20070220 Ver 1_CAMA Application_20070505

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S..lOneS, Director William G. Ross Jr., Secretary
February 2, 2007
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
20070220
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~TIAND,S p,~!D S7C~Rt~t~iT~R BRANGtI
CAMA/DREDGE & FILL Permit Application Review
The Moorings at Albemarle, LLC; c/o Exum & Walker
Off Hoyle Jones Road (SR 1322), Durants Neck Community, Perquimans Co.
Extension of bulkhead, Construction of 6-slip pier structure
Please indicate below your a ency's osition or viewpoint on the proposed project and return this
form by f ~ _ ~ . '~,~ ~,
~~, r A .~ . tt~ehead Cif, N~ ~~ _ If you have any
questions regarding the~proposed project, please contact him Hedrick at [phone]. 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.
SIGNED
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.
DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANTS' NAMES: The Moorings at Albemarle, LLC, c/o Bruce Exum, Sr. and Woodie and
Freda Walker
2. LOCATION OF PROJECT SITE: off Hoyle Jones Rd. (SR 1322), Durants Neck Community,
Perquimans County, adjacent to Perquimans River.
Photo Index - 2006: 159-6838 (M-11 to M-13) 2000: 159-1747 (L-12 to L-15)
1995: 159-1636(K-12 to K-15) 1989: 119-11 (S-4 to S-6) 1984: 116-818 (J-8 to K-11)
1979: 128-1623 (N-12 to N-15)
State Plane Coordinates - X: 2,805,400 Y: 870,000 Harvey Neck, NC, U.R. GPS - BO11115A
3. INVESTIGATION TYPE: CAMA and D & F
4. INVESTIGATIVE PROCEDURE: Date of Site Visits - 10/17/2006 and O1/11/2007
Applicant's Present -Yes, Bruce Exum, Sr. and Kendall Turnage
with Environmental Professionals was present on 10/17/2006.
5. PROCESSING PROCEDURE: Application Received Complete -January 22, 2007
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Perquimans County
Land Classification From LUP -Rural/Agriculture
(B) AEC(s) Involved -PTA, EW, and ES
(C) Water Dependent -Yes
(D) Intended Use -Private
(E) Wastewater Treatment: Existing -Septic System
Planned -None
(F) Type of Structures: Existing -Partial bulkhead to start construction this week, mobile homes,
barn, remnants of a house
Planned -Remaining shoreline to bulkhead and 6-slip pier
(G) Estimated Annual Rate of Erosion -approximately 7 feet/year
Source -Applicant
7. HABITAT DESCRIPTION:
(AREA)
DISTURBED FILLED SHADED

(A) Public Trust Area, Estuarine Waters NA Bulkhead
3,899 sq. ft. Piers
1,948.5 sq. ft.
Bulkhead tiebacks Bulkhead Walkway
(B) Estuarine Shoreline (ES), within buffer 3,580 sq. ft. 1,920 sq. ft. 96 sq. ft.

(C) Uplands, outside Estuarine Shoreline NA NA NA
(D) Total Area Disturbed - 11,443.5 sq. ft. (0.26 acres)
(E) Primary Nursery Area - No
(F) Water Classification -Perquimans River in this area is SB Open - No

Field Investigation Report
The Moorings at Albemarle, LLC, c/o Bruce Exum, Sr. and Woodie and Freda Walker
Page 2
8. PROJECT SUMMARY:
The applicants propose the development of 358-linear feet of bulkhead to connect to 500-linear feet of
bulkhead currently being constructed under a CAMA general permit and a 6-slip "L" shape pier structure
extending 234 linear feet into Perquimans River, Durant's Neck community of Perquimans County.
PROJECT SETTING
The location of the proposed development site is along approximately 868 linear feet of Perquimans River
shoreline off Hoyle Jones Rd. (SR 1322), Durants Neck community of Perquimans County. The Moorings
at Albemarle, LLC is afive-member limited liability company (LLC), which owns a total of approximately
100 acres including a residential lot with two mobile homes and four agricultural fields separated by Hoyle
Jones Rd. (SR 1322), Cross Neck Rd. (SR 1321), and Muddy Creek Rd. (SR 1321). The co-applicants,
Woodie and Freda Walker, at 174 Long Beach Drive, Long Beach Estates Subdivision, are located
immediately west of The Mooring's at Albemarle, LLC's 12.37-acre farm field.
The Walker's property is less than one acre in size and has an existing wood bulkhead, pier structure, single-
family dwelling, garage, and deck. A community/roadway drainpipe outflows into the Perquimans River
from a 5-foot tall bank in close proximity to the Walker's property line with The Moorings at Albemarle,
LLC property, and has been maintained and stabilized with rock riprap since the 1960's, when the
subdivision was created. The Shores at Albemarle, LLC were issued CAMA General Permit #A46333 on
October 18, 2006, and a complete reissue General Permit #A46845 on January 19, 2007 for the construction
of a wood bulkhead average 2-feet, maximum 5-feet waterward normal water level (NWL), to tie into the
Jones' bulkhead wingwall to the southeast and extend SOO linear feet down the shoreline. The entire 858-
feet of The Moorings at Albemarle, LLC shoreline has an approximate 4-feet to 5-feet tall escarpment
leading down to a 5-feet to 15-foot wide sandy beach to Perquimans River. The Moorings at Albemarle,
LLC property at the development site consists of a woods adjacent the Walker property, a 12.37-acre
cultivated soybean field, a small woods along the shoreline, and a yard with two mobile homes, septic
system, well, and outbuilding. The woods consist of a variety of native trees and shrubs such as Loblolly
Pine (Pinus taeda), Sweetgum (Liquidambar styracijlua), Red Maple (Ater rubrum), Mimosa (Albizia
julibrissin), and Wax Myrtle (Myrica cerifera). There are several decaying trees in approximate 1-foot
water depth scattered from the woods to the Walker property. There are no Section 404 or coastal wetlands
located in the proposed development areas of the properties.
Currently, both riparian properties to the east and west have bulkhead shorelines with piers and single-
family dwellings with outbuildings. The Moorings at Albemarle, LLC sandy beach shoreline is
approximately 100 feet landward of the bulkhead riparian shoreline to the east and approximately 150 feet
landward of the bulkhead riparian shoreline to the west. Since the 1980's, the Moorings at Albemarle, LLC
property has most likely experienced accelerated erosion due to its location between two long stretches of
bulkhead shoreline and approximate 10 mile fetch at the mouth of the Perquimans River across Albemarle
Sound.
The erosion along the shoreline has created a hard, sandy shallow water bottom, reaching approximately
-2-feet water depth 100 feet waterward of NWL. Water depths at the waterward end of the proposed pier
structure and in the slip areas is approximately -2.5 feet during normal water level conditions. The bottom
remains hard and sandy in the slip areas. The water depth in the bulkhead backfill area is approximately
-1.5 feet. The shallow water shoreline was sparsely populated with Rangia clams on January 11, 2007, and
no rooted submerged aquatic vegetation (SAV) was observed. There were, however, a sparse amount of

Field Investigation Report
the Moorings at Albemarle, LLC, c/o Bruce Exum, Sr. and Woodie and Freda Walker
Page 3
uprooted plants, Southern naiad (Najas guadalupensis) and Redhead grass (Potamogeton perfoliatus),
floating along the western portion of the shoreline lying in a thin rack line on the western portion of sandy
beach. The site visit in January was not the ideal time to inspect for SAV's. It appears from the May, 2006
Aerial photograph, several small patches of SAV were present. None were present in the bulkhead backfill
area, but an apparent bed existed in the proposed pier walkway location immediately north of the proposed
platform and slip areas. According to the aerial photography, 1995 was a year that moderate patches of SAV
beds existed off the shoreline of the applicants' property. It appears a much more dense population of SAV
beds exist to the northwest of a point along Long Beach Estates Subdivision and adjacent wetlands to the far
east.
Reviews of available information suggest that there are no known archeological sites or geologic formations
associated with the applicant's property. The waters of Perquimans River in this area are classified as SB by
the Division of Environmental Management and are closed to shellfish harvesting. Soil type on the property
is Roanoke silt loam (Ro). The proposed development is less than one-acre disturbance; therefore, a
sedimentation and erosion control plan by the Division of Land Resources may not be required for this
project.
DEVELOPMENT PROPOSAL
There is currently no upland development proposed at this time. In order to provide water access for each of
the five owners in The Shores at Albemarle, LLC, and an additional guest slip, the applicants have proposed
a 6-slip pier structure in the Perquimans River. The applicants propose a 15-foot long by 6-foot wide
elevated, slatted walkway over uplands to a 228-foot long by 6-foot wide pier. The pier structure is
proposed to "L" to the west with a 78-foot long by 6-foot wide finger, which will have three 15-foot long by
2.5-foot wide mooring fingers on the north side of the "L" platform. Nine 20-foot long by 1-foot wide
mooring pilings are proposed adjacent the mooring fingers, creating a mooring area of 72-foot long by 30-
foot wide (2,160 square feet). The pier structure will be setback 85-feet from the Jones' property, riparian
owner to the southeast, and extend 234-feet into Perquimans River. There is no request for restrooms,
gasoline, sewage pumpout, or dredging with this development proposal.
The 500-linear feet of wood bulkhead is currently under construction connecting to the Jones' bulkhead
wingwall to the southeast and terminating approximately 170 feet west of the woods at the shoreline
separating the farm field from the residential lawn of The Shores at Albemarle, LLC property. The
applicants have proposed extending the wood bulkhead another 358 feet to tie into the Walker's existing
wood bulkhead. The proposed bulkhead will continue at 2-foot waterward NWL from the terminus of the
500-foot bulkhead currently under construction for approximately 200 feet, then curve out maximum 45-feet
waterward NWL for an additional 158-feet to tie into the easterly most portion of the Walker's bulkhead.
The average distance waterward NWL in the proposed corner adjacent the Walker's property for the
bulkhead alignment is approximately 35-feet. The applicants are requesting this alignment in order to
stabilize the shoreline with a design to withstand a long fetch from southeasterly winds, reduce a trash trap
corner, and create a grassy lawn area for the drainpipe to overflow. The proposed bulkhead will be installed
prior to any backfill activity, and the backfill will be brought in of similar soil type from an upland pit. The
erosion rate of the property to be stabilized is approximately 5-feet to 7-feet per year, increasing in erosion
rate in a northwesterly direction along The Shores at Albemarle, LLC property.

Field Investigation Report
The Moorings at Albemarle, LLC, c/o Bruce Exum, Sr. and Woodie and Freda Walker
Page 4
ANTICIPATED IMPACTS
The proposed 6-slip dock will project 234-feet into Perquimans River, and will shade 1,948.5 square feet of
Public Trust Area (PTA), Estuarine Waters (EW), and 96 square feet of uplands in the Estuarine Shoreline
(ES) Area of Environmental Concern (AEC) in the form of a wooden, elevated slatted walkway. Each boat
slip will be 30-feet long by approximately 12-feet wide and located in -2.5-foot water depth at normal water
level (NWL). The total area occupied by the entire pier structure with mooring area is approximately 4,000
square feet. The Division of Environmental Management classifies waters of Perquimans River in this area
as SB, and a low pressure of Rangia clams were observed out to at least -2.5-foot water depth on January 11,
2007. There are no expected navigational impacts due to the proposed pier structure due to the nearly 2-
mile wide mouth of Perquimans River adjacent the applicants' property. Boating activity will increase in
this area resulting in a possible increase in water turbidity due to shallow water in mooring area, and may
result in toxicants from hull paint and maintenance products to accumulate in the sediment near the boat
slips. This will be the first multi-slip pier along this shoreline.
The 500 linear feet of bulkhead currently under construction through the complete reissue of CAMA
General Permit #A46845 will result in the filling of approximately 1,000 square feet (18 cubic yards below
NWL and 148 cubic yards vertically above NWL) of PTA, EW and approximately 2;500 square feet (370
cubic yards) of ES AEC. The proposed 3581inear feet of new wood bulkhead will result in the filling of
3,899 square feet (195 cubic yards below NWL and 687 cubic yards vertically above NWL) of PTA, EW
and approximately 1,920 square feet (427 cubic yards) of ES AEC. The bulkhead backfill will be of similar
soil type and trucked in from an upland pit. It is anticipated that 3,580 square feet of uplands in the ES AEC
will be disturbed for the bulkhead tieback area.
There will be no wetland impacts due to the bulkhead being installed adjacent to high ground. No upland
development was proposed, so there are no impervious impacts. Temporary water turbidity will occur
during construction of the pier structure and bulkhead.
Submitted by: Kimberly A. Hedrick
Date: January 29, 2007

Mr. Bruce Exum - The Moorings at Albemarle
CAMA MAJOR NARRATIVE
APPLICANT -
Mr. Bruce Exum
621 Heron Pt. Circle
Virginia Beach, VA 23452
Co-applicants: Woodie L. Walker; Freda R. Walker
174 Long Beach Dr.
Hertford, NC 27944
LNG DEl`NR
JAN 2 2 2001
COASTAL MANAGEMENT'
Elizabe.h pity
SITE LOCATION - the Subject property covers 100.0 acres and is located at the
convergence of Cross Neck RD., Muddy Creek Rd., and Hoyle Jones Rd. in an area
southeast of Hertford, NC known as Durants Neck.
The Applicant holds title to the existing property. The property is currently improved
with two mobile homes and a barn. The shoreline on Albemarle Sound is approximately
868 LF. The shorefront area of the subject property has a measured current erosion rate
___ of7-feet peryear. 'Fhe extensive-fetch-acres the-Albemar~e._Snund_ad~s to the erosive _ _ _
force of the wind-seas during storm events. The distance over which the wind builds the
erosive waves is measured as 11 miles to the southwest (to Lauren Point) and 8.9 miles to
the south/southeast (to River Neck). Please see the attached chart of the area for detail.
The underwater substrate along the shoreline, in the area of the proposed bulkhead, and
in the area surrounding the pier, is firm, sandy bottom with no SAV's or shellfish beds.
The general character and depth in this area of the Albemarle Sound will not
accommodate large vessels. The six boat slips and the pier will be for private use by the
five `Moorings at Albemarle, LLC' landowners and one guest slip.
In order to:
• promote and provide increased recreational opportunities
• protect and preserve the rapidly eroding shoreline area
• provide small boat (average to 22ft length) access to adjacent waters
The applicant was granted a CAMA General Permit (GP) for 500 LF of bulkhead
(#A46333) to stabilize the highly eroded shoreline. The permit, issued on October 17,
2006, authorized construction of a bulkhead adjacent to the southern boundary of the
property, to connect to the Jones property. The applicant proposes the following within
the AEC:
• construct and backfill the remaining 358 LF of bulkhead, connecting to the 500
LF bulkhead structure allowed under the CAMA General Permit. The other end of the
358 LF structure will connect to the existing bulkhead on the Walker property (co-
applicant) to the west.
• construct a 15 ft X Eft wood walkway over uplands to connect to a 228 ft. X 6 ft.
wooden pier, with a 78ft. X Eft. "L-head" section connected at the end, off the western

side of the pier. Pier will be perpendicular to shoreline on southeastern boundary of
subject site.
• construct 3, 2.5 ft. X 15 ft. finger piers to allow for individual boat access
• Set 9, 20-foot mooring piles 6 feet into the bottom substrate, allowing
approximately 10 to 12 feet above water, available to the 6 boat slips along the inside of
the "L" section of the pier.
~ECEiVE®
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Construction calculations
Bulkhead
JAN 2 2 200
COASTAL A~iANAGEMENT
EllzabQth City
358 LF wood bulkhead to align with existing bulkhead constructed under the GP issued
October 17, 2006. The structure will be constructed at the NWL for approximately 320
of the 358 LF. For the remaining 38 LF, adjacent to the co-applicant's property to the
west, there will be a maximum distance offshore of 45 feet at the corner connection to the
Walker property, as indicated on the attached plans. An approximate total of 1,309 CY
of fill will be needed for project completion as follows:
3899 sf X 1.35 ave depth below NWL= 5264 cf / 27 = 195 CY
3899 sf X 4.65 ave above NWL= 18,544 sf / 27= 687 CY
backfill total (beyond NWL) = 882CY
320 LF upland X 6 ft width ave. = 1920 sf
1920 sf at 6 ft ave height of escarpment =
11,520sf / 27 = 427 CY
backfill total for entire project =1,309 CY
Pier
228 LF pier -perpendicular to shoreline on the southern boundary of the subject
site. Proposed pier will be 6 foot wide with a 15 LF by 6 ft wide upland wood walkway
connecting to the pier structure. A 78 foot long "L" -shaped platform will be built on the
end of the pier, along the landward side of the platform will be three, 2.5 ft. X 15 ft.
finger piers to provide individual access to slips. In addition, there will be 9, 20-foot
mooring piles set into the bottom substrate to provide additional mooring points available
to the 6 boat slips along the inside of the platform.
"L" section /platform
468 sq. ft. (elevated, slatted wooden) docking platform on the end of pier.
* 6 feet wide by 78 feet long
Set 9, 20-foot mooring piles 6 feet into the bottom substrate along the inside of
the "L" shaped platform
**all proposed structures will be a minimum of 3 feet above NWL

Form DCM-MP-1
20070220
1. APPLICANT
a. Landowner: The Moorings at Albemarle, LLC
Applicant:
Name Mr Bruce Exum Sr. -Representative
Address 621 Heron Pt.. Circle
City Vir.~iniaBeach, State VA
Zip 23452 Day Phone [phone]
Co-applicants:
Woodie L. Walker: Freda R. Walker
174 LongBeach Dr.
Hertford. NC 27944 252/264-5901
b. Authorized Agent:
Name Environmental Professionals. Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) The Moorings at Albemarle
NOTE: Permit will be issued in name oJlandowner(s), and/or
c project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Perquimans
b. City, town, community or landmark
Southeast of the town of Hertford, NC.
Approximately 8 5 miles southeast of the northern end of
the SR 17 bride (FerrYPoint).
~2EC~NE~
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JAN 2 2 X007
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a Street address or secondary road numbeirob"~ti'' ~i~
160 Hoyle Jones Rd.
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Albemarle Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of approximate1~358 LF of bulkhead,
connectnnf; to the 500 LF bulkhead structure
allowed under the October 17, 2006 CAMA
General Permit. Proposed bulkhead will connect to
the co-applicant's bulkhead to the west. Construct a
6-boat boatin f~ acility comprised of a 228 X 6 foot pier, a
15 X 6 foot connecting walkway, a 78 X 6 foot L-head
platform three 15-foot long finger piers, and set 9
mooring_piles Constructed to accommodate small boats
X18-25 foot power boats). No dyed iging required.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. Please see Narrative attached
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 100.00 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
0 to 5 feet
Revised 03/95

Form DCM-MP-1
d. Soil type(s) and texture(s) of tract
Chowan silt loam (CO); Yeopim loam (Ye)
e. Vegetation on tract farm fields, forest
f. Man-made features now on tract mobile homes ,
farm fields, barn, outbuildings.
g. What is the CAMA Land Use Plan land classification
of the Site? (Consult the local land use plan.)
_ Conservation Transitional
Developed Community
X * Rural Other
*Mapped as a mixture of forested and agricultural land as
per the Perquimans County Planning and Zoning
Administrator.
h. How is the tract zoned by local government?
RA -Rural / AQ.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment. been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other- *Section 404 wetlands
If yes, has a delineation been conducted? NO
* wetland areas have been identified, but not
delineated Section 404 wetlands are generally
located adjacent to farm fields to the north and
west.
m. Describe existing wastewater treatment facilities.
Septic tank servin existing mobile home.
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
~'~~~~~
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JAN 2 ~ 2oa7
COASTAL I~Igfv~GF~n~N'f
o. Describe existing drinking water supp~y sot.it~~e.
Private well
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
* * Please see attached
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
** Please see attached
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
•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
Revised 03/95

~~~~~~
6d~ ~ENR
Form DCM-MP-1
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
** Please see attached
Name Charles and Gwendolyn Elmore
Address 137 Convention Dr.
Virginia Beach, VA 23462
Name Billy H. and Velna A. Jones
Address 198 Hoyle Jones Rd.
Hertford, NC 27944
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Property was improved_prior to uurchase. Permits for
site work done previous were obtained by the previous
owners of the propert~Copies and details are not
available for inclusion here.
CAMA GP # A 46333 for 500 LF wood bulkhead;
issued October 17.2006.
• A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application. **Please see enclosed/attached check
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. N/A
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act. N/A
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 conditions
and restrictions contained in the permit.
JAN 2 ~ 2007
~C1AS7AI. M~NAGEMENi'
l:Iizabeth f:IftE
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
/~
This is the ~ day of '1~.-~ 2007.
Print Name Louise I. Hanson (agent)
Signature / b LZt/.LJ~- ~?K-=~D~-~'' ~"v'~V`--'
Landowner or Authorized Agent
** Please see Letter of Authorization attached
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM -MP-2
~~ EpE~NR
JAN 10 2007
~~ii abet~n cnv E~
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-I. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Width T1pn4h Pan+h
Access
channel
(~-~'~')
(NWT ,l
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other -(Excludin
shoreline
stabilization)
N/A I -------- I -------- I -------
N/A I -------- I -------- I -------- I
N/A
N/A
N/A I -------- { ------ I __----
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes No N/A
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where? N/A
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes No N/A
Revised 03/95

Firm DCM-MP-2
• . f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length Bulkhead 358 LF
5264 cf / 27 = 195 CY
3899 sf X 4.65 ave above NWL=
18,544 sf /27= 687 CY
backfill total (beyond NWL) = 882CY
(2) Dimensions of fill area
320 LF upland X 6 ft width ave. = 1920 sf
1920 sf at 6 ft ave depth =11,520/27 = 427 CY
backfill total for entire proiect =1,309 CY
c. Average distance waterward of MHW or NWL
Bulkhead: 2 ft Ave
d. Maximum distance waterward of MHW or NWL
Bulkhead 45 ft
e. Shoreline erosion during preceding 12 months
7 ft.
(Source
information)
of applicant
f. Type of bulkhead or riprap material
Wooden bulkhead
g. Amount of fill in cubic yards to be placed below
water level
Bulkhead
fill 3899 sf X 1.35 ave depth below
NWL= 5264 cf / 27 = 195 CY
h. Type of fill material earthen filUsand
I. Source of fill material NCDL approved
Borrow pit or quarry (exact site to be
determined by contractor)
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
Water
3899 sf X 1.35 ave depth below NWL=
Revised 03/95
(3) Purpose of fill Bulkhead backfill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
S. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
N/A no excavated material
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck and front-end loader
c.
Bruce Exum
Applic~ or Project Narpe ~ ~~
vSignature
l -'~ `v `7
Date
Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will betaken to lessen
environmental impacts. N/A

Form DCM-MP-4 ~~~E~~
IVC DENR
JAN 2 2 2q0~
(Construction within Public Trust Areas) C0~ j pbh g~ ;~ ~dT
Attach this form to Joint Application for CAMA Major Permit, e. Mooring buoys N/A
Form DCM-MP-1. Be sure to complete all other sections of the (1) Commercial _ Private _ Community _
Joint Application which relate to this proposed project. (2) Number N/A.
Dock(s) and/or Pier(s)
(1)Commercial Private _X_ Community _
(2) Number 1
(3) Length 228ft.
(4) Width 6 ft.
(5) Finger Yes ~X No ,
Piers
(i) Number 3
(ii) Length 15 ft
(iii) Width 2.5 ft
average
(6) Platform(s) X Yes No
(i) Number
1 L-
Head
(ii) Length 78
(iii) Width 6
(7) Number of slips proposed 6
(8) Proximity of structure to adjacent riparian property
lines
Structure is approx. 85 feet from lot to the east.
Structure is approx. 7505 feet from lot to the west.
(9)
(10)
Width of water body 2 miles
Water depth at waterward end of pier at MLW or
NWL 2.5 ft
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
{1) Number N/A
(2) Length
d.
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(3) Description of buoy (Color, inscription, size, anchor,
etc.
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial Community X
(2) Number 9
(3) Length 20 ft
(4) Width 12 inches
g. Other (Give complete description)
Construct a 15 ft long by 6 ft wide upland, wood walkway
connecting to the pier structure.
Private
The Moorines at Albemarle
Appli ant or Project ame
„!~ ~ ~ ~ 2,~~~--)
Signature
Louise I. Hanson (agent)
-/`~-L~7
Date
Revised 03/9

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MAJOR PERMIT FEE MATRIX
Applicant• The Moorin sat Albemarle, LLC, c/o Bruce Exum, Woodie & Freda Walker
Selection Development Type Fee DCM %
(14300 1601 435100093 1625 6253) DwQ
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en 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 a lies:
III(A). Private, non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be a lied:
III(B). Public or commercial
development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
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
a uatic life:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3490 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

Personal Account Information Redacted
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