheetpile bulkheads. 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 minimum of 6 feet from the exposed bottom of the bulkhead.
Stabilization of adjoining uplands will be addressed by providing seeding
of the disturbed areas at the completion of the land disturbance.
Page 11 of 11

ON MP -1
APPLICATION for
Mayor Development Pe
(last revised 12/27106)
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 PO 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 #
866 793 4261
Street Address (if different from above) City State ZIP
Email
sampsonandco @roadrunner com
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io
Project Name (if applicable)
Shoreline Protection and Boat Docking Facilities
Business Name
T A Newbold Miller, Lic
Applicant 1 First Name
Thomas
MI
A N
Last Name
Miller
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed
Mailing Address
270 Queens Lane
PO Box
City
Palm Beach
State
FL
ZIP
33480
Country
Palm Beach
Phone No
561- 880 -0487 ext
FAX No
561 - 805 -5936
Street Address (if different from above)
City
State
ZIP
Email
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 PO 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 #
866 793 4261
Street Address (if different from above) City State ZIP
Email
sampsonandco @roadrunner com
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Form DCM MP -1 (Page 2 of 4)
County (can be multiple) Street Address
Pergwmans Terminus of Bundy Ro
Subdivision Name City
NA
Phone No
ext
a In which NC river basin is the project located?
Pasquotank
c Is the water body identified in (b) above, natural or manmade?
®Natural ❑Manmade ❑Unknown
e Is proposed work within city limits or planning jurisdiction?
®Yes ❑No
r- _ m » j APPLICATION for
�1a)or Development Permit
State Rd #
1301
State Zip
Lot No (s) (if many, attach additional page with list)
PIN 7869 -53 -0758, PIN 7869 -42 -8389,
b Name of body of water nearest to proposed project
Pergwmans River
d Name the closest major water body to the proposed project site
Albemarle Sound
f If applicable, list the planning jurisdiction or city limit the proposed
work falls within
Perquimans County
a Total length of shoreline "tract(ft 77b Size of entire tract (sq ft)
14813' 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 ft. NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 6' ❑NHW or ®NWL
e Vegetation on tract
Soy beans, corn and wheat, Loblolly pine (Pinus taeda) in agriculture & sylviculture areas,other upland areas include White
oak (Quercus alba), Sweet gum (Liquidambar styraciflua), and Yellow poplar (Linodendron tulipifera), wetland areas include
Bald cypress (Taxodium distichum, Red maple (Acer rubrum), Swamp Blackgum (Nyssa sylvatica var biflora), Wax myrtel
(Mynca cenfera), Loblolly bay (Gordoma lasianthus), and Giant cane (Arundmaria 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, denlect piers and pilings
g Identify and describe the existing land uses adjacent to the proposed project site
To the north along the Pergwmans River is a waterfront residential community, to the north along Suttons 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 ❑Yes ®No ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Mayor Development Permit
m (Q Are there wetlands on the site?
®Yes
❑No
(u) Are there coastal wetlands on the site?
[]Yes
®No
(ui) If yes to either (Q or (u) above, has a delineation been conducted?
[]Yes
®No
(Attach documentation, if available)
possibility of commercial rental
n Describe existing wastewater treatment facilities
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
Septic tank and leach field at residential structure
r -
- - -�
'
{
' 2
o Describe existing drinking water supply source
D EC 3
-
1 ,
1013 f
Individual well at residential structure
with 12 slips on two parcels, including 12 boatlifts, replacement of 1 existing pier platform, with no boat slips
e
p Describe existing storm water management or treatment systems
f What is the approximate total disturbed land area resulting from the proposed protect? 42 ❑Sq Ft or ®Acres
g
NA
that the public has established use of?
a
Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
®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
Driving of pilings for bulkheads and docking facility with vibratory hammer utilizing excavator, and utilizing barge for use of
excavator where needed, movement of upland fill by excavator, backhoe and/or bulldozer
d
List all development activities you propose
Construction of 4 sections of bulkhead protecting a total of 6,013 ft of shoreline, construction of 4 pier /platform/boathouses,
with 12 slips on two parcels, including 12 boatlifts, replacement of 1 existing pier platform, with no boat slips
e
Are the proposed activities maintenance of an existing protect, new work, or both? New
f What is the approximate total disturbed land area resulting from the proposed protect? 42 ❑Sq Ft or ®Acres
g
Will the proposed protect encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
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 ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
I
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
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Form DCM MP -1 (Page 4 of 4)
a A project narrative
APPLICATION for
Major Development Permit
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 title 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 mad 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 Calvin M & Lela W Bundy
Address 168 Russel Drive, Hertford,NC 27944
Phone No 252 -426 -7447
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 CAMA/Dredge & Fill General Permit No 30290A
CAMA/Dredge & Fill General Permit No 60444A
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), if 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 described in the application
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 Novemberr 26, 2013 Print Name Theodore J Sampson, agent for T A Newbold Miller, LLC
Signature
Please indicate application attachments pertaining to your proposed project I
®DCM MP -2 Excavation and Fill Information ODCM MP -5 Bridges and Culverts �° 3 `013
❑DCM MP -3 Upland Development
®DCM MP-4 Structures Information -- _
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Ex— t for brid es and culverts)
DEC 3 /2013
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 shoreli ne
t 7117.1 k a ti a o��jG j +7
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
OWL ❑None
(u) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
? _..: °a.0 d,. . _u...�'.°.....x.�:::.._-..`�.. .tA...;_. �.....� - :.�....�'. _::.,.:....,..M....,,L...,.a _�..:.t ,..
L....._ ,_ t,_,... t...,.: �_d�.........: a. >
..�_: �I J��f6 /foidf"f +rsl i1•)9� +.^��a�f
a Location of disposal area b Dimensions of disposal area
,..._.L a...i�,...,..�. ,y ....... ....... _�.,w.�w
c (Q Do you claim title to disposal area?
❑Yes ❑No ❑NA
(u) If no, attach a letter granting permission from the owner
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
(u) Describe the purpose of disposal in these areas
d (Q Will a disposal area be available for future maintenance
[]Yes ❑No ❑NA
(u) If yes, where?
f (Q Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affected?
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Form DCM MP -2 (Excavation and Fill, Page 2 off,
a Type of shoreline stabilization D Leng[n ou-is n
®Bulkhead ❑Riprap ❑Breakwater /Sill []Other Width 1 5 ft
c Average distance waterward of NHW or NWL <2', approx 12026 d Maximum distance waterward of NHW or NWL 5'
sq ft of fill below NWL
e Type of stabilization material
Wood or Vinyl Sheetpde Bulkhead
g Number of square feet of fill to be placed below water level
Bulkhead backfill < 12026 so ft' Riprap 0
Breakwater/Sill 0 Other NA
I Source of fill material
Clean sod from adjacent uplands (Approximately 4,510 cu yds )
(i) Will fill material be brought to the site? LJYes L
If yes,
(u) Amount of material to be placed in the water
(m) Dimensions of fill area
(iv) Purpose of fill
(i) Has there been shoreline erosion during preceding 12
months
®Yes ❑No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
information
Avg of 1 8' /yr by comparison 2006 survey & 2013 GPS points
h Type of fill material
YeA -- Yeopim Loam loamy /silty fluviomanne deposits
a How will excavated or fill material be kept on site and erosion
controlled?
Deposited behind constructed bulkhead with filter cloth
backing,seeding of adjacent disturbed area
c (i) Will navigational aids be required as a result of the project'7
❑Yes ®No ❑NA
(u) 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 the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of the fill in these areas
b What type of construction equipment will be used (e g , dragline,
backhoe, or hydraulic dredge)?
Excavator, backhoe, and/or bulldozer
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.inccoastalmanagement.net revised: 12/26/06

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
DEC, 3 2'013
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
a (t) Is the docking facility /manna
®Commercial ❑Public/Government ®Private /Community
c (i) Dock(s) and /or pier(s)
(ii) Number 5
(in) Length 155'. 155'. 155% 155'. 110'
(iv) Width 6
(v) Floating ❑Yes ®No
e (i) Are Platforms included? ®Yes ❑No
If yes
(u) Number 5
(m) Length 24', 24', 24', 24', 20'
(tv) Width 16', 16', 16', 16', 12'
(v) Floating ❑Yes ®No
Note Roofed areas are calculated from dnplme dimensions
g (i) Number of slips proposed
12
(n) Number of slips existing
0
i Check the proposed type of siting
❑ Land cut and access channel
[]Open water, dredging for basin and /or channel
®Open water, no dredging required
❑Other, please describe
k Typical boat length 20'- 24'
m (i) Will the facility have tie pilings?
®Yes []No
(n) If yes number of tie pilings?
8
b (i) Will the facility be open to the general public?
[]Yes ®No
d (i) Are Finger Piers included? ❑Yes ®No
If yes
(n) Number
(ni) Length
(iv) Width
/
(Ay?
(v) Floating
❑Yes PJNo
f (i) Are Boatlifts
included? ®Yes ❑No
If yes
(i) Number
3. 3, 3 3
(m) Length
24'. 24', 24'. 24'
(iv) Width
7', 7'. 7', 7'
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips 4
❑ Dry storage, number of boats
❑ Boat ramp(s), number of boat ramps
❑ Other, please describe
j Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
mixed
I (i) Will the facility be open to the general public?
❑Yes ®No
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Form DCM MP -4 (Structures, Page 2 of 4)
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number , Location
❑ Showers
❑ Boatholding tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater ;
None
c Describe the disposal of solid waste, fish offal and trash
None
d How will overboard discharge of sewage from boats be controlled?
Prohibited
e (i) Give the location and number of "No Sewage Discharge" signs proposed
4
(n) Give the location and number of " Pumpout Available" signs proposed
NA
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
NA
g Where will residue from vessel maintenance be disposed of?
NA
h Give the number of channel markers and "No Wake" signs proposed 0
1 Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
NA
What will be the marina policy on overnight and live- aboard dockage?
Overnight dockage allowed, no live- aboard dockage
k Describe design measures that promote boat basin flushing?
NA
I If this project is an expansion of an existing marina, what types of services are currently provided?
No
m Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastaimanagement.net revised: 12127106

Form DCM MP -4 (Structures, Page 3 of 4)
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ®SAV <10 Total ❑SB
OWL ❑None
p Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease
a (q Is the boathouse structure(s)
®Commercial ❑Public/Government ®Private /Community
(n) Number 4
(m) Length 24'
(w) Width 16'8"
Note Roofed areas are calculated from dnphne dimensions
a (i) Number
(n) Length
(w) Width
a Length
c Maximum distance beyond NHW, NWL or wetlands
a Is the structure(s)
❑Commercial ❑PubliclGovernment ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing
r_
i
3 �
i
i
I
b Average distance from NHW, NWL, or wetlands
b Number
d Description of buoy (color, inscription, size, anchor, etc )
252 - 808 -2808 :: 1- 888 -4RCOAST :: www.nccoastalmanauement.net revised: 12127/06

Form DCM MP -4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property lines
Minimum 15'
Note For buoy or moonng piling, use arc of swing including length
of vessel
c Width of water body
1 2 mi
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes, explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
195'
d Water depth at waterward end of structure at NLW or NWL
3'. 3'. 3 3'. 2 8'
a Give complete description
Repair /replace existing pier /platform for purposes of fishing and swimming with no boat dockage
I
252 - 808 -2808 :: 1- 888- 4RCOAST :: www nccoastalmanagement.net revised: 12/27/06

VICINITY MAP
t
OCT 3 o fv�3
-
HERTFORD p f f r7
PW- Z071 New H pe Rd ' ,4 }
i • 1302
130
Old Neck Rd
�.�.
j f
f Bdlys Beach R
i
S t c
V.
! O
From Edenton
Directions:
rom Edenton, NC, proceed north and cast on US 17 through Hertford and across bridge over
crquimans River to the next traffic signal at New Hope Road. Turn cast (right) onNewHope
Dad and trawl 0.8 miles to first right at Old Neck Road. Proceed 1.7 miles to Bundy Road and
Lm right. Continue down BundyRoad for 0.3 miles. This point is the intersection of Bundy
Dad with the westernmost property lime of the project area This property line runs in a
rthcast- southwest direction, and the intersection with Bundyroad lies approximately 0.5 miles
3rth of the project shoreline. Continuing down the road for another 03 miles, first executing a
ght 90 degree bend, followed by a left 90 degree bend places one at a point appraximatcly250
!et northeast of the subject shoreline. This point of the shoreline lies approximately 1500 feet
am the southwest corner of the project shoreline, and approximately 4300 feet from the
outheast tcrminus of the proposed bulkhead, along the mouth of Suttons Creek.

MAJOR PERMIT FEE MATRIX
Applicant: T. A. Newbold Miller, LLC
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
1 Private, non - commercial
E]
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas
II Public or commercial
E]
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas
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-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No 3490 (See
attached ) can be applied
III(B) Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No 3490 (See attached)
can be applied
III(C) If General Water
Quality Certification No
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life
III(D) If General Water
Quality Certification No
$400
60%($240)
40%($160)
3490 (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
open water areas

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0
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of the shoreline collected on 5/1/2013
(U
2) Drawing is for permitting purposes only and not
construction
3) Copyright © 2013 S A M P S 0 N & Co , Inc All rights
reserved This material is the property of S A M P S 0 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
n
entity without the express written consent of
S A M P S O N& Co , Inc Written consents hereby
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2
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11/26/2013
o PE STAMP S,A.M,P,S,O.N, and Company
i
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE
T A NEWBOLD MILLER, LLC
SHORELINE PROTECTION & PIER DEVELOPMENT
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1) Drawings derived from a survey of Josiah A Webb, 111,
L -2989, signed on March 21, 2006 and from
1 information available from the Perquimans County GIS,
I / NCDENR's NCCREWS data, and from GPS data points
( / of the shoreline collected on 5/1; 2013
1 2) Drawing is for permitting purposes only and not
construction
1 r 3) Copyright © 2013 S A M P " O N & Co, Inc All rights
1 reserved This material is th,z� property of S A M P S 0 N
1 ► ' & Co , Inc , and is protected by the copyright laws of the
1 United States and other c,Juntrles It may not be
reproduced, distributed, or altered in any fashion by any
1 entity without the express written consent of
1 S A M P S O N& Co , Inc Written consent is hereby
1 1 granted to T A Newl ,)old Miller, LLC Written consent is
1 \ herby granted to NC DCM, NC DENR, and the US ACOE
1 for Permit process' ng purposes
1 \ NO REVISION DATE
1 1 Mods in response to DCM Initial Review 11/17/2013
1 1 2 Mods n Response to DCM Review 11/26/2013
1 \1
1 / PE STAM P S.A.M.P.S.O,N. and Company
1 /
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Eli abeth C NC 27909
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DEC 3 2013
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NCDENR's NCCREWS data, and from GPS data points
of the shoreline collected on 5/1/2013
2) Drawing is for permitting purposes only and not
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3) Copyright © 2013 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
x entity without the express written consent of
°o S A 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 DENR, and the US ACOE
for Permit processing purposes
W
NO REVISION DATE
1 ods In Response to DCM Initial Review 11/17/2013
2 Mods In Response to DCM Review 11/26/2013
PROJECT TITLE
T A NEWBOLD MILLER, LLC
SHORELINE PROTECTION & PIER DEVELOPMENT
DRAWING TITLE
T A NEWBOLD MILLER, LLC
SOUTH - CENTRAL SHORELINE DEVELOPMENT
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\ 2) Drawing is for permitting purposes only and not
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\ 3) Copyright © 2013 S A M P S 0 N & Co, Inc All rights
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INO REVISION DATE
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Must not be used for construction without PE Stamp affixed
2) Copyright © 2013 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 S A M P S 0 N & Co , Inc Written
consent is hereby granted to T A Newbold Miller, LLC
Written consent is herby granted to NC DCM, NC DENR,
and the US ACOE for Permit processing purposes
NO
REVISION
DATE
1
Mods in Response to DCM Initial Review
11/17/2013
2
Add Scale in Response to DCM Review
11/26/2013 1i
I
u
PE STAMP
S,A.MT.S.O.N. and Company
125 Hunters Trad West
Elizabeth City. NC 27909
PROJECT TITLE
T A NEWBOLD MILLER, LLC
SHORELINE PROTECTION & PIER DEVELOPMENT,
a
1UKAWINU 111Lt.
T A NEWBOLD MILLER, LLC
BOAT HOUSE DETAILS
SCALE As Indicated DRAWING NO
I,DRAWN TS
CHECKED 06 - 042413 - 001
SHEET 6 OF 11
,DATE 10/25!13
PROJECT NO 06 - 042413

Seven 7'
with Outboard
Normal Wate
Typical Pier
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PIER DETAILS
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LEGEND/KEY
GENERAL NOTES
1) Drawing is for permitting purposes only and not construction
Must not be used for construction without PE Stamp affixed.
2) Copyright © 2013 S A M P S 0 N & Co, Inc All rights
reserved This material is the property of S A M P S 0 N&
Co , Inc , and is protected by the copyright laws of the United
States and other countnes It may not be reproduced,
distributed, or altered in any fashion by any entity without the
express written consent of S A M P S 0 N & Co , Inc Wrltteni
consent is hereby granted to T A. Newbold Miller, LLC
Written consent is herby granted to NC DCM, NC DENR,
and the US ACOE for Permit processing purposes
J
I
3
I
NO I REVISION I DATE
1 Mods in Response to DCM Initial Review 11/17/2013
2 TAdd Scale in Response to DCM Review 11/26/2013
PE STAMP S,A.M,P.S.O.N. and Company
1
125 Hunters Trail West '
Elizabeth City, NC 27909 i
PROJECT TITLE t
T A NEWBOLD MILLER, LLC i
SHORELINE PROTECTION & PIER DEVELOPMENT;
DRAWING TITLE
T A NEWBOLD MILLER, LLC
PIER DETAILS
SCALE As Indicated DRAWING NO
RAWN TS
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10/25/13
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1) Drawing is for permitting purposes only and not construction
Must not be used for construction without PE Stamp affixed
2) Copyright © 2013 S A M P S O N & Co , Inc All rights
reserved This material is the property of S A M P SO 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 M P S O N & Co , Inc Wntter
consent is hereby granted to T A Newbold Miller, LLC
Written consent is herby granted to NC DCM, NC DENR,
and the US ACOE for Permit processing purposes
t�
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NO REVISION DATE 1
1 Mods in Response to DCM Initial Review 11/17/2013
2 Add Scale in Response to DCM Review 1 11126/2013
PE STAMP S.A.MT.S.O.N, and Company
125 Hunters Trad West
Elizabeth C , NC 27909 `
PROJECI TITLE
T A NEWBOLD MILLER, LLC
SHORELINE PROTECTION & PIER DEVELOPMENT
DRAWING TITLE
T A NEWBOLD MILLER, LLC
NEW PLATFORM DETAILS
SCALE As Indicated DRAWING NO
;DRAWN TS
'CHECKED 06- 042413 -001 4
+ SHEET 8 OF 11
10/25/13
06 -042413

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GENERALNOTES
1) Drawing is for permitting purposes only and not construction j
Must not be used for construction without PE Stamp affixed i
2) Copyright © 2013 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 S A M P S O N & Cc , Inc Writtenl
consent is hereby granted to T A Newbold Miller, LLC
Written consent is herby granted to NC DCM, NC DENR,
and the US ACOE for Permit processing purposes
NO I REVISION DATE
1 I Provide Reconstruction Sections 11/26/201
PE STAMP S.A.M.P.S,O.N. and Company
i l
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE
T A NEWBOLD MILLER, LLC
SHORELINE PROTECTION & PIER DEVELOPMENT,
DRAWING TITLE a
T A NEWBOLD MILLER, LLC
RECONSTRUCTED PLATFORM DETAILS d
ISCALE As Indicated DRAWING NO
'DRAWN TS
'CHECKED 06 - 042413 - 001
SHEET 9 OF 11
DATE 10/25/13
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GENERAL NOTES
1) Drawing is for permitting purposes only and not construction.
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o
2) Copyright © 2013 S A M P S O N & Co, Inc All rights
i
reserved This matenal is the property of S A M P S O N&
M ;
Co, Inc , and is protected by the copyright laws of the United
States and other countries It may not be reproduced,
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distributed, or altered in any fashion by any entity without the
express written consent of S A M P S O N& Co , Inc Wntter
t
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1 ral
60,
LEGEND/KEY
I I
GENERAL NOTES
1) Drawing is for permitting purposes only and not construction.
Must not be used for construction without PE Stamp affixed
2) Copyright © 2013 S A M P S O N & Co, Inc All rights
reserved This matenal is the property of S A M P S O N&
W
Co, Inc , and is protected by the copyright laws of the United
States and other countries It may not be reproduced,
Q
distributed, or altered in any fashion by any entity without the
express written consent of S A M P S O N& Co , Inc Wntter
U
consent is hereby granted to T A Newbold Miller, LLC
(n
Written consent is herby granted to NC DCM, NC DENR,
and the US ACOE for Permit processing purposes
NO I REVISION I DATE
1 Mods in Response to DCM Initial Review 11/17/2013 ,
2 Provide Scale in Response to DCM Rev 11/26/2013 '
PE STAW S,A.M.P.S O.N. and Company
u
t
r
125 Hunters Trail West
Elizabeth City, NC 27909
PROJECT TITLE
T A NEWBOLD MILLER, LLC
SHORELINE PROTECTION & PIER DEVELOPMENT
I DRAWING TITLE
T A NEWBOLD MILLER, LLC
BULKHEAD DETAILS
(SCALE As indicated DRAWING NO
'DRAWN TS
CHECKED 06 - 042413 - 001
SHEET 10 OF 11
10/25/13
06 -042413

NWL -
NORTH SHORELINE
SECTIONS A - D
15'-1
10
5
NWL
CENTRAL SHORELINE
SECTIONS E - H
15' -�
1C
F
NWL - C
20'
SOUTHERN SHORELINE
SECTIONS I - L
NWL - 0'
25' 20' 15' 10' 5' 0'
NWL
SHORELINE CONTOUR CROSS- SECTIONS
SCALE: I" — 59
15' 10' 5' 0'
NWL
LEGEND/KEY
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1
d i 1
,
GENERAL NOTES 1
1) Drawing is for permitting purposes only and not construction
Must not be used for construction without PE Stamp affixed
2) Copyright © 2013 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 S A M P S O N & Cc , Inc Wnttenj
consent is hereby granted to T A Newbold Miller, LLC
Written consent is herby granted to NC DCM, NC DENR,
and the US ACOE for Permit processing purposes
I NO I REVISION I DATE I
PESTS S".P.&05.andComparry II
125 Hunters Trail West
Elizabeth City, NC 27909
OJECT TITLE
T A NEWBOLD MILLER, LLC
IORELINE PROTECTION & PIER DEVELOPMENT
AWING TITLE i
T A NEWBOLD MILLER, LLC
SHORELINE CONTOUR CROSS SECTIONS
kLE As Indicated DRAWING NO 1
AWN TS 06 — 042413 — 001
SHEET 11 OF 11
TE 11/26/13 I
OJECT NO 06 -042413