176-05 MM 12/2010 Rial Corporation

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Permit Class Permit Number k
MODIFICATION/N WOR 176-05
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and {
Coastal Resources Commission
x for
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X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
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Issued to Rial Corporation,PO Box 2444 Greenville NC 29602
at ad'. to the Chowan River, at the end of
Authorizing development in Bertie —County 1
SR 1502 near Merry Hill , as requested in the permittee's application dated 4/5/10 including the
attached drawings (2) all dated revised 7/14/10
This permit, issued on December 9, 2010 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action;or may cause the permit to be null and void.
Marina
1) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage
x disposal facility shall be installed in an easily accessible location, and a representative of the Division
of Coastal Management shall meet on-site with the permittee to ensure that the required pumpout
facility-is-in plaee-and operable. The pumpout facility shall be-operable.and-maintained for the-life- of x
the marina.
2) The marina shall display a sign showing the location of the on-site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from each of the main piers.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the perinittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be. (�
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
James H. Gr son, Director
Any maintenance work or project modification not covered ivision of Coastal Management
x hereunder requires further Division approval.
All work shall cease when the permit expires on This permit and its conditions are hereby accepted.
January 22,2015
In issuing this permit, the State of North Carolina agrees
p that your project is consistent with the North Carolina Coastal
s Management Program.
y*( Signature of Permittee
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Permit# 176-05
Rial Corporation
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Page 2 of 5
ADDITIONAL CONDITIONS
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
4 Unless specifically altered herein, this permit authorizes only the docks, piers, and other structures and
uses located in or over the water that are expressly and specifically set forth in the permit application.
No other structure, whether floating or stationary, shall become a permanent part of this marina facility
without permit modification. No non-water de-pendent uses of structures may be conducted on, in or
over public trust waters without permit modification.
5) The authorized structure shall not extend more than 1/a of the width of the waterbody, as measured from
the waterward edge of the marsh on both sides of the waterbody immediately in front of the project site.
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6) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor. The Division has determined
that the attached workplan drawings accurately depict the riparian corridor lines for the property.
7) In order to ensure compliance with Condition No. 5 and No. 6 of this permit, an as-built survey showing
the location and dimensions of the constructed structure shall be performed on the facility, including the
riparian lines and width of the waterbody. Copies of the survey shall be provided to the Division of
Coastal Management within 60 days of completion of the marina facility.
8) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
- watery at-or adjacert-to-the authorized work.
9) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the .
permitted activity without having it transferred to a third party.
F
10) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
11) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
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Rial Corporation Permit# 176-05
Page 3 of 5
ADDITIONAL CONDITIONS
12) This permit authorizes a maximum of 92 docking spaces. At no time shall more than 92 vessels be
moored or docked at the facility. The restriction of the number of vessels shall apply to all marine
vessel types, including but not limited to motorboats, sailing vessels and personal watercraft.
13) In accordance with commitments made by the permittee, the permittee shall construct a continuous
railing along the entire length of the boardwalk and all shallow water portions of the piers. Additionally
no boat mooring will be allowed in these areas.
Boat Ramp x
14) Unless specifically altered herein, this permit authorizes the reconstruction of the boat ramp facility, all
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as indicated on the attached workplan drawings.
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15) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
Y poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
Easement
16) The permittee may be required to apply for a submerged land lease from the Department of
Administration's State Property Office. Contact the Department of Administration's State Property
Office directly at [phone] for this determination. Should it be determined that an Easement is
required, the permittee shall supply a copy of the easement to the Division within 30 days of issuance of
- -
the Easement.----------- -- ----- ----------- .-- -- - --__.
Upland Development
'r 7 Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
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associated with the development of the above referenced property, including the ship/store, fueling for
vehicles and boats, pool area, 36 associated parking spaces, and the required access infrastructure, all as
expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at(252) 946-6481 for this determination.
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Permit# 176-05
Rial Corporation s
Page 4 of 5 Y
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Y ADDITIONAL CONDITIONS
Stormwater Manazement
18) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way a Redevopment Exclusion Permit No.
SW7101006 issued on 11/23/10. If a modified Stormwater permit is required, it shall be obtained prior
to initiation of any development. Any violation of the permit approved by the DWQ shall be
considered a violation of this CAMA permit.
Sedimentation and Erosion Control
1
1.9) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to Y
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be
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filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
General
20) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
- - ----unreasonable obstruction-ta-free- navigation-of the navigable.waters,.the_germittee shall_be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No v
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
21) In order to protect anadramous and resident fish species, no in-water work is permitted between
February 15 and September 30 of any year without prior approval from the Division of Coastal
Management in coordination with the U.S. Army Corps of Engineers.
3
22) Unless specifically altered herein, any mitigative measures or environmental commitments specifically
made by the applicant in the Environmental Assessment for this project should be implemented,
regardless of whether or not such commitments are addressed by individual conditions of this permit.
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r rRial Corporation Permit# 176-05
Page 5 of 5 }
ADDITIONAL CONDITIONS
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x 23) No Coastal Wetlands shall be excavated or filled, even temporarily.
'14) The permittee and/or his contractor shall meet with a representative of the Division of Coastal
Management prior to project initiation in order to discuss the conditions set forth in this permit. 1
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attached to the original Permit No. 176-05, which was issued on
25) This minor modification shall be •F
¢ 11/9/05, as well as all subsequent renewals, modifications, and letters of refinement, and copies of all
t documents shall be readily available on site when Division personnel inspect the project for compliance.
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26) All conditions and stipulations of the active permit remain in force under this minor modification unless
specifically altered herein. }
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NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
s that may be required, including any local approvals or approvals
approvals or authorization
from the North Carolina Department of Transportation.
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NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division of Coastal Managment at [phone] prior to the
commencement of any such activity for this determination. The permittee is further advised that
many non-water dependent activities are not authorized within 30 feet of the normal high water
level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification.No. 3641 (DWQ Project No. 05 1.871 V2), which was issued on 7/6/10.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW- 2010-00731.
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
December 9,2010
Rial Corporation
PO Box 2444
Greenville NC 29602
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. Please sign both the
original (buff-colored form) and the Xerox stamped "Copy". Return the copy to this office in the enclosed
envelope. Signing the permit and proceeding means you have waived your right of appeal described below. Please
retain the original (buff-colored form), as it must be available on site when the project is inspected for
compliance.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-
121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty
(20) days of this decision on your permit. You should also be aware that if another qualified party submits a valid
objection to the issuance of this permit within twenty(20)days,the matter must be resolved prior to work initiation.
The Coastal Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as
approved. If you are having the work done by a contractor, it is to your benefit to be sure that he fully understands
all permit requirements.
From time to time,Department personnel will visit the project site.To facilitate this review,we request that you
complete and mail the enclosed Notice Card just prior to work initiation. However,if questions arise concerning
permit conditions,environmental safeguards,or problem areas,you may contact Department personnel at any time
for assistance.By working in accordance with the permit,you will be helping to protect our vitally important coastal
resources.
Sincerely,
i{rl ��
Douglas U. uggett
1/6 ,
Major Permits and Consistency Manager
Enclosure
400 Commerce Ave.,Morehead City,NC 28557--3421 011C
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net NorffiCafolina
An Equal Opportunity Affirmative Action Employer ;Vatutrally

RECEIVED
DIVISION OF COASTAL MANAGEMENT MAY 4 ZOIT
FIELD INVESTIGATION REPORT J WrOhead City DCM
1. APPLICANT'S NAME: Rial Corporation, Scotch Hall Preserve Marina- Major Modification to Permit
No. 176-05
2. LOCATION OF PROJECT SITE: At the end of SR 1502 (Avoca Farm Road), at the mouth of the
Chowan River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina
Photo Index- 2006: 141-6903; R-T 11, Q-T 12, Q-T 13
2000: 141-1634; F-H 13, F-H 14
1995: 141-1477;F-H 6, F-H 7, F-H 8
State Plane Coordinates - X: 2,679,400 Y: 827,700 GPS Rover File# I042612A
Edenhouse Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 26 April 2010
Was Applicant Present-No
5. PROCESSING PROCEDURE: Application Received- 28 April 2010
Office- Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Bertie
Land Classification From LUP -Limited Transitional, Rural (land), Conservation (water, wetlands)
(B) AEC(s) Involved: PTA,CS
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - On-site central treatment facility
Planned - same
(F) Type of Structures: Existing- golf course, roads, single-family homes, bulkhead
Planned - 107-slip marina,boat ramp, ship store, pool, parking lot
(G) Estimated Annual Rate of Erosion: n/a
Source -n/a
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B)Non-Vegetated Wetlands ±660 ft2 f 17,366 ft2
Creek bottom
(C)Other ±153,766 ft2
Highground
(D) Total Area Disturbed: ±3.53 acre (f171,792 sq. ft.)
(E) Primary Nursery Area:NO
(F) Water Classification: C-NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct a 107-slip marina, boat ramp, parking areas,
roads, ship store and pool.

Major Modification—CAMA Major Permit No. 176-05 RECEIVED
Scotch Hall Preserve Marina(formerly Innsbrook)
C/O The Rial Corporation MAY 4 2010
Bertie County
Morehead City DCM
Project setting
Quible & Associates, P.C., on behalf of The Rial Corporation, has requested the attached
application be processed as a Major Modification to CAMA Express Major Permit No. 176-05. The
modification is for a 107-slip open water marina with amenities within the Scotch Hall Preserve
Subdivision(formerly Innsbrook). Scotch Hall Preserve is located at the intersection of SR 1502 and
SR 1511 at the confluence of Salmon Creek with the Chowan River, near Merry Hill in Bertie
County,North Carolina.
The Scotch Hall Preserve Subdivision is situated on approximately 1,000 acres of land and
contains 399 residential lots and an 18 hole golf course with amenities.Approximately 9,000'of the
site fronts the Chowan River with an additional ±3,500' adjacent Salmon Creek.
The subdivision was originally permitted as Innsbrook under the Express Review Program.
CAMA Major Permit #176-05 was issued to Innsbrook, for the Rial Corporation on 9 November
2005 for the construction of a retaining wall with riprap backfill,bulkhead,399 single family lots,a
golf course with clubhouse, access roads and parking areas. Prior to its development into a
subdivision,the site was predominately made up of agricultural fields that were part of Avoca Farms.
The remainder of the site was wooded wetlands that formed fingers bisecting the upland portions of
the property in several locations. The retaining wall/bulkhead, subdivision roads,golf course with
associated amenities,three single-family residences and one duplex have been constructed to date.
There are two single-family residences currently under construction.
The project area is located in the Northwestern quadrant of Scotch Hall Subdivision adjacent
Salmon Creek.Vegetation within approximately 75' of the Creek consist of Cypress,Loblolly Pine,
American Beech,various species of Oak and Gum trees with a scrub shrub understory that has been
mowed. An undeveloped untended relic agriculture field exists approximately 75' from the Creek.
The elevation of the project area is f15' above NWL approximately 30' landward of the Creek. A
Submerged Aquatic Vegetation(SAV)survey revealed that SAVs do exist within the footprint of the
project area. The SAV Survey can be found in the Environmental Assessment submitted by Quible
& Associates, P.C. on behalf of The Rial Corporation.
The east end of the project area is dominated by a large area of wooded wetlands. The
adjacent property on the downstream(east)side is a single-family residential lot with a two slip pier.
The adjacent property on the upstream(west) side is owned by Avoca, Inc.,which is a commercial
agricultural processing facility.

RECEIVED
Major Modification—CAMA Major Permit No. 176-05
Scotch Hall Preserve Marina(formerly Innsbrook) MAY 4 2010
C/O The Rial Corporation Bertie County Morehead City DCM
Page Two
Staff of the Division of Coastal Management with the aide of the N.C. Marine Patrol
conducted a water depth assessment of Salmon Creek on 8 June 2006. Water depths were measured
from the Island near Avoca,Inc.downstream towards the mouth of Salmon Creek. The water depths
measured in June 2006 appear to be consistent with the information provided by Quible &
Associates, P.C. Additionally,this office discussed in great length the Creek width and process for
determining the quarter width. The Division of Coastal Management is satisfied with the final plat
work depicting the outermost limits of structures into Salmon Creek at the location. Additionally,
the 107-slip open water marina is located in a natural cove within Salmon Creek outside of the
traditional navigation area of the Creek.
Salmon Creek is classified C-NSW by the Environmental Management Commission at this
location. Salmon Creek is classified as inland fishing waters and not open to shell fishing. An
Intensive Cultural Resources Survey of the Innsbrook Tract was conducted by Brockington and
Associates, Inc. in March 2007 as a part of the previously mentioned CAMA Major Permit. The
following permits/authorizations were issued to the Rial Corporation for the development of the
subdivision:
- NCDWQ Stormwater Permit SW7050941
- NCDWQ 401 Certification 2005-1871
- NCDLR Sedimentation Erosion Control Plans 2005-007, 2005-009, 2006-012
- U.S. Army Corps of Engineers General Permit 198000291
Project description
The applicant proposes to construct a 107-slip open water marina within Salmon Creek. The
marina will consist of 3 main piers extending into Salmon Creek. Pier I will be f342' in length with
a t118' by±8' T-Head platform at the terminal end. The water depth at the end of Pier I is=L6.5'.
This pier will have four f25' by f3',three f30' by f3',one f18' by f3' and five±13' by f3' finger
piers for the creation of 29 slips. Pier 11 will be±535' in length with a±94' by±8' T-Head platform
at the terminal end. The water depth at the end of Pier 11 is±5.5'. Pier II will have three±25' by
f3',two t30' by f3',eleven±18'by f3' and ten±13'by±3' finger piers for the creation of 55 slips.
Pier III will extend±240'with a±60' by t8' T-Head Platform at the terminal end. A mobile marine
pump out and both gasoline and diesel fuel pumps will be located at the terminal end of pier three.
The water depth at the end of Pier III is f5.0'. Pier III will have ten f 13' by f3' finger piers for the
creation of 23 slips. A total of 422 tie pilings will be installed to create 107 slips. All three piers
will be±8' in width and connect to one±8' wide central access walkway located on high ground.

CAMA Major Permitting
Scotch Hall Preserve Marina QF�f� D
March 11, 2010 MAY 4
Existing Conditions ZO�Q
Mc�ehepaCllj,DCU
Scotch Hall Preserve (formerly Innsbrook) is an existing residential and resort destination
community which is currently approved as a planned unit development (PUD) with 399
residential lots situated on an approximately 1,000 acre parcel of land adjacent to the Albemarle
Sound, Chowan River and Salmon Creek in Bertie County, North Carolina. The developed site
includes an 18-hole golf course with a golf club house and pro shop, roads and parking, and
associated utilities. The project is served by an on-site central tertiary level wastewater system
and on-site spray field. Potable water supply is provided by Bertie County.
Major CAMA Permit #176-05 (11-09-05) was issued for the bulkhead constructed on the
Albemarle Sound-fronting shoreline. Also issued in association with the CAMA Major Permit
was a NCDWQ 401 Water Quality Certification (11-04-05) and USACE General Permit
198000291 (11-08-05). A Section 404 Jurisdictional Determination and Wetland Confirmation
was issued by USACE on 6-21-05 (200511140). For upland development, NCDLQ SESCP
Permit # 2005-007 and NCDWQ Coastal Stormwater Permit SW7050941 were issued.
The site is bound to the north by Salmon Creek and the east shore of the site is bound by the
Albemarle Sound. The Chowan River is also located in close proximity to the tract. Salmon
Creek is designated by the NC Division of Water Quality (DWQ) as Class C Nutrient Sensitive
Water (NSW) and as inland waters by the NC Wildlife Resources Commission (WRC). The
Albemarle Sound and Chowan River are classified as Class B, NSW. There is also a large
expanse of wetlands (Black Walnut Swamp) that bound the site to the south. In addition to
natural water courses, the recently developed residential areas of the site include numerous
ponds for stormwater management and irrigation associated with the golf course.
Water depths in Salmon Creek measured on two occasions by Quible (during the SEPA EA
process) are depicted on the CAMA Major Site Plans. A comprehensive SAV analysis and
report performed by Quible was also performed during the SEPA process and was included as
an attachment to the SEPA EA document. Four copies are provided for federal agency review.
Proposed Work
The subject of this CAMA Major Permit request is for a 107slip open water marina in a protected
area of Salmon Creek that received a FONSI from NCDENR and the NC State Clearinghouse
on March 2, 2010.
The proposed development includes the construction of three piers of varying lengths,
extending 342 If, 535 If and 230 If into Salmon Creek. The slips range from 26' to 80' feet in
length and the breakdown of slip sizes by number of slips is as follows:
27'x 80' (2)
25'x 60' (100
21' x 50' (15)
17' x 36' (26)
15' x 26' (54)
Total Slips (107)
1

RECEIVED
MAY 4 201p?
MerehftaCllyON
The 107 slips will be located on three piers. Pier 1 will be 445' long, Pier 2 will be 569' long and
Pier 3 will be 362' in length (Note: Pier length includes connection piers that run along the
shoreline). A platform is proposed at the end of each pier system. Platform 1 is 118' x 8',
Platform 2 is 94' x 8', and Platform 3 is 60' x 8'. In addition to the piers there is a proposed 332'
long x 8' wide boardwalk that provides pedestrian access from the boat ramp to the slips. The
eight foot width of the pier system is proposed for several reasons including providing sufficient
width for boat owners to bring equipment and supplies from the boat ramp and parking area to
their boats, to insure safe use of the facilities by handicapped individuals and children, and to
generally insure safe ingress and egress for patrons of the marina facility in adverse wind and
weather conditions.
The proposed open water marina has been designed to eliminate the need for dredging and
there is at least three feet of water depth for the interior slips nearest to shore and an average of
five to six feet of water depth for the larger slips. Also proposed as amenities to the marina
complex is a ship store/market, fueling for vehicles and boats, a pool area and thirty six (36)
associated parking spaces and required access infrastructure. Fuel will be stored in
underground storage tanks (UST's) that will be double-walled with leak detection systems. In
addition, a 20' x 60 ' (33' below nwl) boat ramp is proposed with a 6'wide x 36' long access pier.
Also proposed are four (4) parking spaces for vehicles with boat trailers. All proposed work is
depicted on the CAMA Major Site Plan and is further described in the CAMA Major Application
Package.
The proposed development of an open water marina with associated clubhouse will not impact
either Section 404 Wetlands or a Coastal Wetlands AEC as defined in the CAMA guidelines. A
20' x 33' (660 sq. ft.) portion of the concrete boat ramp will be placed below nwl and impact both
shallow water habitat and Section 404 wetlands.
The proposed construction of a 107 slip open water marina will temporarily disturb the benthic
substrate in proximity to the pilings during installation. WRC and DMF suggest that removal of
snags and installation of pilings have a moratorium period from February 15'"through
September 30'h in order to minimize impacts to aquatic resources during construction of the
marina. The current design will require the removal of four (4) dead snags that lie within the
footprint of the proposed marina (see Sheet 1).
A concern expressed by WRC and DMF involved the ability of boats to moor to the side of the
pier system in shallow water, landward of the designated slips. To address this issue, there will
be a continuous railing built along the waterward side of the pier in shallow water. Additionally,
no cleats or mooring pilings will be allowed in shallow water.
A comprehensive Archaeological Assessment was performed by Brockington and Associates,
Inc. in March 2007. This was included in the SEPA EA and can be provided upon request. At
present, there are no known archaeological sites within the footprint of the proposed marina
piers, slips, boat ramp or associated amenities. There are 14 known archaeological sites in
proximity to, or on the Scotch Hall Preserve. The Brockington survey indicates that a visual
inspection was made along the entire 8,800 linear foot shoreline.

Major Modification—CAMA Major Permit No. 176-05
Scotch Hall Preserve Marina(formerly Innsbrook)
C/O The Rial Corporation
Bertie County RECEIVED
Page Three
MAY 4 2010
Morehead City DCM
Additionally, the f8' wide walkway will extend downstream, meandering both above and
below Normal Water Level (NWL)for a distance of f300',to a boat ramp. The boat ramp will be
±20' wide by±33' long. A±36' long by f6'wide launch pier will be located adjacent the boat ramp.
Although no boat ramp grade preparation will be done below the NWL a trench will be excavated at
the waterward end of the boat ramp to"key"the cement into the Creek bottom. An impervious road
will lead to the boat ramp. A pool and ship store will be located approximately 50' landward of the
NWL. Also,an impervious 36 space and four boat trailer parking area will be located landward of
the ship store and pool. An Underground Storage Tank area will be located immediately adjacent the
parking area.
Anticipated impacts
The project as proposed will result in the shading of approximately ±17,366 ft2 of Creek
bottom associated with the construction of the 4 piers and access walkway. The project will usurp
approximately 4.5 acres of public trust area within Salmon Creek. The construction of the boat ramp
will result in the filling of approximately 660ft2 of Creek bottom. The footprint of the proposed
marina will be located in SAV habitat as described in the Environmental Assessment. A total of
600ft2 of impervious surface will be located within the Coastal Shoreline Area of Environmental
Concern. Approximately 3.5 acres of uplands will be disturbed as a result of the construction of
access roads, parking area, ship store and parking area.
Kelly Spivey—29 April 2010

DCM MP-1 RECI'ryEp
APPLICATION for MAY
Morehead
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
Rial Corporation Scotch Hall Preserve Marina
Applicant 1: First Name MI Last Name
Mike Collins
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
P.O. Box 2444 Greenville SC
ZIP Country Phone No. FAX No.
29602 USA 864-991 6016 ext.
Street Address (if different from above) City State ZIP
na
Email
mcollins @ i miliving.com
2. Agent(Contractor Information
Business Name
Quible&Associates, P.C.
Agent/Contractor 1: First Name MI Last Name
Brian D Rubino
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
P.O. Drawer 870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252-261 -3300 ext. 240 ext.
FAX No. Contractor#
252 261 1260
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shores NC 27949-
Email
[e-mail]
<Form continues on back>
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Form DCM MP-1 (Page 2 of 5) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
Bertie Avoca Farm Road NC 15 4 RECEIVEI 0 ,.f
Subdivision Name City State Zip MAY 4 2 1u
Scotch Hall Preserve(formerly Innsbrook) Merry Hill NC 2795 -
Phone No.
Lot No.(s) (if many, attach additional page with list) are ead Ci DCM
864-991 -6016 ext. 1-399 ,Total in Project- None in this phase.,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Chowan Salmon Creek
c. Is the water body identified in(b)above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown Chowan River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes ®No work falls within.
Unincorporated Bertie County
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
13,755 ft 43,560,000 sq.ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water)or
varies: 0.5- 1.5 acres, None in this Phase, NWL (normal water level)
(If many lot sizes,please attach additional page with a list) avg. 5-20 ft ❑NHW or®NWL
e. Vegetation on tract
Maintained Bermuda Grass, Loblolly Pine, Southern Red Oak, American Holly, Wax Myrtle, American Beech, Red Maple,
Bald Cypress, Sweet Gum, Black Gum
f. Man-made features and uses now on tract
golf course, roads throughout the development, club house, wastewater treatment facility, bulkhead along Albemarle
Sound-fronting lots, three single family residential structures, one private boat dock.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Agriculture, residential, industrial botanicals processing facility(Avoca Farms, LLC)
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
No Zoning (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? Brockington and Associates, Inc.
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?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit
RECEIVED
m. (i) Are there wetlands on the site? ®Yes ❑No
MAY 4 2 1Ql'
(ii)Are there coastal wetlands on the site? []Yes ®No
Morehead Ci DCM
(iii)If yes to either(i)or(ii)above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There is an on-site central wastewater treatment facility designated for the entire project.
o. Describe existing drinking water supply source.
Bertie County Public Water System
p. Describe existing storm water management or treatment systems.
There are two existing low density storm water management permits for Phases 1 and 2 of the project. SW7070613
5. Activities and Impacts
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.
This is to be a private marina facility that will provide wet slips for boats of various sizes and styles. There will be a private
concrete boat ramp for use by Scoth Hall Preserve residents and property owners. There will also be a ship store for marine
relates supplies, food and fuel (see site plan and project narrative).
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.
All marina pier and boardwalk pilings will be driven in place from a barge with a vibratory hammer. If necessary,the piles will
be jetted in. The boat ramp will be concrete and not poured and cured in water. The ramp will be constructed from pre-
fabricated slabs or it will be poured in place (in the dry) by installation of a coffer dam (temporary). Equipment:
backhoe/loader, excavator with hammer, hydraulic drill and chain saws (to be kept on-site). Typical upland development
techniques will be implemented for the ship store and associated parking.
d. List all development activities you propose.
107 slip open water marina,water dependent marina access boardwalk, boat ramp, ship store, community pool, vehicular
parking areas,fuel storage and distribution system.
e. Are the proposed activities maintenance of an existing project,new work,or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? Total at Build out: 3.8 assoc. w/
marina
❑Sq.Ft or®Acres
g. Will the proposed project 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 direct discharges planned, however, there will be limited surface runoff from the proposed boat ramp.
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
j. 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 5) APPLICATION for
Major Development Permit
-•�
<Form continues on back> RECEIVED
6. Additional Information €' MAY 4201
In addition to this completed application form, (MP-1)the following items below,if applicable, must be submitted in order for he application Az`
package to be complete. Items(a)—(f)are always applicable to any major development application. Please consult the ap�142pd City,p M
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps, plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims 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 mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Avoca Technical of Delaware,Inc. Phone No.
Address 841 Avoca Farm Road,Merry Hill,NC 27957
Name Robbie Saunders Phone No.
Address 1445 Garretts Island Road, Plymouth, NC 27962
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,permittee,and issuing dates.
CAMA Major 176-05(11-09-05) NCDWQ 401 Cert. (11-04-05)
NCDLQ SESCP Bertie 2005-007(6-05) DCDWQ Coastal Stormwater SW7050941
USACE General Permit 198000291 (11-08-05)
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.
7. 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 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 y/5/�d Print Name _Rial Corporation
Sign re
Please indicate application attachments pertaining to your proposed project.
NDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
NDCM MP-3 Upland Development
NDCM MP-4 Structures Information
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Form DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
RECEWED
MAY 4 2010
6'0'e"e0c'CitY,DCM
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Form DCM MP-2
EXCAVATION and FILL '�qr �F'�Fo
(Except for bridges and culverts) O�eh� f2�1a
aCA
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint-'
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length 60' (33'below
NWL)
Width 20'
Avg. Existing
Depth 3' NA NA
Final Project
Depth 3' NA NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C. (i)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation(SAV),shell bottom (SB), NA
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii)Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No DNA
(ii)If no,attach a letter granting permission from the owner. (ii) If yes,where?
e. (i)Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation(SAV),shell bottom(SB), ❑Yes ❑No DNA
or other wetlands(WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes,how much water area is affected?
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: vvww.ncc,oastalmanagement.e-eet revised: 12461/06

Form 130E MP-2 (Excavation and Fill, Paige 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4—Structures)
a. Type of shoreline stabilization: b. Length: ECEIVEI)
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHWor NWL�AY 2��Q)
e. Type of stabilization material: I. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes,state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes [:]No ❑NA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
(ii)Amount of material to be placed in the water other wetlands(WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area
❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
Limited excavation associated with construction of the boat ramp Backhoe, Dump Truck,Concrete Truck
will be contained by utilizing silt fence or other erosion control
methods as described in the proposed Sed and Erosion Control
plan.
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ❑No ZNA site? ❑Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes,explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808::1.888-411COAST::www.nccoastal.mo-nanement.net revise& 12/26/06

Form DCM NIP-2 (Excavation and Fill, Page 3 of 31
Date 411: RECEIVED
Scotch Hall Preserve Marina
Project Name MAY 4 2010
Morehead City DCM
Rial Corporation
Applic Name
d
Appli, Signature
252-808-2808 :.- 1-888-4RCOAST.-: www.ncc.oast.alt-natip.qc-,erqnt.t-,ket revised: '12/26/06

Form DCM MP-3
Mqy F°
UPLAND DEVELOPMENT 140%O 2010
(Construction and/or land disturbing activities) a ¢GJyDC
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. None in this phase of the project. Currently 399 lots have
(1) ship store,(1) pool, underground fuel tanks been approved in earlier phases.
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre). ditches,etc.
Based on the existing 399 lots that were approved in earlier Total =3.53 ac. Includes: access roads/parking (3.13 ac.),
phases density is 0.4 units per acre for the entire project. ship store and pool area(0.29 ac.), UST area and fuel lines
No new residential units are proposed in association with (0.07 ac.), boat ramp (0.04 ac.)
the marina.
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl,paver stone,asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing asphalt and concrete
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes,list the date submitted: existing SESCP Plan will be
modified to address new disturbance
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement, building, rooftops,or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
0.001% (612 sq.ft. within 30 ft of the shoreline associated ❑Yes ®No DNA
with the boat ramp) No additional impervious within 75'
AEC for the entire project area.
(ii)If yes, list the date submitted: to be Submitted in
association with a Phase 3 Low Density SWMP
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces,such as pavement,building, rooftops,
or to be used for vehicular driveways or parking.
<30% (low density SW Permit requirement)
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item(i)received state or local
There is a permitted on-site central wastewater treatment approval?
system . ❑Yes ®No DNA
If yes,attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state(e.g.,surface runoff,sanitary wastewater,industrial/ design?
commercial effluent,"wash down"and residential discharges). ❑Yes ®No ❑NA
252-808­28082 ;: 1-888-4RCOA T:: www.nccoasta{management-net revised: 12/26/06

ft
minor surface runoff If yes,attach appropriate documentation � 4 L CF�VFC
Moz,
ac��O�M
m. Describe proposed drinking water supply source(e.g.,well, n. (i) Will water be impounded? ❑Yes ®No DNA
community, public system,etc.) (ii)If yes, how many acres? No impoundment associated with
Bertie County Water Disribution System the marina. There are currently extensive stormwater
management wet ponds throughout the golf course.
o. When was the lot(s)platted and recorded? p. If proposed development is a subdivision,will additional utilities be
Phased subdivision between 2006 and 2009.No new lots in installed for this upland development?
this phase of the project. ®Yes ❑No DNA
!/ �o
Date
Project Name
Scotch Hall Preserve Marina
Applicant Name
Rial Corporation
Ap licant S'
252-808-2808 :: 1-888-4RCOAST::www nccoastainian<setement.net irevis,¢d: 12126106

Form DCM MP-4 RECEIVED -1
Y
T R T S UC ORES MAY 42010
t
(Construction within Public Trust Areas) 4foreheod City DCM
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS El This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ®No
c. (i)Dock(s)and/or pier(s) d. (i)Are Finger Piers included? ®Yes ❑No
(ii)Number 4 If yes:
(iii)Length Pier 1: 342' (ii)Number 49
Pier 2: 535' (iii)Length (5) 30'; (7) 25'; (12) 18'. (25) 13'
Pier 3: 230' (iv)Width 3
Pler 4: 36' (v) Floating []Yes ®No
(iv)Width Pier 1, 2, 3: 8'; Pier 4: 6'
(v)Floating []Yes ®No
e. (i) Are Platforms included? ®Yes []No f. (i) Are Boatlifts included? ❑Yes ®No
If yes: If yes:
(ii)Number 3 (ii)Number
(iii)Length Platform 1: 118' ; Platform 2: 94'; Platform 3: (iii)Length
60'
(iv)Width
(iv)Width 8'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i)Number of slips proposed h. Check all the types of services to be provided.
107 ❑ Full service, including travel lift and/or rail, repair or
(ii)Number of slips existing maintenance service
0 ® Dockage,fuel,and marine supplies
® Dockage("wet slips")only,number of slips: 107
❑ Dry storage;number of boats:
® Boat ramp(s);number of boat ramps: 1
❑Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
❑ Land cut and access channel charter boats,sail boats,mixed types).
❑Open water;dredging for basin and/or channel mixed types
®Open water;no dredging required
❑Other;please describe:
k. Typical boat length: 20-40 ft I. (i)Will the facility be open to the general public?
252..808-2808 :: 1-888-4RCOAST :: www nccoastaimana-qem€iit,s'i�:t revised. 12/2 T/06

Form DCM MP-4 (Structures, P}fir?*
RECEIVEIB
m. (i)Will the facility have tie pilings? ®Yes ❑No
®Yes ❑No MAY 4
(ii) If yes number of tie pilings? M01e1e0c,City U(;hll
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
®Office Toilets
®Toilets for patrons; Number:4; Location:ship store
® Showers
® Boatholding tank pumpout;Give type and location: Mobile pumpout station, located at the end of Pier 3
b. Describe treatment type and disposal location for all sanitary wastewater.
The existing on-site central wastewater treatment facility. Permit No. W 00029653
C. Describe the disposal of solid waste,fish offal and trash.
trash receptacles on-site
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge (signs will be posted)
e. (i)Give the location and number of"No Sewage Discharge"signs proposed.
2; one on Pier 3 and one along the water dependent marina access boardwalk
(ii)Give the location and number of"Pumpout Available"signs proposed.
1; on Pier 3
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
There will be no painting or sandblasting in the marina area. The fuel system will be fully permitted through the NCDENR UST
Section and will include a leak detection system. There will be a Spill Prevention Control and Countermeasure Plan as
discussed in the SEPA EA that received a FONSI.
g. Where will residue from vessel maintenance be disposed of?
No boat maintenance such as powerwashing, sandblasting or painting allowed at this marina.
h• Give the number of channel markers and"No Wake"signs proposed. No channel markers proposed; 1 "No Wake" sign at the end of
Pier 3 proposed
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water quality.
The fuel dispensers will be at the end of Pier 3 and at the Ship Store
j. What will be the marina policy on overnight and live-aboard dockage?
Overnight dockage available for transient visitors must be approved by Scotch Hall Preserve; No long term live aboard allowed
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Form DCM MP-4 (Structures, Pace 3 of 4)
k. Describe design measures that promote boat basin flushing?
Proposed Marina is located in open water h �
F 'QF
I. If this project is an expansion of an existing marina,what types of services are currently provided? 4`4,? CFiLFO
N/A 4tpv9
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes jSINo
o. Is the marina/docking facility proposed within or adjacent to 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 NSAV 13, 184 sq.ft. partial shading ❑SB
®WL none affected []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.
3. BOATHOUSE(including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii)Length
(iii)Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL,or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private/Community
252-808-2808 :: 1-888-4RCOAST::www.nccoastalmananement,oet revised: 12/27/06

Forttt4t DCM MP-4 (Structures, Page 4 of 4)
c• Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
cF,v
r
a�
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
20 ft to the west- 1,123 ft to the east 1,173 ft. from next adjacent docking facilities
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
varies: 1,088 ft to 2,074 ft Pier 1 -6.5', Pier 2- 5.5', Pier 3-5.0% Pier 4-3.0'
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii)If yes,explain what type and how they will be implemented.
& OTHER ❑This section not applicable
a. Give complete description:
Also proposed is a 332' long x 8'wide boardwalk that connects the slips with the proposed boat ramp(See Sheet 1 and Sheet
2)
Date
Project Name
Scotch Hall Preserve Marina
Applicant Name
Rial C 'on
is t Si a, re
252-808-2808:: 1-888-4RCOAST::wwwv,#mccoastalmanagement.net ®evised: 12/2.7/06

..... RECEIVED
U.S. ARMY CORPS OF ENGINEERS Q
WILMINGTON DISTRICT Ccity M
Action Id.200511140 County: Bertie U.S.G.S. Quad: Edenhouse
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Mr.William C.Stillwagon
Address: 319 South Maple Avenue
Greensburg,Pennsylvania
15601
Telephone No.: [phone]
Property description:
Size(acres) 1,400 acres Nearest Town Merry Hill
Nearest Waterway Albemarle Sound River Basin Albemarle Sound
USGS HUC 03010205 Coordinates N 36.002944 W-76.690981
Location description Pronerty.is a 1,400 acre tract adjacent to Salmon Creek and the Albemarle Sound located at
the end of North Carolina State Road 1502 extending to the north side of North Carolina State Road 1511 east of Merry
Hill in Bertie County,North Carolina.
Indicate Which of the Following Apply:
_ Based on preliminary information,there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army.(DA)jurisdiction. To be considered final,a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process(Reference 33 CPR Part 331).
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 ofthe Clean Water Act. Unless there is a change in the law or
our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification:
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,this determination maybe
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload,the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation,you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion,this survey should be reviewed and verified by the Corps.
Once verified,this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which,provided there is no change in the law or our published regulations,may be relied upon for a period not to exceed
five;years,
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 6121/2005. Unless there is a change in the law or our published regulations, this
determination maybe relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S.,to include wetlands,present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our
published regulations,this determination may be relied upon fora period not to exceed five years from the date of this
notification,
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Washington,NC,at(252)946-6481 to determine
their requirements.
Page 1 of 2

} RECEIVED
MAY 4 2010
Morehead City DCM
Action 1d.200511140
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Arm permit tray
constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311). If you have any questions regarding this
determination and/or the Corps regulatory program,please contact Tracey L.Wheeler at(252)975-161.6 ex 24.
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual
and is adiacent to Salmon Creek and Albemarle Sound
Remarlisr All wetlands retauluted pursuant to Section 404 of the Clean Water Act are contained in the areas marked on
the enclosed lats• however,there.may be uplands included within this area.
Corps Regulatory Offici
Date 06/21/2.005 Expiration Date 06./21/2010
Copy Furnished:
Paul Farley,Land Management Group
i
Page 2 of 2

V
JURISDICTIONAL DETE N TI. N RFc�itr
RNII A O Rtsed 8<a /04
U.S. Army Corps of Engineers qY
DISTRICT OrFICE:CESAW-gG-W �0i8h ZO��
FILE NUMBER:100511140 ®4aCitkOC41
PROJECT LOCATION INFORMATION:
State: North Carolina
County: Bertie
Center coordinates of site(latitude/longitude): 36:002944 -76.690881
Approximate size of area(parcel)reviewed,including uplands; 1,400 acres:
Name of nearest waterway:Albemarle Sound and Salmon Creek
Name of watershed; Albemarle Sound
JURISDICTIONAL DETERMINATION
Completed: Desktop determination Date:
Site visits) Date(s);03/10/2005
Jurisdictional Determination(JD)t.
i Preliminary JD Based on available information, 'there appear to be(or)❑there appear to be no."waters of the United States"
andlor"navigable waters of the United States"on the project site. A preliminary JD is not appealable(Reference 33 CFR part
331).
Approved JD—An approved JD is an appealable action(Reference 33 CFR part 33l).
Check all that apply:
There are"navigable waters of the United States"(as defined by33 CFR part 329 andassoeiated guidance)within the reviewed
area. Approximate size of jurisdictional area:
There are"waters of the United States" (as defined by 33 CFR part.328 and associated guidance)within the reviewed area.
Approximate site of jurisdictional area: 103.34 acres.
There are "isolated,non-navigable,intra-state waters or wetlands"within the reviewed area.
�1 Decision supported by SWANCC/Migratory Bird Rule Information Sheet for Determination of No Jurisdiction.
BASIS OF JURISDICTIONAL DETERMINATION:
A. 'Waters defined under 33 CFR part 329 as"navigable waters of the United State$":
}II The presence of waters that are subject to the ebb and flow of the tide and%ot are presently used;or have been used in
the past,or may be susceptible for use to transport interstate or foreign commerce.
B. Waters defined under 33 CFR part 328.3(a)as"waters of the United States'
(1)The presence of waters,which are currently used,or were used in the past,or may be susceptible to use in
interstate or foreign commerce,including all waters which are subject to the ebb and flow of the tide,
(2)The presence of interstate waters including interstate wetlands.
(3)The presence of other waters such as intrastate lakes,rivers,streams(including intermittent streams),mudflats;sandflaw
wetlands,sloughs,prairie potholes,wet meadows,playa lakes,or natural ponds,the use,degradation or destruction of which could
affect interstate commerce including any such waters(cbeck all thatapply):
❑ (i)which are or could be used by interstate or foreign travelers for recreational or other purposes.
Q (ii)from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
[] (iii)which are or could be used for industrial purposes by industries in interstate commerce.
� (4)Impoundments of waters otherwise defined as waters of the US.
(5)The presence of a tributary to a water identified in(1)-(4)above.
(6)The presence of territorial seas.
(7)The presence of wetlands adjacent'to other waters of the US,except for those wetlands adjacent to other wetlands.
Rationale for the Basis of Jurisdictional Detetmination(applies to any boxes checked above). If the jurisdictional water or
tivetlaod is not itself a navigable water oftlie United States,describe connection(s)to the downstream navigable iYaters. IfB(1)orB(3)
is used as the Basis ofJurisdiction,document navigability and/or interstate commerce connection(i,e;discuss site conditions, including
wiry the waterdody is navigable and/or how the destruction of the waterbody could affect interstate or foreign commerce).IfB(?,d,S or
6)is used as the Basis ofJurisdiction,document the rationale used to indke the determination.IfB(7)is used as the Basis of
Jurisdiction,document the rationale used to make adjacency determination:This site exhibits wetland criteria as described in the 1987
Corps Wetland Delineation Manual and is adjacent to Salmon Creek and Albemarle Sound.

Lateral Extent of Jurisdiction:(Reference:33 CFR parts 328 and 329) �'�r
] { Ordinary High Water Mark indicated by: High Tide Line indicated by; /y ?���
❑ clear,natural line impressed.on the bank eiah®
❑ oil or scum line along shore objects oq Ci
❑ the presence of litter and debris ❑ .fine shell or debris deposits(foreshore) tY®Cly
❑ changes in the character of soil ❑ physical tnarkings/characteristics
[] destruction of terrestrial vegetation ❑ tidal gages
❑ shelving ❑ other;
❑ other:.
Mean High Water Mark indicated by
❑survey to available datum; ❑physical markings;❑vegetation lines/changes in vegetation types.
2' Wetland boundaries,as shown on the attached wetland delineation map and/or in a delineation report prepared by:Paul Farley
Basis For Not Asserting Jurisdiction`:
The reviewed area consists entir ely of uplands.
Unable to confirm the presence of waters in 33 CFR part 328(a)(1,2,or 4-7),
■ Headquarters declined to approve jurisdiction on the basis of 33 CFR part 328.3(a)(3).
The Corps has made a case-specific determination that the following waters present on the site are not.Waters of the United States:
❑ Waste treatment systems;including treatment ponds or lagoons,pursuant to 33 CFR part 32$.3.
❑ Artificially irrigated areas,which would revert to upland if the irrigation ceased.
❑ Artificial lakes and ponds created by excavating and/or diking dry land to collect and
retain water and which are used exclusively for such purposes as stock watering,irrigation,settling basins,or rice growing,
El Artificial reflecting or swimming pools or other small ornamental bodies of water created
by excavating and/or diking dry land to retain water for primarily aesthetic reasons.
Water-filled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose
of obtaining fill,sand,or gravel unless and until the construction or excavation operation is abandoned and the resulting
body of water meets the definition of waters of the United States found at 33 CFR 328.3(a).
❑ Isolated,intrastate wetland.with no nexus to interstate commerce.
❑ Prior converted cropland,as determined by the Natural Resources Conservation Service.Explain nrtionale
❑ Non-tidal drainage or irrigation ditches excavated on dry land. Explain rationale:
C] Other(explain):
DATA REVIEWED FOR JURSIDICTIOiNAL DETERMINATION(mark all that apply):
gm Maps,plans,plots or plat submitted liy or on behalf of the applicant.
Data sheets prepared/submitted by or on behalf of the applicant.
This office concurs with the delineation report,dated ,prepared by(company);Land MWagettaent Gxtsup
❑ This office does not concur with the delineation report;dated ,prepared by(company):
Data sheets prepared by the Corps.
Corps'navigable waters'studies:
lil
U.S.Geological Survey Hydrologic Atlas:
U.S.Geological Survey 7.5 Minute Topographic maps:Edenhouse Quad
U.S.Geological Survey 7:3 Minute Historic quadrangles:
U.S.Geological Survey 15 Minute Historic quadrangles:
USDA Natural Resources Conservation Service Soil Survey;Bettie County Sheets 1:2 and 17
National wetlands inventory maps:
State/Local wetland inventory maps:
FEMA/FIRM maps(Map Name&Date):
100-year Floodplain Elevation is; (NGVD)
Aerial Photographs(Name&Date);
Other photographs(Date):
Advanced Identification Wetland maps:
Site visit/detennination conducted on:03/10/208
Applicable/supporting case law:
Other information(please specify):
'Wetlands are identified and delineated rising the methods and criteria established in the Corps Wetland Delineation Manual(87 Manual)(i.e.,occurrence of
hydrophytic vegetation,hydrie soils and wetland hydrology).
"llre term"adjacent"means bordering,contiguous,or neighboring. Wetlands separated from other waters of the U.S.by man-trade dikes or barriers,natural
river berms,beach dunes,and the like are also adjacent.

MAY 4 2olo
Applicant: William C. Stillwagon File Number: 200511140 Dater 06/21/2005
Attached is: See Section below
INITIAL PROFFERED PERMIT(Standard Permit or Letter of A
ermission
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL, C
APPROVED TURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROTFERED PERMIT: You may accept or object to the permit,
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit(Standard or LOP) because of certain terms and conditions therein,you
may request that the permit be modified accordingly. You must complete Section H of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice,or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a)modify the permit to address all of your
concerns, (b)modify the permit to address some of your objections, or(c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections,the
district engineerwill send you a proffered permit for your reconsideration,as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT; If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the
permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain tern-is and
conditions therein,you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section H of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Adininistrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This forin
must be received by the division engineer within 60 days of the date of this notice.

'- RECEIVED
MAY 4 2010
D: APPROVED JURISDICTIONAL DETERMINATION: You may acceptor appeal the approve or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept.an approved JD. Failure to notify the Corps within 60.days of the date of
this notice, means that you accept tine approved JD in its entirety,and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JI)under the Corps of Engineers Administrative
Appeal Process by completing Section lI of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this
notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preli nina y JD. The Preliminary JD is not appealable. If you wish, you mayrequest an approved
JD(which may be appealed),by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATIOM The appeal is limited to a review of the administrative record,the Corps
meniorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record; However, you may provide additional information to clarify
the location of infornation that is already in the administrative record,.
If you have questions regarding thus decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Tracey L. Wheeler Mr.Michael F.Belt,Administrative Appeal Review Officer
US Army Corps of Engineers CESAD-ET-CO-R:
Post Office Box 1000 U.S. Anny Corps of Engineers, South Atlantic Division
Washington,North Carolina 27889 60 Forsyth Street,Room 9M15
252)975-1616 ex 24 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants,to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation,and will have the opportunity to participate in all site
investigations.
Date: Telephone number.-
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U,S.Army Engineer Division, South Atlantic
60 Forsyth Street,Room 9M15
Atlanta, Georgia 30303-3490

DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington,North Carolina 28402-1890
General Permit No. 198000291
Name of Permittee: General Public
Effective Date: January01, 2005
Expiration Date: December 31,2010
DEPARTMENT OF THE ARMY
GENERAL PERMIT
A general permit to do work in or affecting navigable waters of the United States and waters of
the United States, upon recommendation of the Chief of Engineers, pursuant to Section 10 of the
Rivers and Harbors Act of March 3, 1899 (U.S.C. 403), and Section 404 of the Clean Water Act
(33 U.S.C. 1344), is hereby issued by authority of the Secretary of the Army by
District Engineer
U.S. Army Engineer District, Wilmington
Corps of Engineers
Post Office Box 1890
Wilmington,North Carolina 28402-1890
TO AUTHORIZE THOSE CONSTRUCTION ACTIVITIES IN THE 20 COASTAL
COUNTIES RECEIVING PRIOR APPROVAL FROM THE STATE OF NORTH CAROLINA
IN THE FORM OF A COASTAL AREA MANAGEMENT ACT (CAMA) PERMIT, AND/OR
A STATE DREDGE AND FILL PERMIT, AND IF REQUIRED, A WATER QUALITY
CERTIFICATION,THAT ARE OTHERWISE NOT ELIGIBLE FOR FEDERAL
AUTHORIZATION IN THE FORM OF A NATIONWIDE PERMIT OR ANOTHER
REGIONAL GENERAL PERMIT.
1. Operating_Procedures:
a. Applications for joint state and federal authorization under this programmatic
general permit will be accepted through the North Carolina Division of Coastal Management
(NCDCM). Receipt of a complete application by the NCDCM will initiate the State's field
review that will include a site visit and preparation of a Field Investigation Report and a state
Bio-Report. The NCDCM will forward a copy of the complete application, its Field
Investigation Report and its Bio-Report, to the appropriate Corps of Engineers field office,
thereby initiating federal review of the project. The Corps,upon receipt of an application, will
immediately assign an action identification number, acknowledge receipt thereof, and examine

f
the application to assure that it can be processed pursuant to this programmatic general permit.
The applicant and the NCDCM will be furnished written notification of the Corps'
determination. Notification to the applicant will include a brief description of the administrative
process.
b. For those proposals that may result in a discharge into waters of the United
States, including wetlands,the North Carolina Division of Water Quality (NCDWQ) and the
applicant will be informed regarding the applicant's need to obtain a Water Quality Certification
in accordance with section 401 of the Clean Water Act.
c. If, at any time, the Corps determines that a proposed activity is eligible for
authorization under another regional general permit (RGP) or a nationwide permit (NWP), this
procedure may be terminated and the activity authorized pursuant to the terms and conditions of
the appropriate RGP or NWP.
d. The permit review process conducted by the NCDCM is a public process
involving publication of public notices in local newspapers,public hearings, and various public
appeal procedures. The Corps may issue a separate public notice for a specific proposal if it is
deemed necessary for compliance with appropriate laws, regulation and guidance.
e. This general permit does not, in anyway, alter established procedures or
responsibilities, as required by federal laws,memoranda of agreements (MOA's) or
administrative regulations, with respect to the Corps' coordination with appropriate review
agencies. The applicant will continue to have the opportunity to rebut any objections to a
proposal.
f. The Corps will provide copies of the application and plans, the NCDCM's Field
Investigation Report, and the state Bio-Report,to the U.S. Fish and Wildlife Service (USFWS),
the National Marine Fisheries Service(NMFS) the U.S. Environmental Protection Agency
(EPA), and any other federal agency that the Corps determines to be a necessary review agency
(collectively, the "Federal Agencies"). Receipt of this material will initiate the Federal Agencies'
review. The Federal Agencies will be allowed sufficient time, normally thirty(30) days, to
provide the Corps with their comments and recommendations, including any proposed permit
special conditions and recommendations of denial. The Corps may grant extensions of time for
Federal Agency review if justified by unusual circumstances. If an extension is granted that
would substantially delay an NCDCM decision, the application may be removed from this
general permit process.
g. The Corps will receive and review all Federal Agency comments as well as any
applicant rebuttal. Provided all Federal Agencies and the Corps are in agreement, the Corps will
prepare a coordinated federal position incorporating all Federal Agency comments, including
proposed permit special conditions and any recommendations for denial. The Corps will
typically furnish this coordinated federal position to the NCDCM within 45 days of its receipt of
the complete application, and copies of the Field Investigation Report and Bio-Report.

h. If the Corps does not concur with a Federal Agency's comments or
recommendations, the Corps will contact the Federal Agency and advise it of the Corps' position.
Attempts to resolve the issue may include initiating the referral procedures outlined by current
memoranda of agreement(MOA's) between the Department of the Army and the agency. No
coordinated federal position will be furnished to the NCDCM until and unless the Corps receives
written agreement from the Federal Agency that all issues have been resolved to the satisfaction
of that agency.
i. If any of the recommendations and/or conditions included in the coordinated
federal position are unacceptable to the NCDCM,the NCDCM will contact the Corps within ten
(10) days of receipt of the coordinated federal position and attempt to resolve the conflict. If
resolution of the conflict involves changes to the conditions or recommendations provided by the
Federal Agencies, the provisions of paragraphs g. and h. (above) will apply. If the conflict is
resolved to the satisfaction of the Corps and any affected Federal Agency, the NCDCM permit
will be issued and the authority of this general permit will apply.
j. If a Federal Agency conflict is not resolved within the time necessary for a
decision by the NCDCM, the NCDCM may proceed, independently, to conclude the state action
without inclusion of the federal position. In such case,the applicant and the NCDCM will be
notified immediately, in writing, that the state permit does not satisfy the federal permit
requirements and that the proposal in question may not proceed without federal authorization.
k. If the coordinated federal position is not in conflict with state agencies'
positions, law, regulation, or policy, and is acceptable to the NCDCM, a state permit will be
developed by the NCDCM fully incorporating the state and federal positions. The NCDCM will
furnish copies of the final permit to the applicant and the Corps. The NCDWQ will furnish a
copy of the Section 401 Water Quality Certification, if required, to the applicant and the Corps.
The Corps will not confirm the authorization of a proposed project under this General Permit
until the issuance of the NCDCM permit and, if required,the Section 401 Water Quality
Certification.
1. If the NCDCM permit or Section 401 Water Quality Certification is denied, the
applicant will be informed that federal authorization is denied without prejudice.
m. No work may proceed under this general permit until the District Engineer or
his representative provides written verification that the procedures and conditions of the general
permit have been satisfied.
n. The NCDCM and the Corps will monitor all permitted work and periodically
inspect projects for compliance with permit conditions and applicable state and federal
regulations. If any violation of the NCDCM permit is discovered which would also constitute a
violation of the federal position, both the NCDCM and the Corps, in accordance with their
respective regulations and policies, may take enforcement action.
o. This general permit will not be used to authorize an activity when the District

--vro �----••• ----•••• -���•••�••��w�.vuuu i—VO L.iusoijILI l.G1/LVGZil%OGV JCLLIL�'5...
RECEIVED
AGENT AUTHORIZATION MAY 42010
RE: Scotch Hall Preserve Marina ' oftQd CI1 DC.
Merry Hill,Bade County,North Carolina
As a representative of Pool Corporation,I authorize Quihle&Associates,P.C,to act as
agent for the purpose of environmental permitting,including CAMA,DWO,and USACE
Permits associated proposed marina.
Name: C�' V I)m1wC1�u Date U
0
rf 1 3/23/2010 9:48 AM

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
1) APPLICANT: Rial Corporation ( Scotch Hall Preserve Marina) County: Bertie
LOCATION OF PROJECT: At the end of SR 1502 (Avoca Farm Road),at the mouth of the Chowan River on
the Albemarle Sound near Merry Hill in Bertie County, North Carolina.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 28 April 2010
FIELD RECOMMENDATION: Attached: NO To Be Forwarded: YES RECEIVED
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
MAY 4 2010
FIELD REPRESENTATIVE: Kelly Spivey DISTRICT OFFICE: Washington
DISTRICT MANAGER REVIEW: Morehead City DCM
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $400.00 (60/40%)
PUBLIC NOTICE REC'D: END OF NOTICE DATE:
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D:
APPLICATION ASSIGNtD O: vu o ON:
C 75 DAY DEADLINE:""/ " I 0 DAY DEADLINE: S
MAIL OUT DATE: STATE DUE DATE:
FEDERAL DUE DATE: FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY DATE OBJECTION NOTES
COMMENTS S:
RETURNED YES NO
Coastal Management-Regional Representative
Coastal Management-LUP Consistency tia 14
Division of Community Assistance
Land Quality Sectiond&51
/
Division of Water Quality —1N
Storm Water Management(DWQ) J - 30
State Property Office
Division of Archives&History �Z g
Division of Environmental Health 'l
Division of Highways I v
Wildlife Resources Commission
Local Permit Office
Division of Marine Fisheries
Corps of Engineers

tiI ILI C IjIS TRIP i,`TIO `i STrJEET
DC-i'd Field Offic-'s
Elizabeth City (w;ti r,vise wo(kpla_, dra,,-Vi r gs)
Niore'nead City
Washington
Wilmington
US ACOF Offices:
Washington: Raleigh Bland
Tracey Wheeler
William Westcott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Dave Timpy
Cultural Resources: Renee Gledhill-Early ✓
Public Water Supply: Debra Benoy(WIRO)
Joey White (WARD)
Marine Fisheries: Annie Deaton
NC DOT: Ken Pace vl�'
Shellfish Sanitation: Patti Fowler✓
State Property: June Michaux ✓
Water Quality: Cyndi Karoly(Raleigh) ✓
John Hennessy(NC DOT)
Washington: Vivian Christ
Al Hodge
Kyle Barnes
Wilmington: Joanne Steenhuis
Wildlife Resources: Maria Dunn (WARD) ✓
Molly Ellwood (WIRO)
LPO:
Fax Distribution: Permitee#:
° Agent#: °

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
November 30, 2010
Mr. Mike Collins
Rial Corporation
PO Box 2444
Greenville, SC 29602
Dear Mr. Collins:
This letter is in response to your application request under the Coastal Area Management Act (CAMA)
to carry out development activities in Bertie County.
Processing of the permit application was placed on hold by the Morehead City office on 8/19/10 pending
further information requested by the Division of Water Quality (DWQ). On 11/29/10 we received confirmation
from DWQ that the requested information was received and that the project received a stormwater certification
(SW7101006 on 11/23/10). Therefore, by way of this letter we are informing you that your application is no
longer on Division of Coastal Management hold and processing of the application will continue which will
make the 150 day deadline January 5, 2011 however, we expect to take action prior to that time and will do so
as soon as possible.
If you have any questions concerning these matters, please feel free to contact me by telephone (252-
808-2808 ext. 211), fax [phone]) or e-mail ([e-mail]).
rSi erel
aniel M. voni
Assistant Major Permits Coordinator
CC: Brian Rubino
Quible and Assoc.
PO Drawer 870
Kitty Hawk, NC 27949
400 Commerce Ave.,Morehead City,NC 28557 One
Phone:[phone] FAX:[phone] Internet:www.nccoastaimanagement.net No Carolina
An Equal Opportunity 1 Affirmative Action Employer MM1911Y

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H.Sullins Dee Freeman
Governor Director Secretary
November 23, 2010
Mr. Mike Collins, Managing Partner
Rial Corporation
PO Box 2444
Greenville, SC 29602
Subject: Permit No. SW7101006
Scotch Hall Preserve Marina
Low Density Stormwater Project
Dear Mr. Collins: Bertie County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Scotch Hall Preserve Marina on October 22, 2010. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H.1000. We are forwarding Permit No. SW7101006 dated November 23, 2010, for the
construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein, and does not supercede
any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Samir Dumpor or me at [phone].
i ce y,
AT o I \�
Regional Supervisor
Surface Water Protection Section
AH/sd: K:\SD\PERMITS— Low Density\SW7101006
cc: I-kndy Deel, PE, Quible & Associates, P.C.
Bertie County Inspections
Washington Regional Office
North Carolina Division of Water Quality Internet:www.ncwaterquality.org One
943 Washington Square Mail Phone [phone] FAX:[phone] NoirthCarohna
Washington,NC 27889 FAX: [phone] /�/atural/�,
(/ Y L l�i ;/

OWW JW111MCIICI IVIdI1cl�JullIC11l oyatu a
Permit Number SW7101006
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143 General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Rial Corporation
Scotch Hall Preserve Marina
FOR THE
construction, operation and maintenance of a low density development in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of total of 106,428 square feet of built-upon
area.
2. The overall tract built-upon area percentage for the project must be maintained at
24%, as required by Session Law 2008-211 and Section 2H .1005 of the
stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit and shall be
kept on file by the permittee at all times.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road or to provide access.
6. The built-upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent streams or other surface waters.
7. Roof drains must terminate at least 50 foot from the Mean High Water line.
11. SCHEDULE OF COMPLIANCE
1. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area.
Page 2 of 5

Permit Number SW7101006
2. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
3. This project may not be sold or subdivided in whole or in part without first
receiving a permit modification from the Division.
4. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7101006, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. This project is permitted for a maximum of 106,428 square feet of built-
upon area. Construction of additional built-upon area in excess of this
amount will require a permit modification.
g. This project may not be sold or subdivided, in whole or in part, without first
receiving a permit modification from the Division.
h. Construction of additional impervious areas such that low-density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat
the runoff from all built-upon area associated with the project, including
that area permitted under the low density option.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
j. The built-upon areas shall be located a minimum of 50 feet landward of all
perennial and intermittent surface waters.
5. A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
6. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
7. Projects within DCM's Area of Environmental Concern (AEC) are subject to a
reduction of the permitted amount of built-upon area due to CAMA jurisdiction
within the AEC. The most restrictive of the two numbers shall be considered the
maximum BUA.
8. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
Page 3 of 5

State Stormwater Management Systems
Permit Number SW7101006
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of the project area in whole or in
part. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
9 Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built-upon surface.
10 During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
11 The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b Sediment removal.
C. Mowin.9, and re-vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
12. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
13. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
re-issuance of the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name/Ownership Change form, signed by both parties,
must be submitted to the Division of Water Quality accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits, and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Neither the sale of the project nor the
transfer of common areas to a third party, such as a homeowner's association,
constitutes an approved transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
Page 4 of 5

v MV VV.111 •uVl IIi�11iJyrlllrl ll V�J�GIIIJ
Permit Number SW7101006
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Session Law 2008-
211 and Title 15A NCAC 21-1.1000 of the North Carolina Administrative Code,
Subchapter 21-1.1000; and North Carolina General Statute 143-215.1 et. al.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by the Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance, or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state and federal), which have jurisdiction.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Permit issued this the 23th day of November, 2010
761�een
TH AIR,OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- ------------------------------- for
H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7101006
Page 5 of 5

y A.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT,CORPS OF ENGINEERS
Washington Regulatory Field Office
Post Office Box 1000
' Washington,North Carolina 27889-1000
IN REPLY REFER TO
August 27, 2010
Regulatory Division
Action ID No. SAW-2010-00731
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City,North Carolina 28557-3421
Dear Mr. Huggett:
Reference the application of Rial Corporation Attention: Mr.Mike Collins to construct a
107-slip open water marina at the 1,000 acre tract of land formally known as Innsbrook located at
the intersection of NCSR 1502 and NCSR 1511 adjacent to the Chowan River and Salmon Creek
near Merry Hill in Bertie County,North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1.All work authorized by this permit must be performed in strict compliance with the
attached plans,which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers(USACE)prior to implementation.
2.The permittee understands and agrees that, if future operations by the United States
require the removal,relocation,or other alteration,of the structure or work herein authorized, or
if,in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters,the
permittee will be required,upon due notice from the U.S. Army Corps of Engineers,to remove,
relocate, or alter the structural work or obstructions caused thereby,without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY-RM 7316, Silver Spring,MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.

3.Except as specified in the plans attached to this permit,no excavation,fill or mechanized
land-clearing activities shall take place at any time in the construction or maintenance of this
project,in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.
4.Except as authorized by this permit or any USACE approved modification to this permit,
no excavation, fill or mechanized land-clearing activities shall take place at any time in the
construction or maintenance of this project,within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5.The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management(NCDEM),25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
6. The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will be made by the
permittee to prevent the full and free use by the public of all navigable waters at or adjacent to
the authorized work for reason other than safety.
7. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this permit.
8. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project,and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
9. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include,but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally,the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter I I3A Article 4).
10. Violations of these conditions or violations of Section 404 of the Clean Water Act or

Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S.Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
11. In order to reduce impacts to essential fish habitat,will be reduced to 6 feet in width.
12. All boat slips located partially or completely landward of-4.0 feet NWL shall be
eliminated from the project plans,including:
Pier 1 —Slips 1,2,27,28,and 29
Pier 2—Slips 30,31, 32, 82, 83,and 84
Pier 3 —Slips 87, 86, 85, 105, 106,and 107
13. All walkways and finger piers shall be constructed at an elevation of at least+4.0 feet
NWL and constructed with grated decking(preferred)or with a spacing of 0.5 inches between
deck boards. The width of the 300 foot long shore-parallel elevated walkway to the walkways
also shall be reduced to 6 feet.
14. No in-water work shall occur from February 15 to September 30.
Questions or comments may be addressed to Ms. Tracey Wheeler, Washington Field
Office, Regulatory Division,telephone[phone].
Sincerely,
Traceyy Wheeler
Regulatory Project Manager
Copies Furnished:
Copies Furnished:
Mr. Ian McMillan
North Carolina Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh,North Carolina 27604
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh,North Carolina 27636-3726

Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
101 Pivers Island Road
Beaufort,North Carolina 28516
Ms. Jennifer Derby, Chief
Wetlands Section—Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta,Georgia 30303
Ms. Becky Fox
U.S. Environmental Protection Agency
1307 Firefly Road
Whittier,North Carolina 28789
David Moye,District Manager
Washington Field Office
North Carolina Division of Coastal Management
r

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fiV;
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
August 19,2010
Mr. Mike Collins
Rial Corporation
PO Box 2444
Greenville, SC 29602
Dear Sir:
This letter is in response to your application request under the Coastal Area Management Act(CAMA)to
cant'out development activities in Bertie County. Processing of the permit application, which was received by the
Division of Coastal Management's Morehead City office on 4/28/10, is ongoing. However, it has been determined
that additional information will be required prior to the Division taking final action on your application. This item
is summarized below:
1) It is the policy of this Division that,prior to taking final action on a project of this nature,a stormwater
management plan for the proposed development must be approved by the Division of Water Quality. It is
our understanding that this approval has not yet been received for this project. Therefore, it is necessary
that processing of your permit application be placed in abeyance until such time as a stormwater
management plan for the proposed project is issued by the Division of Water Quality, and a copy of the
approval supplied to this office.
You will be given five working days from date of mailing. If you can provide to this office a copy of a
stormwater management permit within the required time,DCM staff will continue processing of the application
and the processing clock will not be suspended. If the required information is not provided to this office within
the specified timeframe,processing of the application will be suspended until such time as the requested
information is provided. If you have any questions concerning these matters,please feel free to contact me by
telephone at(252) 808-2808,or by email me at [e-mail].
S' rel
aniel M. o
Asst.Major Permits Coordinator
CC: Kelly Spivey-DCM-Washington
Quible and Associates,P.C.
PO Drawer 870,Kitty Hawk,NC 27949
400 Commerce Ave.,Morehead City,NC 28557 None Carolina
Phone:[phone] FAX:[phone] Internet:www.necoastalmanagement.net /y� r
An Equal Opportunity 1 Affirmative Action Employer at ially

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
July 26, 2010
Rial Corporation
c/o Mike Collins
PO Box 2444
Greenville SC 29602
Dear Mr. Collins:
This letter is with reference to your application for a Coastal Area Management Act Major
Development to undertake development activities on your property in Bertie County.
Although processing of the application is nearing completion, additional time is needed for this
office to complete the review and make a decision on your request. Therefore, it is necessary
that the standard review time be extended. An additional 75 days is provided by G.S. 113A-
122(c) which would make September 25, 2010, the new deadline for reaching a decision on
your request. However, we expect to take action prior to that time and will do so as soon as
possible. In the interim, if you have any question on the status of your application, do not
hesitate to contact me by phone [phone]) or e-mail ([e-mail]).
Very sincerely,
Doug Huggett
Major Permits and Consistency Coordinator
cc: District Office
400 Commerce Ave.,Morehead City;NC 28557-3421 One
Phone:[phone] FAX:[phone] Internet:www nccoastalmanagement.net NorthCarolina
An Equal Opportunely t Affirriative Action Employer I/ will"ally

_ !r
NCB NR RECEIVED
North Carolina Department of Environment and Natural Resources JUL 14 2010
Division of Water Quality i
1Moreh �d City DCM
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 6, 2010
DWQ Project# 05-1871 Ver.2
Bertie County
Rial Corporation
Mr.Mike Collins
Post Office Box 2444
Greenville, SC 29602
Subject Property: Scotch Hall Preserve Marina
Salmon Creek, Albemarle Sound,Chowan River Basin
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Collins:
You have our approval, in accordance with the attached conditions and those listed below to
impact 0.39 acres of open waters by shading and 660 square feet of bottom impact from fill for
the purpose of constructing 4 piers for a 92-slip marina and boat ramp at the subject property,as
described within your application dated April 5,2010 and received by the N.C. Division of Water
Quality(DWQ)on May 4,2010. The application was placed on Hold,June 16,2010, for
additional information. The requested information was received in this Office on July 2, 2010.
Changes were made to the original marina and the number of slips reduced from 107-slips to 92-
slips. After reviewing your application and additional response comments,we have decided that
the impacts are covered by General Water Quality Certification Number(s)3641 (GC3641). In
addition,you should obtain or otherwise comply with any other required federal,state or local
permits before you go ahead with your project including(but not limited to)Erosion and
Sediment Control,Non-discharge regulations. Also,this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project,you must notify us and you may be required to send us a new application. If the
property is sold,the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project(now or in
the future)exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H.0506(h). This approval requires you to follow the
conditions listed in the attached certification and any additional-conditions listed below.
North Carolina Division of Water Quality Internet: www.ncwatergualitv.org
943 Washington Square Mall Phone: [phone] One
Washington,NC 27889 FAX [phone] NorthCarohna
An Equal OppoqunitylAfnnative Action Employer—50%Recycled110%Post Consumer Paper )Vatmally

Page 2 of 4
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification(or Isolated Wetland Permit)are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream feet
404/CAMA Wetlands acres
Waters 0.39 acres shading Plan Sheet 1 of 1
Waters 1 660 (square ft. fill I Plan Sheet Iof 1
2. Erosion& Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed,operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal,or exceed,the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites,borrow sites, and
waste pile(spoil)projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites,the erosion and sediment control measures must be designed,
installed,operated,and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNAs),Trout(Tr), SA,WS-I, WS-II,High Quality(HQW),or Outstanding
Resource(ORW)waters,then the sediment and erosion control requirements
contained within Design Standards in Sensitive Watersheds(15A NCAC 04B .0124)
supersede all other sediment and erosion control requirements.
3. No Waste, Spoil, Solids,or Fill of Any Kind
No waste, spoil,solids,or fill of any kind shall occur in wetlands,waters,or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification and
authorized by this written approval, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control
Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.

Page 3 of 4
4. No Sediment&Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval by DWQ. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable,then design and placement of temporary erosion control measures shall
not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or
banks,adjacent to or upstream and down stream of the above structures. All devices shall be
removed and the natural grade restored within two(2)months of the date that the Division of
Land Resources has released the project.
5. If concrete is used during the construction,then a dry work area should be maintained to
prevent direct contact prevent direct contact between curing concrete and stream water.
Water that inadvertently contacts uncured concrete should not be discharged to surface waters
due to the potential for elevated pH and possible aquatic life/fish kills.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual,or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags,rock berms,cofferdams,and other diversion structures shall be used to minimize
excavation in flowing water.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules,and any subsequent modifications,the applicant is required to return
the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center,Raleigh,NC,27699-
1650.
8. Work Moratorium
The permittee will need to adhere to all appropriate in-water work moratoriums(including the
use of pile driving or vibration techniques)prescribed by the NC Wildlife Resources
Commission,the US Fish and Wildlife Service,and National Marine Fisheries Service.
No in-water work is permitted between February 15`and September 30_of any year,
without prior approval from the NC Division of Water Quality and the NC Wildlife
Resources Commission.
9. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards(including any requirements resulting from
compliance with §303(d)of the Clean Water Act),and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use,or that State or Federal law is
being violated,or that further conditions are necessary to assure compliance,then the
Division may reevaluate and modify this General Water Quality Certification.

Page 4 of 4
Violations of any condition herein set forth may result in revocation of this Certification.and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification(associated with the approved
wetland or stream impacts),you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing,send a written petition,which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center,Raleigh,N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act 15A NCAC 02H. .0500. If you have any questions,please telephone Roberto Scheller
of the Washington Regional Office at 252-948-3940 or Ian McMillan of the 401
Oversight/Express Unit at 919-715-4631.
incerely
For Coleen H."Sullins
Enclosures: Certificate of Completion
GC 3641
cc: Brian Rubino, Quible&Associates,P.C.
Tracey Wheeler, Corps of Engineers Washington Field Office
DWQ 401 Oversight/Express Unit
CAMA,Doug Hugget,Morehead Office
CAMA,Kelly Spivey, WaRO
DLR, W aRO
File copy
Filename: 05-1871 Ver.2

dog=� RECENE®
NCDENR di1N 3 0 2010
North Carolina Department of Environment and Natural Resources
Division of Water Quality Muienead City Ocio
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 16,2010
DWQ Project# 05-1871 Ver.2
Bertie County
CERTIFIED MAIL: RETURN RECEIPT REOUESTED
Cert. # 7010 0290 0001 5628 1480
Rial Corporation
Mr.Mike Collins
Post Office Box 2444
Greenville, SC 29602
Subject Property: Scotch Hall Preserve Marina
Salmon Creek,Albemarle Sound, Chowan River Basin
REQUEST FOR ADDITIONAL INFORMATION
Dear Mr. Collins:
On May 4, 2010,the Division of Water Quality(DWQ)received your CAMA Major Permit
dated April 5,2010 regarding your request to construct a 107 boat-slip marina on Salmon Creek.
The DWQ has determined that your application is incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order
to process your application to impact protected wetland, streams and/or buffers on the
subject property. Therefore, unless we receive the additional information requested
below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and 2B .0233(8) and will place this project on hold as incomplete until
we receive this additional information. Please provide the following information so that
we may continue to review your project.
Additional Information Requested:
1. Avoidance and Minimization
It is necessary to demonstrate avoidance and minimization of impacts to shallow water
habitat and Submerged Aquatic Vegetation(SAV) on the proposed project.
North Carolina Division of Water Quality Internet: www.ncwatergualiiy.org
943 Washington Square Mall Phone: [phone] �TOne
Washington,NC 27889 FAX [phone] NoirthCarofina
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper Awmally

• SAV beds should be shown on plan sheets and shallow water boat slips should not
impact SAV beds.
• The boardwalk that connects Pier#3 with boat ramp appears to be excessive impacts
to SAV habitat and should be moved to high ground.
Please respond in writing to the DWQ within 30 days of receipt of this letter with the
requested information. If we do not hear from you within 30 days, we will assume that
you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to
wetlands, waters or protected buffers. Please be aware that any impacts requested within
your application are not authorized (at this time) by the DWQ. Please call Roberto
Scheller of the Washington Regional Office at 252-948-3940 or Ian McMillan of the
DWQ Central Office at 919-733-1786 if you have any questions regarding or would like
to set up a meeting to discuss this matter.
Sincerely,
For Al Hodge
cc: Brian Rubino, Quible & Associates, P.C.
401Oversight/Express Permitting Unit
USACE Washington Regulatory Field Office
Doug Hogget, CAMA, Morehead City
Kelly Russell, CAMA, Morehead City
File Copy
Filename: 10-0304

DEPARTMENT OF THE ARMY
,� WILMINGTON DISTRICT,CORPS OF ENGINEERS
Washington Regulatory Field Office
Post Office Box 1000
IN REPLY REFER TO Washington,North Carolina 27889-1000
RECEIVED
June 14, 2010
JUN 16 2010,
Regulatory Division
Morehead City DCM
Action ID. SAW-2010-00731
Rial Corporation
Attention: Mr. Mike Collins
Post Office Box 2444
Greenville, South Carolina 29602
Dear Mr. Collins:
On May 3,2010,we received your application for Department of the Army(DA)
authorization to construct a 107-slip open water marina and boat ramp at the 1,000 acre tract of
land formally known as Innsbrook located at the intersection of NCSR 1502 and NCSR 1511
adjacent to the Chowan River and Salmon Creek near Merry Hill in Bertie County,North
Carolina.
During the Public Notice period,this office received a letter from the National Marine
Fisheries Service expressing concerns about the proposed project. A copy of their
correspondence is attached. These comments are concerning anticipated adverse impacts to
designated essential fish habitat.
Our administrative process provides you the opportunity to propose a resolution and/or
rebut any and all objections before a final decision is made. In this regard,I would
appreciate being made aware of your intentions,in writing, on or before July 14,2010.
Thank you for your time and cooperation. Please feel free to contact me at(910)251-4627, if
you have any further questions concerning the processing your application and coordinating with
the review agencies.
Sincerely,
Tracey L. Wheeler
Regulatory Project Manager
Enclosures

Copies Furnished(without enclosures):
Mr. Brian Rubino
Quible and Associates
Post Office Drawer 870
Kitty Hawk,North Carolina 27949
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
United States Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, GA 30303
Mr. Pete Benjamin
United States Fish and Wildlife Service
Post Office Box 33726
Raleigh,North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Division
101 Pivers Island Road
Beaufort,North Carolina 28516
Mrs. Cyndi Karoly
Division of Water Quality
1650 Mail Service Center
Raleigh,North Carolina 27699-1650
Mr. Doug Huggett
Division of Coastal Management
400 Commerce Avenue
Morehead City,North Carolina 28557-3421
Mr. Ted Tyndall
Division of Coastal Management
400 Commerce Avenue
Morehead City,North Carolina 28557-3421
Mr. Roberto Scheller
Division of Water Quality
943 Washington Square Mall
Washington,North Carolina 27889

Ms. Maria Dunn
North Carolina Wildlife Resources Commission
943 Washington Square Mall
Washington,North Carolina 27889

fOT OFe"
bQpOS l ! ��`'►
UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
fires of�`'�
Southeast Regional Office
263 13t'Avenue South
St.Petersburg,Florida 33701-5505
[phone];FAX[phone]
http://sero.nmfs.noaa.gov/
June 11,2010 F/SER4: RS/pw
(Sent via electronic mail)
Colonel Jefferson Ryscavage,District Engineer
US Army Corps of Engineers
P.O.Box 1890
Wilmington,North Carolina 28402-1890
Attention:Tracey Wheeler
Dear Colonel Ryscavage:
NOAA's National Marine Fisheries Service(NMFS)reviewed Action ID No. SAW-2010-00731 dated
May 4,2010. Rial Corporation proposes to construct piers and docks for a new openwater marina in
Salmon Creek near the confluence of the Chowan River and Albemarle Sound near Merry Hill in Bertie
County,North Carolina. According to the application,the marina would be an amenity for the Scotch
Hill Preserve Subdivision located on approximately 1,000 acres of land adjacent to the site of the
proposed marina;the subdivision includes 399 residential lots and a golf course. The Wilmington District
does not make a determination in the public notice as to whether the project would adversely impact
essential fish habitat(EFH)or associated fisheries. As the nation's federal trustee for the conservation
and management of marine,estuarine,and diadromous fishery resources,the following comments and
recommendations are provided pursuant to the authorities of the Fish and Wildlife Coordination Act and
the Magnuson-Stevens Fisheries Conservation and Management Act(Magnuson-Stevens Act).
Project Description
The proposed marina would consist of three main piers extending into Salmon Creek. Pier I would be
342 feet long by 8 feet wide with a T-head platform at the terminal end(118 feet by 8 feet). Pier I would
include 29 boat slips along four sets of finger piers,four 25 feet long by 3 feet wide,three 30 feet long by
3 feet wide,one 18 feet long by 3 feet wide,and five 13 feet long by 3 feet wide. Pier II would be 535
feet long by 8 feet wide and include a T-head platform at the terminal end(94 feet long by 8 feet wide).
Pier II would include 55 boat slips along three sets of finger piers,three 25 feet long by 3 feet wide,
eleven 18 by 3 feet wide,and ten 13 feet long by 3 feet wide finger piers. Pier III would be 240 feet long
and 8 feet wide with a T-head platform(60 feet by 8 feet). Pier III would include 23 boat slips along ten
finger piers 13 feet long by 3 feet wide. A total of 107 slips are proposed. A mobile marine sewage
pumpout facility and fuel pumps would be located at the terminal end of Pier III. The water depth at the
at the ends of Piers I,II,and III are-6.5,-5.5,and-5.0 feet NWL,respectively.
All three main piers would connect to an 8-foot wide access walkway along the shoreline. The walkway
would extend downstream for a distance of 300 feet to a proposed boat ramp. The applicant believes a
width of 8 feet is needed for the for the main pier and walkway in order to provide safe access for boat
owners carrying equipment and supplies. The boat ramp would be 20 feet wide by 33 feet long and
s �
��MEM aF C

include a pier 36 feet long by 6 feet wide adjacent to the ramp. No dredging would be required to
construct the boat ramp,however,a trench would be excavated at the landward end to install the pre-
constructed concrete ramp.
Impacts to Essential Fish Habitat
A survey for submerged aquatic vegetation(SAV)was conducted for the applicant by Quible&
Associates during May 2009. Four species of SAV occur within the footprint of the marina',
Ceratophyllum demersum(coontail),Najas guadalupensis(southern niad),Ruppia maritime(widgeon
grass),and Vallisneria americana(wild celery). Chars spp.,an algae,was also found. Chars spp. is not
a vascular plant,but it provides the same habitat functions as SAV since estuarine species congregate in
these beds. In addition,Myriophyllum spicatum(Eurasian water milfoil)was seen near the site of the
proposed marina,but outside the detailed survey area.
Due to the existing water depth in Salmon Creek,which ranges from-1.75 feet to-6.0 feet NWL,
dredging is not proposed at the site of the proposed marina. However,NUTS is concerned that
construction of the piers and docks in areas shoreward of-4.0 feet NWL would result in shading impacts
to 0.40 acres of SAV habitat. Also,when the marina is full,the boats would result in an additional 0.41
acres of SAV impacted by shading.
SAV is an important component of the ecosystem within Albemarle Sound and connected water bodies
(e.g.,Chowan River and Salmon Creek)because it provides EFH for early life stages of black sea bass,
gag grouper and Spanish mackerel,which are species managed by the South Atlantic Fishery
Management Council(SAFMC). SAV in the project area also provide EFH for juvenile and adult
bluefish and summer flounder,which are managed by Mid-Atlantic Fishery Management Council
(MAFMC). In addition,both the Chowan River and Albemarle Sound provide EFH for all life stages of
red drum and diadromous fishes which are managed by the Atlantic States Marine Fisheries Commission
(ASMFC). Detailed information on the EFH requirements of fishery species managed by SAFMC is
provided in a comprehensive amendment to the fishery management plans,details about the EFH
requirements of species managed by the MAFMC are included in separate amendments to individual
fishery management plans.
The species listed above use nearshore shallow-water habitats to avoid predators and,because SAV is
structurally complex,it is especially valuable as a refuge for young fishes and invertebrates. SAV also
traps suspended sediments,reduces turbidity,and generates dissolved oxygen all of which are important
for water quality maintenance. SAV is an important source of primary production in the estuarine food
web of Salmon Creek and Albemarle Sound. Shallow-water bottoms also provide habitat for benthic
invertebrates that serve as prey for juvenile and adult fishes. Other species of commercial,recreational,
or ecological importance found in the project area that would be indirectly impacted by this project may
include blue crab,Atlantic menhaden,and white perch. Several of these species serve as prey for fish
(e.g.,king mackerel, Spanish mackerel,and cobia)that are managed by the SAFMC or for highly
migratory fish(e.g.,billfishes and sharks)that are managed by NMFS.
Based on our review of the information provided in the public notice and the report provided by Quible&
Associates,NMFS concludes that the proposed work would adversely affect EFH and associated species.
We estimate that this project would adversely impact by shading 0.81 acres of SAV habitat by locally
reducing the amount of this habitat and by contributing to the cumulative loss of this habitat in the Sound.
I While it is customary in North Carolina to refer to these species as SAV,it should be noted that SAFMC refers to these species
as submersed rooted vegetation in EFH designations and supporting materials,specifically section 3.2.1.3 of the Habitat Plan.
We will refer to these species as SAV in this letter.
-2 -

EFH Conservation Recommendations
Section 305(b)(4)(A)of the Magnuson-Stevens Act requires NMFS to provide EFH conservation
recommendations when an activity is expected to adversely impact EFH. Based on this requirement,
NMFS provides the following:
EFH Conservation Recommendations
(1) All boat slips located partially or completely landward of-4.0 feet NWL shall be eliminated from the
project plans,including:
• Pier 1 —Slips 1,2,27,28,and 29
• Pier 2—Slips 30,31,32,82,83,and 84
• Pier 3—Slips 87, 86, 85, 105, 106,and 107
(2) All walkways and finger piers shall be constructed at an elevation of at least+4.0 feet NWL and
constructed with grated decking(preferred)or with a spacing of 0.5 inches between deck boards. The
width to the walkways also shall be reduced to 6 feet.
(3) No in-water work shall occur from February 15 to September 30.
These recommendations reduce the number of slips in shallow water by 17 but would allow construction
of the remaining 90 boat slips where shading impacts would be less significant if the best recommended
design practices are followed. If these design changes are not practicable for reducing impacts to SAV,
compensatory mitigation would be necessary.
Section 305(b)(4)(B)of the Magnuson-Stevens Act and its implementing regulations at 50 CFR
600.920(k),requires your office to provide a written response to our EFH recommendations within 30
days of receipt. If it is not possible to provide a substantive response within 30 days, in accordance with
our"findings'with your Regulatory Functions Branch,an interim response should be provided to NMFS.
A detail response must then be provided prior to final approval of the action.Your detail response must
include a description of measures proposed by your agency to avoid,mitigate,or offset the adverse
impacts of the activity.If your response is inconsistent with our EFH conservation recommendations,
your must provide a substantive discussion justifying the reasons for not following the recommendation.
The detail response should be received by the NMFS at least ten days prior to final approval of the action.
Thank you for the opportunity to provide these comments.Related questions or comments should be
directed to the attention of Mr.Ronald Sechler at our Beaufort Field Office, 101 Pivers Island Road,
Beaufort,North Carolina 28516-9722,or at(252)728-5090.
Sincerely,
/for
Miles M. Croom
Assistant Regional Administrator
Habitat Conservation Division
cc:
COE,[e-mail] USFWS,[e-mail]
NCDCM,[e-mail] EPA,[e-mail]
SAFMC,Roger.Pugliese@safinc,net F/SER4,[e-mail]
F/SER47,[e-mail]
4^ -3 -

NCDENR
North Carolina Department of Environment and Natural Resources �jqy �FCF/LF�
Division of Coastal Management ,,, 2�
Beverly Eaves Perdue James H. Gregson Dee Freemgn Zp�o
Governor Director SecretAf L-,
MEMORANDUM
TO: Doug Huggett,Major Permit Coordinator
FROM: Charlan Owe4 1CP, NE DCM District Planner
SUBJECT: Major Permit Modification Request (CAMA Major Permit No. 176-05) by Rial
Corporation to install a 107-slip marina consisting of three (3) 8 foot wide main
piers totaling 1,389 linear feet, forty-nine (49) finger piers, and 422 tie pilings;
connected by walkway to a 20 foot wide by 33 foot long boat ramp with a 6 foot
wide by 36 foot long launch pier; and installation of amenities to include a 3,600
sq. ft. ship store/market, fueling for vehicles and boats, a 4,000 sq. ft. pool
area, thirty-six (36) parking spaces, four (4) boat trailer parking spaces, and
associated access infrastructure; at Salmon Creek, located at the end of SR
1502 (Avoca Farm Road), within the Scotch Hall Preserve subdivision
(formerly Innsbrook subdivision), in Bertie County.
Date: May 21, 2010
Consistency Determination: The request is consistent with/not in conflict with the Bertie
County 1998 Land Use Plan certified by the CRC on
September 8, 1999.
Overview: The project area is within the Scotch Hall Preserve subdivision, which is located at
the confluence of Salmon Creek with the Chowan River. In November of 2005, Express Major
Permit 176-05 was issued for the subdivision. Permitted upland improvements included 399
single-family lots, a golf course with clubhouse, access roads, and parking areas. Permitted
shoreline improvements included a retaining wall with riprap backfill and bulkhead. To date,
three (3) single-family residences and one (1) duplex have been constructed, two (2) single-
family residences are under construction, the golf course and associated amenities have been
provided, the subdivision roads have been constructed, and the retaining wall and bulkhead
have been installed.
The project area is located in the northwest quadrant of the subdivision. Uplands within the
project area are vegetated and undeveloped. The land elevation is 15 feet above Normal
Water Level (NWL) approximately 30 feet landward of the creek. The water portion of the
project area includes approximately 2,400 linear feet of natural shoreline along Salmon Creek
and a natural cove of Salmon Creek, located just outside of the traditional navigation area.
Water depths range from at NWL to -6.60 feet below NWL at the limits of the project area.
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www.nccoastalmanagement.net One
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer naturally

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 2 of 4
Construction of a 107-slip marina connected by walkway to a 20 foot wide by 33 foot long boat *FCF�
ramp with a 6 foot wide by 36 foot long launch pier and installation of amenities to include a 44), `Fp
3,600 sq. ft. ship store/market, fueling for vehicles and boats, a 4,000 sq. ft. pool area, thirty-, 26-
six (36) parking spaces, four (4) boat trailer parking spaces, and associated access,'.�,, ZO/&*
infrastructure are proposed. The marina will consist of three (3) 8 foot wide main piers (Pier I,
II, and III) each with terminal platforms, finger piers, and tie pilings. Pier I will be 342 feet long
with a 118 foot long by 8 foot wide 7-head" terminal platform. Pier I will have four (4) 25 foot
by 3 foot, three (3) 30 foot by 3 foot, one (1) 18 foot by 3 foot, and five (5) 13 foot by 3 foot
finger piers for the creation of twenty-nine (29) boat slips. Pier II will be 535 feet long with a
94 foot long by 8 foot wide 7-head" terminal platform. Pier II will have three (3) 25 foot by 3
foot, two (2) 30 foot by 3 foot, eleven (11) 18 foot by 3 foot, and ten (10) 13 foot by 3 foot
finger piers for the creation of fifty-five (55) boat slips. Pier III will be 240 feet long with a 60
foot long by 8 foot wide "T-head" terminal platform. Pier III will have ten (10) 13 foot by 33 foot
finger piers for the creation of twenty-three (23) boat slips. Pier III will also contain a mobile
marine pump out and gasoline and diesel fuel pumps on the terminal platform. A total of 422
tie pilings will be installed. The piers will be connected to an 8 foot wide central access
walkway located on high ground that extends downstream, meandering both above and below
NWL for a distance of 300 feet to the boat ramp and launch pier. A trench will be excavated
at the waterward end of the boat ramp to "key" the cement into the creek bottom. The pool
and ship store will be located approximately 50 feet landward of NWL. The parking area will
be located landward of the ship store and pool. Fuel will be stored in an Underground Storage
Tank (UST) located immediately adjacent to the parking area.
The waters of Salmon Creek are classified as C-NSW in this area and are closed to
shellfishing. Salmon Creek is classified as inland fishing waters. An intensive cultural
resources survey of the Innsbrook tract was conducted by Brockington and Associates, Inc. in
March of 2007 as part of the previous Major Permit application. At present, there are no
known archaeological sites within the footprint of the project area, however there are known
archaeological sites in proximity to or on the Scotch Hall Preserve subdivision. Submerged
Aquatic Vegetation (SAV) exists within Salmon Creek at the project area, as indicated in the
previously submitted Environmental Assessment (EA) by Quible and Associates.
Anticipated impacts: resulting from this project are expected to include: the filling of 660 sq. ft.
of Non-Vegetated Wetland Creek Bottom/Public Trust Area of Environmental Concern (AEC);
and the shading of 17,366 sq. ft of Non-Vegetated Wetland Creek Bottom/Public Trust AEC
and 153,766 sq. ft. of High Ground/Coastal Shoreline AEC.
The project will usurp approximately 4.5 acres of Public Trust Area within Salmon Creek. The
footprint of the proposed marina will be located within SAV habitat.
Basis for Determination:
The Bertie County Future Land Use Map identifies the project area as "Limited Transition",
"Rural", and "Conservation"; and Salmon Creek as "Conservation" per narrative on Page 94 that
includes Public Trust Waters and Estuarine Waters in the classification. The following LUP
policies may be applicable to this request:
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www,nccoastalmanagement.net One
NofthCarolina
An Equal Opportunity 1 Affirmative Action Employer ;Vaturallry

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 3 of 4
RFcFltFo
A. RESOURCE PROTECTION 2
2. Areas of Environmental Concern, M�reh�ac.
41
b. Public Trust Areas:
Pages 61 and 62.
"...Bertie County will continue to promote reasonable conservation management
practices of Public Trust Waters. Appropriate uses include those which protect
public rights for navigation and recreation. Projects which would directly block or
impair existing navigation channels, increase shoreline erosion, deposit spoils
below mean high tide, cause adverse water circulation patterns, violate water
quality standards, or cause degradation of shellfish waters shall be discouraged.
Encouraged uses shall be those which do not cause unreasonable detriment to
the physical or biological functions of Public Trust Waters. Such uses as
navigational channels, drainage ditches, bulkheads to prevent erosion, piers,
docks, marinas, and bridges will be encouraged."
4. Other Hazardous and Fragile Areas,
b. Cultural and Historic Resources:
Page 63.
"...It will be a matter of policy to plan for and promote preservation of historic and
cultural resources. ...
8 Marinas Floating Homes Moorings Mooring Fields and Dry Stacks
Page 65.
"The building of marinas and associated development can have a significant
commercial and recreational potential for Bertie County. The County supports
this development when it is built in compliance with CAMA regulations. A
development review process will be implemented when the County
Commissioners feel it is necessary." ...
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone]\FAX:[phone];Internet:www.nccoastaimanagement.net One
NorthCarofina
An Equal Opportunity\Affirmative Action Employer Naturally

North Carolina Department of Environment and Natural Resources MEMORANDUM
Division of Coastal Management Page 4 of 4
B. RESOURCE PRODUCTION AND MANAGEMENT
4. Commercial and Recreational Fishing
Pages 69 and 70.
"The policy to protect the fishing industry will be to encourage land and water
users to utilize the most effective methods available for assuring that water
quality of all surface runoff and effluents are equal to or better than the quality of
the receiving waters. This policy may be implemented by supporting the Bertie
County Soil and Water Conservation District Long-Range Conservation program,
and best fisheries management practices programs. Also, the County may
develop regulations that will control runoff. In addition, support will be given to
Local, State, and Federal agencies that control or regulate upriver runoff." ...
"Additional support for the recreational fishing industry will come from
encouraging the expansion of tourism and vacation development."
C. ECONOMIC AND COMMUNITY DEVELOPMENT
4. Anticipated Residential Development and Services Needed
Pages 72 and 73.
"With the continued trends towards a decreasing population, the County has no
policy on this issue. Residential development is taking place along the rivers in
places like Black Rock. The County policy is to support this type of
recreational/second home activity as long as it is consistent with CAMA
regulations and good environmental practices as determined by the County
Commissioners."
1367 US 17 South,Elizabeth City,NC 27909
Phone:[phone] FAX:[phone];Internet:www,nccoastalmanagement.net One
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer Natimally

t �
MAY 2 z
NCDENR 2010
North Carolina Department of Environment and Natural Resources reheQac#yDcM
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
May 19,2010
Rial Corporation
ATTN: Mr. William C. Stillwagon, President
Post Office Box 2444
Greenville, South Carolina 29602
RE: Cama Major Application
Scotch Hall Preserve Marina
NCSR 1502—Bertie County
Drainage Basin: Chowan
Dear Mr. Stillwagon:
As an agency involved in the Division of Coastal Management's major permit application
review process, we have determined that the plats submitted as part of the CAMA Major
application for the referenced property do not reflect those approved by this office. Therefore, a
revised erosion and sedimentation control plan must be submitted to and approved by this office
prior to initiating any additional development activity at this site.
The revised plan must be submitted at least thirty (15) days prior to project
commencement. The plan must include, but is not limited to, the following:
l. A scaled plat plan of the site, showing the affected areas as well as adjacent
properties, which may be affected. Include contours if available.
2. Indicate critical areas such as wetlands, creeks, streams, drainage ways, marsh,
etc.
3. Include a brief narrative describing the activities to be undertaken and a
construction schedule.
Washington Regional Office
943 Washington Square Mall,Washington, North Carolina 27889 • Phone: [phone] /FAX: [phone]
Internet:http://www.dir.enr.state.nc.us/pages/landqualitysection.htmI
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

RECEIVED
Rial Corporation MAY 21 2010
ATTN: Mr. William C. Stillwagon, President Morehepq City DCM
May 19, 2010
Page 2
4. Indicate on the plat the measures to be utilized to prevent sediment from entering
adjacent properties, such as location of silt fences, silt basins, diversion ditches,
areas to be seeded,etc.
5. Include seeding and mulching specifications for both temporary and permanent
stabilization.
6. Include any other pertinent information directed at controlling offsite
sedimentation, slope degradation, and erosion.
To begin this project without the approval of a revised erosion/sedimentation control plan
will be considered a violation of the Act and may lead to the assessment of a civil penalty of up
to $5000 initially plus $5000 per day for each day the project is deemed in violation.
If you should have any questions, feel free to contact me.
Sincerely,
/ex— /'�J
Richard D. Peed, CPESC
Assistant Regional Engineer
rp
Enclosures
cc: Mr. Doug Huggett, Division of Coastal Management

North Carolina Wildlife Resources Commission E
Gordon S. Myers, Executive Director
MEMORANDUM
TO: Doug Huggett, Major Permits Processing Coordinator
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
FROM: Maria T. Dunn,Northeast Coastal Region Coordinator
Habitat Conservation Program
DATE:May 7, 2010
SUBJECT: CAMA Dredge/Fill Permit Application for Rial Corporation(Scotch Hall
Preserve Marina), Bertie County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission(NCWRC) reviewed
the permit application with regard to impacts on fish and wildlife resources. The project site is
located at the end of SR 1502 (Avoca Farm Road) at the mouth of Salmon Creek near the
Chowan River near Merry Hill, NC. Our comments are provided in accordance with provisions
of the Coastal Area Management Act (G.S. 113A-100 through I I3A-128), as amended, Sections
401 and 404 of the Clean Water Act, as amended, and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661 et seq.).
The applicant proposes to develop a 107 slip marina, boat ramp, parking areas, ship store,
and pool all adjacent and within Salmon Creek. The development would require the modification
of CAMA Express Major Permit No. 176-05 to allow the marina amenities within the Scotch
Hall Preserve Subdivision(formerly Innsbrook). This project received a FONSI from the NC
State Clearinghouse on March 2, 2010. The NCWRC commented on this pproject modification
during the Clearinghouse review and has worked with the applicant regarding some concerns
generated at that time. Salmon Creek at this location is classified C NSW by the Environmental
Management Commission and is designated an anadromous fish spawning area by the NC
Wildlife Resources Commission and NC Division of Marine Fisheries.
The NCWRC has reviewed this CAMA modification request. We believe a modification
should be granted only if an in-water work moratorium of February 15 —September 30 is
included as a permit condition. This moratorium minimizes impacts to anadromous and resident
species within Salmon Creek and their habitats. Activities included under this moratorium are
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh,NC 27699-1721
Telephone: [phone] - Fax: [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director RECEIVED Secretary
MAY 21 2010
MEMORANDUM
A4cli�etzc:City DCM
TO: Mr. Pat McClain
Division of Land Quality
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina, boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
/ This office has no comment on the proposed project.
✓ This office approves of the proposed project only if the recommended changes
are incorporated. See attached. ,
This office objects to the proposed project for reasons described in the attached
,�/ comments.
Signed A Date ' �I otd/
Nam ©�4,✓ m 1 5-7 Ad' 5,^0,,77,: 1 s r s D le4
7 71d� S� � v`/9r�y Gn�hpi.✓� </f 7/�is Si>,�. ��✓D ��fiu i�ig 3 n'e
Atc- o d'Sra T�17i.„/ !�r✓9�ic QiAr/ i r�T 4rv'ens 9f1� p,�Aos�/1 � i.�>A �i
943 Washington Square Mall,Washington,NC 27889 One
NorthCarolina
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer ;Vahma!!y

A7*wnA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director R E D E I V,E D retary
MEMORANDUM
(ELIZABETH
VTO: Charlan Owens
District PlannerSTAL MU AGEMENTDivision of Coastal Management CITY
Eliazbeth City,NC 27909
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010 RECEIVED
SUBJECT: CAMA Application Review MAY 2 6 Z010
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina) 4101eheacl City DCM
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT:Applicant proposes to construct a 107 slip marina, boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate,in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
S' ed�z Date r�'.�l —1 to
943 Washington Square Mall,Washington,NC 27889 One
Phone:[phone] FAX:[phone] Internet:www.nccoastaimanagement.net NorthCarofina
An Equal opportunity 1 Affirmative Action Employer naturally

t.;
NCDENR I MAY o 4 Zo»
North Carolina Department of Environment and Natural Resources 9 _ -
Division of Coastal Management '�I,,;
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
MEMORANDUM t
RECEIVED
TO: Ms. Renee Gledhill-Early
NC Department of Cultural Resources MAY 2 8 2010
Archives&History Building
Moreh-o l f
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010 SIB
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina,boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
li
Signed P11,1 dp Date :5,,`, /.
943 Washington Square Mall,Washington,NC 27889 One
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer Aatura!!rf

� RECEIVED
�� — MAY 7 2010
NCDENR Morehead City DCM
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director r _ _Secretary
MEMORANDUM MAY 4 - 1 1
2010
TO: Ms. Patti Fowler Shellfish - • _
NCDENR
Division of Environmental Health
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina, boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed �V�� V►". _, �y`r Date S/S/Iv
943 Washington Square Mall,Washington,NC 27889 One
NorthCarolina
Phone:[phone] FAX:[phone] Internet:www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer Aatura!!rf

RECEIVED
NCDENR
North Carolina Department of Environment and Natural Resources MAY 6 2010
Division of Coastal Management Morehead CfiN----4
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
r" .
345g>MEMORANDUMa,TO: Ms.June W. Machaux �eoelv2elDirector �C,10State Property Office Do, �'DRUPE RlY
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina,boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed. ``
This office has no comment on the proposed project.ma've o 1-P_ Q So�bt'W�rec�l \0.v�d
.� PrUV:a � �� Co Airrv%eA ` a�*�'2 oktTli ten} 15 R Irt ltl '' e O e`
) his%ffics-as ;* suite plo� d�ro on]y t�ommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signe Date
943 Washington Square Mall,Washington,NC 27889 One
NorthCarolina
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer Naturally

5
���
RECEIVED
NCDENR MAY 12 201
North Carolina Department of Environment and Natural Resources
Division of Coastal Management Moroh®ad city DCH
Beverly Eaves Perdue James H. Gregson Freeman
Governor Director V"awj2Secretary
MEMORANDUM MAY 7 2010
TO: Mr. Ken D. Pace DISTRICT H
NCDOT Roadside OFFICE
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT:Applicant proposes to construct a 107 slip marina,boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R.Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
® comments.
Signed Date 017,010
943 Washington Square Mall,Washington,NC 27889 One
NorthCal olina
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer )Vaturally

A -A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director I I Secretary
RECEIVED
MEMORANDUM MAY 12 2010,
TO: Mrs.Maria Dunn Morehead City DCM
NC Wildlife Resources Commission
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina,boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate,in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed_. �.I 1 Date b ' 2'-)1 y
4 5 6 ,89i
C=) ,a
cv C w
943 Washington Square Mall,Washington,NC 27889 �, � s,w" ne
Phone:[phone] FAX:[phone] Internet:www.nGcoastalmanagement.net r Cod orthCarohna
An Equal Opportunity 1 Affirmative Action Employer

CIA
NCD NR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
MEMORANDUM RECEIVED
TO: Mr. Lee Padrick MAY 13 2010
Division of Community Assistance
M aad City DCM
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina, boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
1- This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed�� Date S/l
943 Washington Square Mall,Washington,NC 27889 One
NorthCarolina
Phone:[phone] FAX:[phone] Internet:www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer Naturally

� I
NCDENR �o�o
►�eV' North Carolina Department of Environment and Natural Re e� 3
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson dMF_HAB� R "CN
Governor Director ecreta
MEMORANDUM D E CMv E
TO: Dr. Louis Daniel RECEIVED MAY it 4 2010
Director MqY 14 201U
Division of Marine Fish Ties
More CD 10MF- HABITAT PROTECTION
FROM: Doug Huggett CM Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 107 slip marina,boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date S
{-
943 Washington Square Mall,Washington,NC 27889 One
Phone:[phone] FAX:[phone] Internet:www.nccoastaimanagement.net NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer ;Vaturall'ff

RECEIVED
�4 MAY 19 2010
"� A
NCDENR Morehec,a CRY DCI
North Carolina Department of Environment and Natural Resources
Division of Environmental Health
Beverly Eaves Perdue Terry L. Pierce Dee Freeman
Governor Director Secretary
May 17, 2010
MEMORANDUM:
To: Mr. Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
From: Joey White
Environmental Specialist
Division of Environmental Health
Subject: CAMA Application Review
Applicant: Rial Corporation(Scotch Hall Preserve Marina)
Project Location: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan River on the
Albemarle Sound near Merry Hill in Bertie County, North Carolina.
Proposed Project: Applicant proposes to construct a 107 slip marina, boat ramp, parking areas, roads, ship
store and pool.
REPLY: X This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are incorporated.
(See Attached)
This office objects to the project for reasons described in the attached comments.
Comments:
• Expansion of existing water mains to serve the proposed project will require engineered plans and
specifications to be submitted to the Public Water Supply Section for review and approval before
construction. Final approval must be issued before placing the water mains into service.
• Contractors should be aware of existing utilities during ingress & egress of project site to avoid damage
with heavy equipment and materials delivery. The Bertie County Water Department should be contacted
for assistance with the location of existing utilities.
Signed Date /I 0
r 0
Public Water Supply Section—Jessica G.Miles,Chief
Washington Regional Office One
943 Washington Square Mall,Washington,North Carolina 27889 NorthCarolina
Phone:[phone] FAX:[phone] Internet:ncddnkingtwater.state.nc.us Naturally Equal Opportunity 1 Affirmative Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
RECEIVED
MAY 7 2010
MEMORANDUM
Morehepa City DCM
TO: Mr. G.T. Pittman
PO Box 530
Windsor,NC 27983
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 April 2010
SUBJECT: CAMA Application Review
APPLICANT: Rial Corporation(Scotch Hall Preserve Marina)
PROJECT LOCATION: At the end of SR 1502 (Avoca Farm Road), at the mouth of the Chowan
River on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
PROPOSED PROJECT:Applicant proposes to construct a 107 slip marina,boat ramp,parking
areas, roads, ship store and pool.
Please indicate below your position or viewpoint on the proposed project and return this form by 21 May
2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate,in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date 5- 5 1
943 Washington Square Mall,Washington,NC 27889 One
Phone:[phone] FAX:[phone] Internet:www.ncwastalmanagement.net NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer Nahmallry

MEMORANDUM
TO: Doug Huggett RECEIVED
THROUGH: David Moye +:
FROM: Kelly Spivey MAY 4 ZO��
DATE: 29 April 2010 Morehead City DC"
SUBJECT: Major Modification—CAMA Major Permit No. 176-05
Scotch Hall Preserve Marina(formerly Innsbrook)
C/O The Rial Corporation
Bertie County
Quible&Associates,P.C.on behalf of The Rial Corporation has submitted a CAMA Major
permit modification request for Scotch Hall Preserve(formerly Innsbrook)located at the intersection
of SR 1502 and SR 1511 at the confluence of Salmon Creek with the Chowan River,near Merry Hill
in Bertie County,North Carolina. The applicants propose to modify existing CAMA Major Permit
No. 176-05 to construct a 107-slip open water marina with amenities within the Scotch Hall Preserve
Subdivision(formerly Innsbrook).
I have reviewed the proposed project with regard to rules found in Subchapter 7H concerning
development in a Public Trust Area. It is staff s recommendation that the proposed project appears
consistent with 15A NCAC 07H .0208 as described below.
The location of the Marina meets the siting requirements found in 15A NCAC 07H
.0208(b)(5)(A)(iii)which states that"an open water site located outside a primary nursery area which
utilizes piers or docks rather than channels or canals to reach deeper water". 15A NCAC 07H
.0208(b)(5)(H)states that Marinas shall be designed to minimize adverse effects on navigation and
public use of public trust areas while allowing the applicant adequate access to deep waters.
Although the applicant has maximized the length of Pier I & 11 to the one quarter width the entire
structure is located in a natural cove within Salmon Creek outside of the traditional navigation area.
Although the applicants have proposed three 8' wide piers, this office feels that they have
justified the need for the width in excess of 6' in the project narrative. It is staffs recommendation
that 8' wide piers are consistent with 15A NCAC 07H.0208(b)(6)(A)which states"Docks and piers
shall not exceed six feet in width. Wider docks and piers shall be permitted only if the greater width
is necessary for safe use,to improve public access; or to support a water dependent use that cannot
otherwise occur".
Updated Deed will be forwarded as soon as it is received from applicant's agent.
Staff recommend the following conditions be included if the project is permitted.
1. Prior to the occupancy of any new slips authorized under this permit, a marine pumpout
sewage disposal facility shall be installed and operable, and maintained for the life of the
marina.

RECEIVED
MAY 4 2010
Major Modification—CAMA Major Permit No. 176-05 Morehepd Cily pCM
Scotch Hall Preserve Marina(formerly Innsbrook)
29 April 2010
Page 2
2. The marina/docking facility shall display a sign showing the location of the nearest/on-site
pumpout facility,including other appropriate waste disposal information,at the entrance and
exit from the main pier(s).
3. No sewage, whether treated or untreated, shall be discharged at any time from any boats
using the marina/docking facility. Any sewage discharge at the marina/docking facility shall
be considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the permitted
structure.
4. This permit authorizes only the docks,piers,and other structures and uses located in or over
the water that are expressly and specifically set forth in the permit application. No other
structure, whether floating or stationary, may become a permanent part of this
marina/docking facility without permit modification. No non-water dependent uses of
structures may be conducted on, in or over public trust waters without permit modification.
5. Pier I shall have a minimum setback distance of 15 feet between any parts of the structure
and the adjacent property owner's riparian access corridor,which is determined by drawing a
line parallel to the channel, then drawing a line perpendicular to the channel line that
intersects with the shore at the point where the upland property line meets the water's edge.
6. No attempt will be made by the permittee to prevent the full and free use by the public of all
navigable waters at or adjacent to the authorized work.
7. The authorized structure and associated activity shall not cause an unacceptable interference
with navigation.
8. The permittee shall maintain the authorized work in good condition and in conformance with
the terms and conditions of this permit. The permittee is not relieved of this requirement if
he/she abandons the permitted activity without having it transferred to a third party.
9. This permit does not authorize the interference with any existing or proposed Federal project,
and the permittee will not be entitled to compensation for damage to the authorized structure
or work,or injury which may be caused from existing or future operations undertaken by the
United States in the public interest.
10. The permittee shall install and maintain at his expense any signal lights or signals prescribed
by the U.S. Coast Guard,through regulation or otherwise,on the authorized facilities. At a
minimum,permanent reflectors should be attached to the structure in order to make it more
visible during hours of darkness or inclement weather.

RECEIVED f
Major Modification—CAMA Major Permit No. 176-05 a MAY 4 2010
Scotch Hall Preserve Marina(formerly Innsbrook)
29 April 2010 MOrehecd City DCM
Page 3
11. This permit authorizes a maximum of 107 boat slips. At no time shall more than 107 vessels
be moored or docked at the facility. The restriction of the number of vessels shall apply to
all marine vessel types,including but not limited to motorboats,sailing vessels and personal
watercraft.
12. Prior to construction of any new boat slips or other docking facilities under this permit,the
permittee shall contact Department of Administration's State Property Office as required
under N.C.G.S. 146-12(e)to determine if any Easements are required.
13. The concrete boat ramp shall be poured on high ground and pushed or placed into the water
once hardened unless a temporary coffer dam is utilized per the applicants' request.
14. An Erosion and Sedimentation Control Plan will be required for this project. This plan must
be filed at least thirty(30)days prior to the beginning of any land disturbing activity. Submit
this plan to the Department of Environment and Natural Resources, Land Quality Section,
943 Washington Square Mall, Washington,NC 27889.
15. Appropriate sedimentation and erosion control devices, measures or structures shall be
implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses
and property(e.g. silt fence, diversion swales or berms, sand fence, etc.).
16. Any development or land disturbing activity that is considered non-water dependent is not
authorized within 30 feet of the normal high water level unless specifically exempted by
Coastal Resource Commission(CRC)regulations in place at the time of such development.

?rt_Fi,Air,
May 15, 2009
Subject: May 8, 2009 SAV Survey at the Proposed Innsbrook Marina Site
On Salmon Creek, Bertie County, North Carolina
To: Rial Corporation and State/Federal Resource Agencies
From: Brian Rubino, P.G., Quible & Associates, P.C.
Purpose:
The purpose of this report is for Quible & Associates, P.C. (Quible) to provide the Rial
Corporation (Rial) with a review of submerged aquatic vegetation (SAV) in proximity to
the proposed marina site (Site) on the Innsbrook Golf and Boating Community property
(Innsbrook) during the current growing season. Innsbrook is an existing residential and
resort destination community with 399 residential lots situated on 900 acres adjacent to
the Albemarle Sound and Salmon Creek in Bertie County, North Carolina. As a required
component of the State Environmental Policy Act (SEPA) Environmental Assessment
(EA) that is being prepared, Quible performed an SAV survey in the preferred marina
location (open water of Salmon Creek) in the riparian corridor waters of Innsbrook.
The May 8, 2009 SAV survey was conducted to examine the substrate of shallow waters
adjacent to the Site for the presence of SAV, and to document the conditions that may
relate to SAV habitat. The SAV survey was not conducted until May in order to enter the
mid-growing season for SAV as required by resource management agencies.
State and Federal Rules:
The State of North Carolina protects areas that are dominated by submerged aquatic
vegetation (SAV), which are called "SAV beds". In particular, dredging that impacts SAV
beds is not permitted. According to the North Carolina Administrative Code (NCAC),
SAV beds are described as "habitats in public trust and estuarine waters vegetated with
one or more species of submergent vegetation. These vegetation beds occur in both
subtidal and intertidal zones, and may occur in isolated patches or in extensive areas. In
either case, the bed is defined by the presence of above-ground leaves or below-ground
rhizomes and propagules" (NCAC 07H .0208(a)(6)). SAV is further referenced in
Chapter 4 of the 2004 North Carolina Coastal Habitat Protection Plan (NCCHPP).
On the Federal level, areas of SAV are considered to be "Essential Fish Habitat". As
defined in the Magnuson-Stevens Fishery Conservation and Management Act
(MSFCMA), EFH is considered "those waters and substrate necessary to fish for
spawning, breeding, feeding, or growth to maturity".
Conditions on May 8, 2009:
Air Temperature: 28.9°C
Water Temerature: 19.4°C
Wind: -5-10 mph NNW
Water Visibility: 42"
1

Methodology:
The method of analyzing the substrate at the subject property for this survey involved
wading and diving the waters adjacent to the property in the Salmon Creek to a depth of
approximately -6.5 feet. Initially, a cursory review of bottom conditions in the vicinity of
the subject property was performed and observations relating to bottom conditions and
water quality data were recorded.
In order to evaluate coverage and distribution of SAV, eight transects (T-1, T-2, T-3, T-4,
T-5, T-6, T-7 and T-8) were developed, extending from the shore out to -6.5 feet of
water. Along each transect, sampling stations were developed at approximately 10
meter intervals. The location of each station was located with a hand-held GPS unit. At
each sampling station, a 1 meter by 1 meter quadrat constructed of 1 inch diameter pvc
(with holes so it would sink) was haphazardly tossed'. Within each quadrat, water
depths, substrate types, and SAV identification was performed. At each station, three
coverage estimates in the immediate vicinity of the sampling station (using replicate sub-
samples) was performed. The mean estimate of the three replicate sub-samples was
used as the reported total cover value to more accurately report the incidence of SAV at
each station.
It was pre-determined that the scope of observations include diving and specifically
looking for any SAV within the limits of each quadrat. Where any live SAV was
encountered, coverage estimates were made based on percent cover standards2. In
addition, species composition was recorded coverage based on each particular species
was recorded.
Findings:
The substrate type encountered varied between a sand-dominated (muddy sand)
surface strata to a organic silt mud. In general, the sand dominated substrate was found
closer to shore, except in the embayment area on the east side of the Site where the soft
mud dominated bottom was present all the way to shore.
Five species of SAV were encountered in the areas evaluated. The species
encountered were Ceratophyllum demersum (Coontail), Chara spp. (attached algae),
Najas guadalupensis (Southern Naid), Ruppia maritima (Widgeon Grass) and Vallisneria
Americana (Wild Celery). There were no non-native invasive species discovered at any
of the sample stations, however, some Myriophyllum spicatum (Eurasian Watermilfoil)
was found at the Site (outside the sample areas) and beds of Eurasian Watermilfoil were
discovered on the opposite (northern) shoreline of Salmon Creek at the confluence of
the Albemarle Sound. It should be noted that attached algae is not a vascular plant, but
for all intents and purposes, this is considered by most to be SAV since it is rooted,
creates beds and serves as a fish habitat.
Each of the SAV sampling stations and associated mean coverages (mean of the three
replicate sub-samples at each station) is depicted on Figure 1 in blue.
' Haphazardly tossed is a term used in the literature to indicate that the quadrat was not
systematically placed in a location that was observed prior to the quadrat lying on the substrate.
2 A resource on hand during the investigation was percent cover standards (photographs) that
were taken from http://seagrasswatch.org/home.html
2

Table 1 summarizes coverage estimates at each sampling station. The first column is
the sampling station as identified on Figure 1. The third column is the mean cover
estimate per station that is also represented on Figure 1. Also represented on Table 1
are cover estimates for each sub-sample and a breakdown of cover for each species
encountered. The species compositions add up to 100 percent for each station to
display the abundance of each species identified.
Conclusion:
Based on our findings on May, 2008, SAV growth was found to persist throughout the
Site. While brackish water SAV growth patterns may vary from year to year due to the
ephemeral nature of the grasses, this area is certainly SAV habitat. Based on other SAV
surveys in the Upper Albemarle Sound area, the occurrence of SAV is normal in shallow
water areas. Since there is no new dredging associated with the proposed open water
marina, a loss of SAV habitat is not anticipated.
3

Major Permit Fee Schedule — RECEIVED
MAY 4 2010
MoreheOd CHY DCM
DCM % DWQ %
:Development Type Fee (14300160143510009316256253) (2430016024351000952341)
FI.Private, non-commercial
development that does not involve
he filling or excavation of any
wetlands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100% ($400) 0% ($0)
III.For development that involves
the filling and/or excavation of up
0 1 acre of wetlands and/or open
ater areas,determine if A,B,C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No, 3490
(See attached)can be applied: $250 100% ($250) 0% ($0)
III(B). Public or commercial
development, if General Water
Quality Certification No.3490
(See attached)can be applied: $400 100% ($400) 0% ($0)
III(C). If General Water Quality
Certification No.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: $400 60% ($240) 40% ($160)
III(D). If General Water Quality ,
Certification No.3490(see 1
attached)cannot be applied: $400 60% ($240) 40% ($160)
IV.Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: 1 $475 60% ($285) 40% ($190)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management Dee Freeman
Beverly Eaves Perdue James H. Gregson Secretary
Governor Director
30 April 2010
Bertie Ledger Advance
PO box 69
Windsor,NC 27983
Attention: Legal Advertising Department
Please include the enclosed Notice of Filing in the Public Notice section of the 5 May
2010 edition of your newspaper. If it will not be possible to include this notice in that edition, or
if you should have any questions about this notice, please call me as soon as possible at 948-
3820.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. Please send the affidavit, an original copy of the
published notice, and an original invoice to:
Melissa Sebastian
NCDENR
COASTAL MANAGEMENT DIVISION
400 COMMERCE AVENUE
MOREHEAD NC 28557
Thank you.
Sincerely,
Sherry Tyson, Secretary
Division of Coastal Management
ATTACHMENT
Cc: File
943 Washington Square Mall,Washington,NC 27889 ODC
NOrtrlCarOl111a
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer Nahma!!ff

NOTICE OF FILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as
required by N.C.G.S. I I3A-I19(b) that an application for a development permit in an Area of
Environmental Concern as designated under the Coastal Area Management Act (CAMA) was
received on 28 April 2010. According to the said application submitted by Mike Collins, Rial
Corporation, applicant proposes to construct a 107 slip marina, boat ramp, parking areas, roads,
ship store and pool at the end of SR 1502 Avoca Farm Road, at the mouth of the Chowan River
on the Albemarle Sound near Merry Hill in Bertie County,North Carolina.
A copy of the entire application maybe examined or copied at the office of David Moye,
Interim District Manager, Washington Regional Office, 943 Washington Square Mall,
Washington, NC, during normal business hours. Public comments received by 24 May 2010 will
be considered. Later comments will be accepted and considered up to the time of permit
decision. Project modifications may occur based on further review and comments. Notice of the
permit decision in this matter will be provided upon written request.
R. Kelly Spivey, Field Representative
Coastal Management Representative
NC Division of Coastal Management
943 Washington Square Mall
Washington,North Carolina 27889
[phone]
Please publish on: 5 May 2010
943 Washington Square Mall,Washington,NC 27889 One
NorthCarolina
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer atura!!rf

RE
NCDENR iaY Eo _�
z.
North Carolina Department of Environment and Natural Resources 4 2010
Division of Coastal Management M°reheac
Beverly Eaves Perdue James H. Gregson Dee F eN
Governor Director Secretary
30 April 2010
Quible &Associates, P.C.
Mr. Brian D. Rubino
PO Drawer 870
Kitty Hawk,NC 27949
Dear Mr. Rubino:
The NC Division of Coastal Management hereby acknowledges receipt of your
application for State approval for development of your property located at the end of SR 1502
(Avoca Farm Road), at the mouth of the Chowan River on the Albemarle Sound near Merry Hill in
Bertie County, North Carolina. It was received on 28 April 2010, and appears to be adequate for
processing at this time. The projected deadline for making a decision is 12 July 2010. An
additional 75-day review period is provided by law when such time is necessary to complete the
review. If you have not been notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances, this letter will serve as
your notice of an extended review. However, an additional letter will be provided on or about the
75th day.
If this agency does not render a permit decision within 70 days from the 28 April 2010,
you may request a meeting with the Director of the Division of Coastal Management and permit
staff to discuss the status of your project. Such a meeting will be held within five working days
from the receipt of your written request and shall include the property owner, developer, and
project designer/consultant.
NCGS I I3A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must
be posted at the property of your proposed development. You should post this notice at a
conspicuous point along your property where it can be observed from a public road. Some
examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property, or at a point along the road right-of-way where a private road would
lead one into your property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be
contacted by the appropriate State or Federal agency. Please contact me if you have any
943 Washington Square Mall,Washington,NC 27889 One
Phone:[phone] FAX:[phone] Internet:www.nccoastaimanagement.net NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer ;Vaturallry

Mr. Brian D. Rubino
30 April 2010
Page 2
questions and notify me in writing if you wish to receive a copy of my field report and/or
comments from reviewing agencies.
Sincerely,
R.Kelly Spivey
Coastal Management Representative
Division of Coastal Management
Washington Regional Office
Enclosure
Cc: Doug Huggett
David Moye, Interim District Manager
Mike Collins, Ria1 Corporation, Scotch Hall Preserve Marina

r io ( 000 ,
li
AMA PERMIT
APPLIED F OR
PROJECT: 4p\,kcw-v� C k 0 1 -
Y.: f G Yv-\ t k
6 vcA ncre
Stray 0 0 d- on
COMMENTS ACCEPTED THROUGH mcs�, 'a.o \ u
��c•.� wYp��°` �'oh FOR MORE DETAILS CONTACT
APPLICANT:
THE LOCAL PERMIT OFFICER BELOW:
►-, 7 . 2 U b', o v �C C a c�s� !`(�a n g u e rr1
r
l�. car 'Kny G43 uJ�S1r, S ma�1
-33oo Xa�+ o

Quible 59
Quible &Associates, P.C. P.O.Drawer 870
Kitty Hawk,NC 27949
ENGINEERING•ENVIRONMENTAL SCIENCES•PLANNING•SURVEYING Phone:[phone]
SINCE 1959
Fax:[phone]
RECEIVEp PRINCIPALS
Sean C.Boyle,P.E.
MAY Joseph S.Lassiter,C.E.P.
Eduardo J.Valdivieso,P.E.
if
CERTIFIED MAIL: RETURN RECEIPT REQUESTED 4 ZD�Q Edu ASSOCIATES
Mce C1ry.pCM Joseph J.Anlaut,P.E.
March 29, 2010
head i Katherine C.Marchello,P.L.S.
l
Avoca Farms, Inc.
841 Merry Hill Rd.
Merry Hill, NC 27957
RE: CAMA Major Permitting for Scotch Hall Preserve Marina
Rial Corporation
Merry Hill, Bertie County, NC
Sir/Madam:
As adjacent riparian property owner to the Scotch Hall Preserve Project, it is required by NCDENR,
Division of Coastal Management (NCDCM) that you be notified of the proposed work that requires CAMA
Major Permitting. As depicted on the accompanying site plan, the proposed project includes a (107) slip
open water marina in Salmon Creek. Also proposed as amenities to the marina complex is a ship
store/market, fueling for vehicles and boats, a pool area and thirty six (36) associated parking spaces and
required access infrastructure. In addition, a boat ramp is proposed with an access pier, and a pile-
supported walkway system connecting the boat ramp to the marina. All proposed work is depicted on the
CAMA Major Site Plan.
Should you have comments to this proposal, please send your written comments to Mr. David Moye,
NCDCM, 946 Washington Square Mall, Washington, NC 27889. Written comments must be received
within 30 days of receipt of this notice.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
Q Associ tes
Jose Lassiter, President, CEP
Cc: Kelly Spivey
Mike Collins

N �
ZQ
"iENDER: COMPLETE THIS SECTION CO,',I,'PLETE THIS SECTION ON DELIVE
■ Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. kAgent
X
■ print your name and address on the reverse 0 Addressee
so that we can return the card to you. B. R..N ( ed�") C. Date of Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits. Z 10
D. Is davWy address different from item 17 0 Yes
1. Article Addressed to: If YES,enter delivery address below: 0 No
A�oC, T--
3. Servic Type
t �1 Mail ❑Express Mall
❑Registered 0 Return Receipt for Merchandise
0 Insured Mail 0 C.O.D.
_ 1 4. Restricted Delivery?(Extra Fee) ❑Yes
2. ARicle Number
(Transfw from sw 7007 2680 0002 5929 7158
PS Form 3811,February 2004 Domestic Return Receipt $ao

Quible YEARS
2
Quible &Associates, P.C. P.O.Drawer870
RECEIVED Kitty Hawk,NC 27949
ENGINEERING•ENVIRONMENTAL SCIENCES•PLANNING•SURVEYING Phone:[phone]
Fax:[phone]
SINCE 1959 MAY 4 2010 PRINCIPALS
Sean C.Boyle,P.E.
Moreh@p {,` Joseph S,Lassiter,C.E.P.
d Ci'I�dlWt J.Voldivieso,P.E.
ASSOCIATES
Joseph J.Anlouf,P.E.
CERTIFIED MAIL: RETURN RECEIPT REQUESTED Katherine C.Marchello,P.L.S.
March 20, 2010
Robbie Saunders
1445 Garretts Island Rd.
Plymouth, NC 27962
RE: CAMA Major Permitting for Scotch Hall Preserve Marina
Rial Corporation
Merry Hill, Bertie County, NC
Mr. Saunders:
As adjacent riparian property owner to the Scotch Hall Preserve Project, it is required by NCDENR,
Division of Coastal Management (NCDCM) that you be notified of the proposed work that requires CAMA
Major Permitting. As depicted on the accompanying site plan, the proposed project includes a (107) slip
open water marina in Salmon Creek. Also proposed as amenities to the marina complex is a ship
store/market, fueling for vehicles and boats, a pool area and thirty six (36) associated parking spaces
and required access infrastructure. In addition, a boat ramp is proposed with an access pier, and a pile-
supported walkway system connecting the boat ramp to the marina. All proposed work is depicted on the
CAMA Major Site Plan.
Should you have comments to this proposal, please send your written comments to Mr. David Moye,
NCDCM, 946 Washington Square Mall, Washington, NC 27889. Written comments must be received
within 30 days of receipt of this notice.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
to nd Associates, P.C.
Jose assiter, CEP, President
Cc: Kelly Spivey
Mike Collins

COMPLETE
■ Complete items 1,2,and 3.Also complete Signature
o #Pm 4 if Restricted Delivery is desired. ❑Agent
G c ■ Wint your name and address on the reverse ❑Addressee
N that we can return the card to you. ceived byj,, ht ame) C. Date of Delivery
W + ■Ottach this card to the back of the mailpiece
W gr on the front if space permits.
1. icle Addressed to: Is address different from item 1? ❑Yes
Q If YE ter delivery address below: ❑No
Q6��,� ���vd�� _
rye
3. Service Type
,Z�h-j L'a A�Certified Mail ❑Express Mail
❑ Registered ❑Return Receipt for Merch�
❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 7007 0710 0002 9441 9955
(Transfer from service label)
PS Form 381 1, February 2004 Domestic Return Receipt 102595-02-M-1540

•ertxjtg Conaty-zRAaister of Deeds
3W?46da B. Whi�i , �bpistrar of Deeds
I2t4 1214�r�, Book a4V 4D *r�531
M Pqs: 11 04"'?Zoos 11:41:54ss
t-
a Ii4sN
NO CONSIDERATION
SPE9AL WARRANTY DEED
-111;1
Excise Tax: none required 2r �
Prepared by/Return to: Paul A.Arelk Holt YJ Danis&H:gb5-," Box 2060,Raleigh,NC 27602
.iz"
THIS DEED is made this day of 2005,by and between Lmsbrook Golf&
Marina,LLC,a North Carolina limited liabilityeompany,Mda PTAC 79,LLC(the"Grantor")and Rial
Corporation,a North Carolina corporation(the"Grantee") a►i t'tl A- a 4kr a fi e r
p.o. �a,r„ra,► A�g� � ct�w�etH;ralay,g, l �,'tgt5• J�g7
Y:WITNESSETH:
That Grantor, for a valuable4}isi paid by)1'ibJ p, the receipt of which is hereby
acknowledged,has and by these presen�gr�rrt,bargain and convey unto the Grantee in fee
simple,all that certain lot or parcel of land situated to Merry Hill Township,Bertie County,North Carolina,
and more particularly described on Exhibit A attached hereto and incorporated herein(the"Property").
Together with all right,title and interest of Grantor in and to any current or former streams,alleys,roads,
streets,ways,strips,gores or railroadpots-of-wayabutting or adjoining the Property,and together with
all the improvements thereon and<3r11 privileges tints and appurtenances thereto belonging.
ml�:„
TO HAVE AND TO HOLD the Property an g4privileges appurtenances thereto belonging to
Grantee in fee simple.
Grantor reserves from this conveyance unto itself and all future owners of Tracts 1-4,as described on
Exhibit A attached hereto(the"Retained Parcels"),for the benefit ofthe Retained Parcels,a permanent,
perpetual,non-exclusive easement o the Property for the purpose and right of vehicular and pedestrian
ingress,egress and regress for aces to and frog►} etained Parcels,on the terms and conditions
m hereinbeiow set forth. Such e ent 9%]be re�K#Tr, after as the"Access Easement.,
l
«" kI, <44g
�G

Inst/12182+� p Hook 949 pa"S 5=
(a) Grantee may use the Property for any purpose and to any extent not inconsistent with the
Tights reserved by Grantor hereunder.Grantor shall not use the Access Easement in a manner that
unreasonably interferes with the owners or legal occupants ofthe Property,provided that Grantor
shall at all times have reasonab a access to the Retained Parcels.
,r
(b) Upon the recordation of a Declaratibj,' <ot icons,Reservations and Restrictions(the
"Declaration")encumbering the P y and in w'hfr Wyss easement rights are granted to
Grantor,Grantor's use ofthe Access ent shall be subject to such limitations,if any,as are
set forth in the Declaration. However if the Declaration terminates for any reason,or if it is
amended in a manner that unreasonably restricts access to the Retained Parcels,then this
paragraph(b)shall thereafter be null and void.
(c) 'The Access Easement,l6l be an easement and covenant running with the land,and shall
be binding upon and inure to the beKefit oftRikWinof fee simple title to the Property and the
tive heSvcctssors and" t and all those claimingby,through
Retained Parcels,theirpe+�c
or under each such owner,including tho sttScessors in title withrespect to the Property and the
Retained Parcels.The Access Easement is intended to be a property interest or right only in the
owners of fee simple title to the Retained Parcels and their respective heirs,successors and assigns.
However,the Access Easement also shall inure to the benefit of the tenants,partners,officers,
directors,employees,agents,Vntractors,invitees,permittees and licensees of such owners.
(d) Nothing contain4ein is intendfk"Wor�shall be construed or deemed to constitute,
a dedication, express o0implied,*tM;'any real pro for any public use or purpose
whatsoever.
And Grantor covenants with Grantee,that Grantor has done nothing to impair such title as Grantor
received,and Grantorwill warrant and defend the title against the lawful claims ofall persons claimingby,
under or through Grantor.
Grantor acquired the Property b uitrament rei�izt rk 827,page 504.
The designation Grantor and Grantee as used heAg shall include said parties,their heirs,successors and
assigns,and shall include singular,plural,masculine,feminine or neuter,as required by the context.
2
,��� �ril;.x r•r

Tnst/1�181 840 Pays: 533
IN WTINMS WHEREOF,the Grantor has caused this instrument to be signed in its company name by
its duly authorized member,the day and year first above written.
Innsbrook Golf&Marina,LLC,a North Carolina limited
tiffs' liability company
By: Rial ration,allorth Carolina corporation,
tzr� sole Member/Manager
By.
William C.Still sident
STATE OF U r+l
COUNTY OF
I,the undersigned,allotaryPublic for said Countyand State,do hereby ce tifythat William C.Stillwagon,
President ofRial Corporation,member/manager of Innsbrook Golf&Marina,LLC,a limited liability
company,personal ly appeared before me this day and acknowledged the due execution of the foregoing
instmmentonbebalfofRialCorporatioti3)n its capacity asmemberlmanageroflimsbrookGolf&Marina,
LLC. Witness my hand and official stamp or seal,thisday of 12005.
U
otary Public ;" o
My commission expires:
z �O
COMMONWEALTH OF PENNSYLVANIA •, ���� '
NotwW Saw
Dods C.KMW Ptbic
&Y Of
f3Y s r ' r
Member,Perm Assod*)on Of NoUrles
state of North Carolina, aertie County
The Foregoing Certifi,,ate(s) of
DORIS C. [IZBLpt /NP
is (are) Certified to be Correct.
This Inst-0ent was filed for ltpistration on this
6th Day of Jun 2003 in to Hook and Page shoen
o tr lct ! ,
>Assister ;C•�,grgd.� .
CC44�a i

Inert#12181 B..* 940 Vaet 524
4;
Eibi
bit
Property Description
Lying and being in Merry Hill Township,Bertie County,North Carolina.Bounded on the
west by SR. 1511,on the nor� t by Protestant Episcopal Church of Holy Innocents
(DB 615 PG 263), on the Arth by Sabor ,Creek, on the east by Batchelor Bay
(Albemarle Sound),and on,ttI othec;¢Zdcs by RIRn'ikAhaiial Company(DB 801 PG 900)
and being more particularly described`ii *]lows to/wit:
BEGINNING at an existing PK nail(said nail being located at the centerline intersection
of SR. 1502 and SR. 1511)and running thence as the centerline of SR. 1502 N 86138'18"
E 344.78 feet to a point;thence N 86°52'07"E 37.52 feet to the point of curvature of a
curve to the left having a radiu4 of 2577.84 feet, a length of 182.14 feet and a chord
bearing and distance of N 82°50'76"E 182.10 feet to a point;thence N 75°19'08"E 1.14
feet to an existing PK nail located at the t %�r,,,�SR. 1502; thence as a new line N
11059'18"W 5.71 feet taYpoint;�hM!N 84° �`49i''113.45 feet to an existing iron
rod,the southeast comer of the Protestaff4piscopal Church of Holy Innocents(DB 615
PG 263);thence as the eastern line of said Protestant Episcopal Church of Holy Innocents
N 00°30'56"W 164.98 feet to an existing iron rod,the northeast corner of the Protestant
Episcopal Church of Holy Innocents;thence as a new line N 10`32'04"W 1424.83 feet
to a new iron rod; thence N 07°01'11" W 255.64 feet to a new iron rod; thence N
49°33'29"E 166.22 feet to a r40 iron rod;thence N 62°57'04"E 124.79 feet to a new
iron;thence N 49°45'54"E�� 2.52 feet toL,%wiron rod located on the edge of Salmon
Creek; thence as said creaklythe foil ing cou>R4* stances; N 64°17'45" E 63.83
feet,S 77005'34"E 106:4U feet,N 88 I'TtO"E 66.91 fee,5 79°13'17"E 106.68 feet,N
82006147" E 99.42 feet, N 74025'161' E 135.19 feet, N 40°36'37" E 49.77 feet, N
50050'28" E 45.55 feet, N 34054'38" E 36.19 feet, N 20011'55" E 50.57 feet, N
25044102" E 61.06 feet, N 16026156" E 61.03 feet, N 01°41'00" E 68.03 feet, N
00040'31" E 41.13 feet, N 18154'58" W 50.59 feet, N 04042'07" W 33.10 feet, N
68°38'27" W 34.40 feet, N 04e52'20" W 32.04 feet, N 86028'4T' W 66.22 feet, S
71010'45" W 62.43 feet, S ( °52'54" �j� 1.63 feet, S 06°38'41" E 35.20 feet, S
28°20'15"E 21.94 feet,S 8� 05'29" 21.7 kij�� ?W� 34"E 19.24 feet,S 47°54'20"
W 27.93 feet, N 49°24<ty2' W 47.9 t, N 09°13'S k 54.63 feet, N 06°50'53" E
47.46 feet,N 08°56'56"E 57.20 feet,N t'33°16'11"W 43.14 feet,N 09001'27"E 60.22
feet,N 06°32'06"E 65.53 feet,N 25047'11"E 81.62 feet,S 80°26'48"E 258.06 feet,S
82°45'22" E 129.71 feet, S 85015'06" E 78.85 feet, N 89150143" E 85.57 feet, N
82052'19" E 284.32 feet, N 64047'18" E 89.20 feet, N 57*08151" E 109.86 feet, N
19043'49" E 93.79 feet, N 0 W2'12" E 87.66 feet, N 26040'23" E 59.02 feet, N
12°24'52" W 45.35 feet, N� 127'16" P�i101.36 feet, N 04°14'38" E 45.38 feet, N
25°51'15" W 40.32 feet, O 02°0�5'49" ►�►ut "t, N 12°14'34" E 49.34 feet, N
47°45'59" E 62.80 feet. 01-21�S8 E 83.62 Zii�19-24'19" E 51.72 feet, N
37°56'24" E 52.94 feet, N 12°45'19'"1-Z 80.70 feet, N 55026'46" E 38.35 feet, N
20028'22" E 88.40 feet, N 02022'38" W 52.70 feet, N 14049'25" E 77.66 feet, N
14°18'06"E 60.40 feet,N 07°07'03"W 55.21 feet,N 12105'02"E 37.17 to a new iron
Q,ss. rn;�x
40y��

lnst#12191 t"Pt
J�
rod on the edge of Batchelor Bay(Albemarle Sound);thence as said edge,the following
courses and distances: N 79°54'29" E 232.26 feet, S 79016'37" E 212.01 feet, N
68°22'03"E 95.71 feet,S 70019'07"E 78.82 feet,S 89°07'41"E 92.53 feet,S 54043131"
E 166.86 feet, S 67024'51" E 74.14 feet, S 72°07'25" E 187.52 feet, S 71014'15" E
185.65 feet, S 72°39'02" E 29$.78 feet, S 79°35'45" E 237.62 feet, S 76°07'14" E
207.79 feet, S 79005'02" E J81.03 feet, &R,kr,} ar4t47" E 154.55 feet, S 55-17-16" E
112.36 feet, S 64048'48" �245.2141eet, S 67i 'b 79.41 feet, S 72°30'40" E
389.69 feet, S 73008'28"E 119.64 feet,'+-§;'21'35"E42.1 13 feet,N 57001'29"E 46.98
feet,S 37010'31"E 103.74 feet,S 58000'30"E 174.09 feet,S 22041'10"E 174.43 feet,S
26*28'18" E 457.06 feet, S 22037101" E 264.56 feet, S 16°20'14" E 653.32 feet, S
36°00'26" E 151.11 feet, S 26°51'44" E 136.95 feet, S 14039'16" E 138.43 feet, S
11030'20" E 419.59 feet, S 12046'03" E 572.03 feet, S 09049'56" E 493.08 feet, S
05050'37" E 488.02 feet, S 021433'49" E 415.93 feet, S 08058'54" E 236.63 feet, S
05025'38" E 128.21 feet, S 0°22'57" 8 J7 .70 feet, S 60052'59" E 40.77 feet, S
07°10'52" E 178.54 feet,. 3°31' ," W 1�>� rf ��9°55'33" W 107.29 feet, S
09009'48"W 97.70 feet,1t08-24'32"1�.45 feet to a n iron rod near the mouth of
the Black Walnut Creek and running then leaving said Batchelor Bay as a new line S
85020'44"W 2631.94 feet to a new iron rod;thence N 87°05'02"W 1167.68 feet to a
new iron rod;thence S 66°43'29"W 2469.01 feet to a new iron rod;thence N 73°34'59"
W 771.45 feet to a new PK nail in the center of SR. 1511;thence as the center of said SR.
1511 the following courses and distances: N 00°32'IT' E 90.60 feet, N 05/431561, W
96.33 feet, N 10°56'20" W'`Y-52 feet, hir12°13'45" W 98.43 feet, N 12°59'34" W
663.86 feet, N 12000'09" 97.3Q,feet, 1�1 s {M" W 96.73 feet, N 08035'44" W
1821.37 feet to the BE�!1VNING, cS mng 894. � aie more or less, as shown on
survey entitled "Boundary Survey for• •'al Corporation" by Hobbs, Upchurch &
Associates, P.A. dated May 2004 and revised June 30, 2004, and being a portion of
"Tract No. 111" described in Deed recorded in Deed Book 801 Page 900,Bertie County
Registry.
LESS AND EXCEPT the folWwing TraetV4 which are not conveyed by this deed:
TRACT I:
BEGINNING at a point in the southeast edge of Salmon Creek,said point being located
N 34041'05" E 3529.45' from a%existing PK nail in the centerline intersection of S.R.
1502 and S.R. 1511 and runs!1�tnce as the edge of Salmon Creek,the following courses
and distances: N 82°52'19" 64.45',N fly ' " E 89.20', N 57008'51" E 109.86',N
19043'49" E 93.79',N 00J"Od'12"E 8,66',N 2 40 3'��, , 9.02',N 12°24'52"W 45.35',
N 20°27'I6" E 101.36',�1 04°14'38"Nint
38', N 25°51`IS" W 40.32', N 02°05'49" E
77.74',N 12614-34"E 22.37'to a poine edge of said Salmon Creek;thence leaving
Salmon Creek S 90°00'00"E 307.93' to a point; thence continuing as the boundaries of
Tract 1 S 55°50'47"E 280.494,N 84°11'36"E 50.00',N 62°56'07"E 50.00%N 34°04'25"
yCam
eJ�

Instti12ie1 Sooty 140, Paget tiff
. E 50.15',N 18°2842"E 50.00',N 06°29'07"E 73.18',N 15°00'34"E 78.50',N 41°32'21"
E 92.88',S 64°32'39"E 573.01',S 75047'56"E 652.01',S 61°20'37"E 229.97'to a point
located N 61°35'59" W 58.40' from a comer of Tract 2; thence continuing as the
boundaries of Tract 1,a curve nutong counterclockwise to the southwest,having a radius
of 925.00',an arc length of 271AT and a chord bearing and distance of S 45°28'20"W
270.50', S 37°03'53" W 12g.71', N 74°f3,'$2,;I?r'W 580.12', S 01003'34" E 18.74', S
39019'33"E 14.301,S 27°02'28"Wes, 81,S 51° 0`i }�41 8.19',S 66°0272"W 90.28',
S 37056'52"E 52.701,S 64,152158"E 17 9.f, S 60°25'23"E 60.87',S 73041127"E 23,061,
S 48°06'01"W 25.48',S 40°59'25"E 3.13',N 79056VI"W 215.95',S 64055'58"W 9.92',
S 24057'52" E 152.10', S 37008'39" E 60.40', S 55°50'52" E 89.70', S 63-15-32" E
177.31',S 52°01'30"W 34.90,S 07-50-39"W 28.56',S 19°42'42"E 20.34',S 39°57'09"
E 45.13', S 14-05-44" E 33.01', S 15°01'27" W 12.84', S 53-11'47" W 25.42% S
49004'22"W 103.24',S 01°36'49'?W 16.42',S 25°33'52"W 74.52',S 16°29'08"E 52.66',
S 73°30'52"W 49.87'to a cu&e running cLdg.) r,+,i4ce to the west having a radius of 25.00',
an arc length of 37.58' and a chordbbearing and d�$1�eo of S 63°25'12" E 34.14' to a
point; thence N 20°21'1�' W 194.66' --,*�}curve running counterclockwise to the north
having a radius of 925.00',an are length A24.10'and a chord bearing and distance of N
27017'41" W 223.56' to a point; thence continuing N 34°14'08" W 256.84' to a curve
running ring clockwise to the north having a radius of 25.00', an are length of 21.03', and a
chord bearing and distance of N 10°08'26" W 20.41' to another curve running
counterclockwise to the north,having a radius of 50.00', an arc length of 33.27' and a
chord bearing and distance oNy 05°06'37;W 32.66', thence N 24°10'28" W 63.73', N
71°]0'42" W 141.16', N 838'S9" W 13 `r $°�f$'44" W 135.67', S 43°00'36" W
22.38',S 05°14'32"E 18.44',S 38°2 'Sa E 357.61', '55"E 54.75', S 04°30'50"E
27.52', S 38.1079" E 474.98', S 73°31N2" W 99.1I', N 69°31'57" W 344.77', N
63036'58" W 974.84', N 57956'09" W 136.60',N 46°55'51" W 61.01',N 06°34'00" W
198.4l'to the point and place of BEGINNING,containing 44.24 acres.
TR4CT2:
BEGINNING at a point J46ted S ° 3'27"E 1'3 �,.fr,0m an existing PK nail at the
centerline intersection of SR. 151Y, 1511, and running thence as the following
courses and distances: S 61°18'11" E 118.10', N 44°42'36" E 47.86', N 80°53'49" E
137.41', N 79°54'59" E 154.46', N 71°05'44" E 148.59', N 65°4243" E 160.73', N
58002'04" E 222.41', N 48°33'50" E 231.50', N 07°47'29" W 218.81', N 02°54'16" W
499.30', N 24°15'29" E 209.08', N 17°57'50" E 216.84', N 03-09-17" E 255.32', N
07017'05" W 124.24',N 0W0411 " E 220.34,N 20031'39"W 62.22'to a curve running
counterclockwise to the nohavinglrius of 480.00',an arc length of 189.08'and
a chord bearing and distagk of N. 7°27'�3" a point; thence continuing S
60°50'27" E 133.17', Sf3°59'38" ,3.02', S 69°4$r ' E 340.02', S 74°50'28" E
135.15', N 7002448" E 465.76', N 34°�, '15" W 50.00', N 15°44'14" W 50.00', N
06°45'01" W 50.00', N 10°15'27" W 50.00', N 19°28'59" W 50.00', N 31°53'34" W
50.00',N 4204649"W 50.00',N 56°20'05"W 50.00',N 66°38'10"W 50.00',N 79°57'50"
kP
C!•,r
`�0 I
�1
(1•
V + ' J

I'NN123,#� M�! tIM ti I U7
4
W 50.00', S 82°14'40" W 50.00', S 86°20'45" W 50.00', N 87-52-35" W 100.00', N
80°46'43-W 50.00',N 67-13-57"W 50.00',N 21°04'53"W 50.00',N 07-45,07"W 88.80'
to a curve running counterclockwise to the east having a radius of 480.00',an arc length
of 88.45' and chord bearing and distance of N 77052'52" E 88.32' to a point; thence
continuing N 73°30'52" E 871.33', S 23°45'36" E 168.39', S 36°4919" E 193.24', S
49°06'23" E 192.35', S 64°33'58" E 156.6$;. -Vr�°09'12" E 156.94', S 74017'14" E
102.60', N 84-18-51" E�02.52', � °06'08" it) .�� N 48°02'33" E 87.90', N
31021'09"E 98.09',N 20a37'36"E 182�1S;r�l 17°2722"E 473.36',N 12°47'46"E 50.00',
N 02-35'26" W 50.00',N 17-52-56" W 63.22', N 30°1218" W 50.00', N 44°43'56" W
188.71',N 54-51-45" W 644.64'to a curve running clockwise to the northeast having a
radius of 875.00', an arc length of 217.91' and a chord bearing and distance of N
47040'07"E 217.35'to a point;thence continuing N 62°24'23"E 13.96'to a point located
S 61035'59"E 58.40'from the TO'At eastern comer of the above described Tract 1;thence
S 57048'08" E 229.3T, S 6 23'07" E 6347t,4! �88°48'23" E 465.23', N 69°34'25" E
58.46',N 23°16'11"E 37.0$;N 23°111"E 197 �27'03"E 153.07',N 21055'54"
E 129.06' to a point at tic edge of the3�0SAi)emarle Sounl aience along the edge of said
sound,S 58°00'30"E 174.09',S 22°41'10 174.43',S 26°28'18"E 457.06',S 22°37'01'
E 186.61' to a point at the edge of said sound; thence leaving the sound, the following
courses and distances: S 67122'59" W 139.41', S 07°55'19" W 305.41', S 20°54'18" W
320.70', S 12°56'40" W 201.51', S 07°25'25" E 118.961, S 41-59-12" E 140.39', S
01058'19" E 121.41', S 40°OT54Y W 106.51', S 62°10'36" W 74.48', S 60°5610" W
120.OT, S 52°26'43" W 164.i`1, S 43.0qg-, I" W 151.48', S 30°04'28" W 161.03', S
08001'31" W 195.77, S 47'11 E 185.E 'f �° 130" E 134.82', S 25°54'33" E
118.08', S 12°1175" F� 23.74', S"fg02'29" E 1 '3 `� S 6b°43'00" E 106.13', S
28°50'21" E 58.07', S 63°34'12" E 21.9�N 62°22'09" E 196.01' to a curve running
clockwise to the south having a radius of 850.00', an arc length of 144.43' and a chord
bearing and distance of S 07009'36"E 144.25'to a point;thence S 02°17'33"E 137.25'to
a curve running clockwise to the southeast having a radius of 100.00', an arc length of
162.47',and a chord bearing andptance of S 44°15'08"W 145.18'to a point;thence N
89012'11"W 295.95'to a point-located N 06'12'24" E 50.22'from a northern corner of
Tract 3 described below;the&ce continuing 7 '2.3"E 52.99',N 32°21'09"W 41.26',
N 74008'57"W 181.86%N-»i2°17'41'' 39.651,9 W 187.85',N 64-50-23"W
155.68', N 82°19'38" * 50.001, N 07°4.4?122" E 128.06', N 71°59'09" W 11$.97', N
73°33'32" W 139.02',N 76-03'11" W 134.07', N 80°44'20"W 127.02',N 76°19'33"W
109.88', N 66°44'30" W 115.47, N 63-20-47" W 130.91', N 75°27'48" W 114.48', N
71044'04" W 126.80', N 61°46'34" W 122.69', N 76°16'00" W 338.10', S 75-38-43" W
95.88% S 82°38'10" W 166.23's,S 75°30'29" W 159.03', S 68°55'13" W 144.82', S
58°02'40" W 170.42', S 44°4jb$" W 161.57, S 33-53-08" W 159.09', S 28053'26" W
127.221,S 30°57'38"W 88..13';S 40°00'432' 452.30',S 70°36'09"W 85.90',S 20°27'33"
E 263.05', S 75°58'25"W '6.91'td�' urve nrnil�tig�' lockwise to the west having
a radius of 300.00', an�rc length6.06' end a c 'a'rd bearing and distance of S
59°09'40" W 173.54;thence S 42°20'56N 324.57',S 47°5725" W 255.83'to a curve
running clockwise to the west having a radius of 440.00',an arc length of 277.50'and a
chord bearing and distance of S 60°25'00" W 272.93'to a point;thence S 78°29'04"W
-•4.� r q:
,c� �4✓� ��aS S�iJ)

Inat#1230, book 640 Payer M
234.54', S 76-12-28"W 313.83'to a curve running clockwise to the northwest having a
radius of 25.00',an arc length of 27.99'and a chord bearing and distance of N 71°42'48"
W 26.55'to another curve running counterclockwise to the northwest having a radius of
170.00% an arc length of 104.48' and a chord bearing and distance of N 57°1426" W
102.84'to another curve running a ockwise to the northwest having a radius of 25.00',an
arc length of 2939'and a chg4bearing a4dtgtgce of N 41°09'49"W 27.73'to a point;
thence N 07128'52"W 197_16'to the point and pI d9ddl f,,gJNNING,containing 179.99
acres.
TRACT 3:
BEGINNING at a point located S 73°25'29"E 5493.04' from an existing PK nail at the
centerline intersection of SR. 1302 and SF �1511 and runs thence as a curve running
ct r counterclockwise to the no havil a radi(!%&Z� 5r00', an arc length of 95.53' and a
chord bearing and distanq of N 16° 3Q"W 95.14't`64i�bint; thence continuing as the
following courses and distances: N 23 04'41" W 222.88', N 72°58'56" E 91.31', S
68055'20"E 147.15',S 83°52'19"E 74.90',N 37°3T16"E 36.37',N 18°31'10"W 30.03',
N 13°3T43" W 80.79', N 43°28'06" W 44.82', N 64°54'56" W 81.95', N 53-13'11" W
30.92', N 88°47'07" W 26.47', S 59°55'07" W 97.39', S 83°27'01" W 112.01', N
25004141" W 258.73' to a curve ing clockwise to the northwest having a radius of
635.00',an arc length of 49.57'and a chord bearing and distance of N 22°50'30"W 49.56'
to a point;thence continuin 66000'40"1w 77016'20" E 86.12',N 64055'39"E
83.04', N 03°41'56" W ,, 0.91', I°��^��°09'31" E 4' i!, N 29°09'36" E 111.23', S
55008126"E 37.83'to a curve running c�dterclockwise to the southeast having a radius
of 525.00', an arc length of 98.92' and a chord bearing and distance of S 60°32'18" E
98.77'to a point; thence S 02°16'31"W 18 AO% S 04°5328" W 104.54',S 09°03'04" E
77.48',S 19°13'27"E 148.41',S 55°42'54"E 51.61',S 80°47'16"E 26.74',N 78°51'19"E
45.67',S 32°42'18" E 26.77'1 S 15°44'03" E 69.66',S 20°0512" E 51.52', S 05°14'19"E
49.69',S 64°41'36"E 48.85',S114'1$"E 46.56',S 65°00'10" E 100.31',S 76°08'52"E
61.14',N 87°53'11" E 64V 47°23'51'l' 2�Q�$' N 03°06'50" E 21.89',N 18°03'37"
W 87.86" N 12035'35" 51.811, 6038'13'� ��1. N 21°22'06" W 126.12', N
03°14'37" W 44.7$', N`6°38'38" E ', N 16002'38' W 142.29', N 11°31'21" W
68.34',N 27°05'00" W 36.66',N 11-45-37" W 103.99'to a point located S 06°12'24" W
50.22'from a southern corner of Tract 2 described above;thence S 89*12'11"E 713.89',
S 10°25'00" W 112.51', S 41004'06" E 522.72',N 46°45'34" E 127.61', S 03°36'22" E
127.52'to a curve running counterclockwise to the south having a radius of I I45.00', an
arc length of 440.26' and a cl�¢?d bearing and distance of S 14°37'18" E 437.55' to
another curve running clockv ,C to the south having a radius of 25.00',an arc length of
12.71',and a chord bearin id dis ce of� 8" 12.57'to another curve running
counterclockwise to the, ruth havin radius of 56 OO rt arc length of 43.63' and a
chord bearing and distance of S 21030'0OV E 42.26' to a point; thence S 29°19'58" E
135.24',S 49-08-31"E 262.84',S 70°39018"E 25.56',S 19°55'33"W 15.47',S 09°09'48"
W 97.70', S 08°24'32" E 114.45', S 85°20'44" W 977.05', N 54°26'57" W 383.54', N
A
4 4t�� ....��'Sf u�ry✓

InstI1218.1 Book 840 Page: 539
70°50'12" W 396.96',N 50°55'01" W 315.95', N 64-07-30" W 148.05'to the point and
place of BEGINNING,containing 49.05 acres.
TRACT 4.
BEGINNING at a point located S 73° 2'37"\E 3 ,f.,9!from an existing PK nail at the
centerline intersection of A. 1502 an� 1511,said beg n!hing point also being located
N 78°1743"W 53.45'from a western comer of Tract 3 described above and runs thence
as the following courses and distances: N 78°17'43"W 139.67',S 45°32'05"W 91.48',S
39005'12" W 51.50', S 66°06'27" W 79.70', S 86°15'47" W 101.53', S 59°42'17" W
102.57', S 69°51'07" W 75.88', N 83°20'14" W 67.75', N 73°29'40" W 164.65', S
77043'51" W 297.86,S 89°51'Z W 282.20', S 88°29-14"W 146.33', S 87°42'51" W
168.61', S 00018'07" W 18 � Q', S 28° 'QO" W 112.86, S 62037'32" W 67.03', S
41037'38"W 33.17',S 19°�'7"35"W 21-1- -9$V.3�-"W 52.84',S 20°36'14"W 60.33',
S 03°00'43" W 45.81', 5 24°33'00 ,a .03', S 51r2 E 26.28', S 66°43'29" W
238.26', N 15°09'15" W 36.12', N 50°45'3l" W 107.79, N 19030014" W 33.62', N
12015'45" E 42.63',N 47°23'21"E 76.59',N 17-07-12"W 50.23',N 32°24'02"E 45.54',
N 02039'40" E 38.62',N 48°21'05"W 201.45', N 51°57'31" W 131.10',N 42°02'28" E
83.22', N 4402912" W 81.38', N 88032'30" W 29.37', N 65°56'02" W 206.59', N
81025'24" W 136.97', N 63°55'V" W 50.00', N 79°27'21" W 32.14', N 88-39-15" W
84.31', S 85°17'39" W 50.004f S 70°16'00" W 78.35', N 88°3649" W 141.45', N
74022'41"W 112.62',N 5L;. 9'31" W 10)r 9R1; �i;42'10" W 109.08',N 67-22'45" W
�A .,
104.69',N 84038'30"W,4.40',S 2*Rk42"W 213:%l-a curve running clockwise to
the west having a radius of 250.00', an-*c length of 50.99' and a chord bearing and
distance of N 77°36'09" W 50.90'to a point; thence N 71°45'37"W 105.00' to a curve
running clockwise to the west having a radius of 720.00',an are length of 295.75'and a
chord bearing and distance of N 61126'51"W 293.6T to another curve running clockwise
to the north having a radius of 25.00', an arc length of 40.26' and a chord bearing and
distance of N 03°32'58" W 36: Y to another curve running counterclockwise to the
northeast having a radius ot 1'70.00', an of 90,59' and a chord bearing and
distance of N 27°18'57"09.52'dKN *12'28"
er ci�°bPpr*ng clockwise to the northeast
having a radius of 25.00`-;an arc ten7.99'and a cAdrd bearing and distance of N
44007'44" E 26.55' to a point; then E 313.83', N 77°20'47" E 53.03',N
78029104" E 234.54'to a curve running counterclockwise to the east having a radius of
560.00', an are length of 353.18' and a chord bearing and distance of N 60°25'00" E
347.36' to a point; thence N 36°44'27" E 255.83', N 42*20156" E 188.81' to a curve
running clockwise to the east ying a radius of 500.W, an arc length of 293.43' and a
chord bearing and distance o359°09'40", 289.24'to another curve running clockwise
to the east having a radiu�s-�f 450JO0', and �pf 55.21' and a chord bearing and
distance of N 72°38'29",43 55.18'to fie, er curve it clockwise to the east having a
radius of 25.00',an are length of 29,20'a' d a chord bearing and distance of S 77°24'38"
E 27.57'to another curve muting clockwise to the south having a radius of 380.W, an
arc length of 261.3 Y and a chord bearing and distance of S 24°1 5'01" E 256,19' to a
^yam'

Inst#X2181 940 page: 540
�r.
point; thence S 60°15'37" W 175.23', S 20002'13" W 362.04', S 28005100" E 84,981, S
87°42'16" E 502.70', S 46°55'35" E 198.23', N 60°53'17" E 153.95', N 72°57'22" W
28.32',N 35007'19"W 253.71',N 03053'36"B 23.95'.N 230 12'44"E 17.191,N 52011,38"
W 93.49', N 56-02.46" W 34.3q, N 39-22-00" W 65.91', N 24°57'02" W 43.59', N
19021'36" W 93.60', N 86°55�7" W 20.91', N 51-39-53" W 138.31', N 88°1414" W
27.19'to a curve running cou4terclockwiset4%A rth having a radius of 412.00',an are
length of 92.09' and a chord beari�'8�a��d distance r6€w'j?°49'l7" W 91.90' to another
curve, running clockwise to the north Nag a radius of 10.00', an arc length of 11.63'
and a chord bearing and distance of N 14°06'03"E 10.99'to a point;thence N 47°25'35"
E 78.83,S 63°07'56"E 102.20',S 46°34'18"E 93.30',S 36°37'20"E 54.49',S 29°20'52"
E 122.00', S 22°27'25" E 33.961, S 53046'37" E 242.77', S 85044'27" E 67.31', N
65001'55"E 92.13',N 05°21'22"W 71.32',N 28-08-11"W 43.94',N 06-25-52"W 61.35',
N 5304847"W 45.69',N 7805714,,W 49.26'to a curve running counterclockwise to the
west having a radius of 50.00',an arc lengt}tni f Z2.53'and a chord bearing and distance of
S 88008'14"W 22.34'to at.�ft 3'titer cMe running �o the west having a radius of
25.00',an arc length of 2 and a c ",,,bearing and hi&e of N 80-40,36"W 20.41,
to a point; thence N 56°34'54" W 32.54'M a curve running clockwise to the northwest
having a radius of 225.00',an are length of 36.47'and a chord bearing and distance of N
51°56'16"W 36.43'to a point;thence N 47°17'39"W 63.70'to a curve running clockwise
to the northwest having a radius of 85.00',an arc length of 41.86'and a chord bearing and
distance of N 33°11'15" W 41.43'to a point; thence N 19004151" W 50.78' to a curve
mining counterclockwise to est having a radius of 185.00',an arc length of 200.30'
and a chord bearing and tan of N � SjS '� W 190.66' to a point; thence N
08°53'02"E 47.64',N 45° '15"E I 1',N 23° �"1fe11.79',N 11°07'26"E 56.93',
N 38035'06"E 46.21',N 57°16'02"E 29. � N 44°36'08"E 29.06',N 11°26'32"E 39.62',
N 26031'00"W 48.84',N 45°38'08"W 199.83'to a curve running clockwise to the east
having a radius of 360.00',an arc length of 266.55'and a chord bearing and distance of N
60°28'54"E 260.50'to a point;thence N 81041134"E 43.16'to a curve running clockwise
to the east having a radius of 1260.00',an are length of 677.51'and a chord bearing and
distance of S 82*54111"E 669.38?to another curve running clockwise to the south having
a radius of 25.00', an arc length of 36.02 egg a chord bearing and distance of S
260 13'14" E 32.99' to aoint; co S ] 03 if 67.84' to a curve tanning
counterclockwise to the south ha, adius 1585.00', It arc length of 97.86' and a
chord bearing and distance of S 13017'21 W 97.85'to a point; thence S 88048'15"W
138.101, N 63026'28" W 80.41', N 49°29'16" W 50.00', N 59°35'50" W 50.00', N
71°20'27"W 50.00', S 89°35'07"W 68.33',S 73°38'22"W 50.00',S 57°39'08"W 50.W,
S 42154'58" W 50.00', S 35008'56" W 152.61', S 04°21'31" E 61.32', S 46°46'41" W
38.74',S 03053'08"E 60.56'1 S l-V24'44"E 123.84',S 42°50'25" E 114.08', S 61-30,54"
E 117.43',N 15-24133"E 6.445',
`N 43°22'0�' 19.75',N 58057'37"E 24.63',S 73°58'59"
E 31.75', S 19°17'40" E 87°2'5' 4', N 81140'30" E 169.34', N
82053'47"E 115.62'to a_citrve ntnntahounterclockw�i Leto the south having a radius of
450.00',an arc length of 163.24'and a eho°W bearing and distance S 07°0442"E 162.34'
to a point;thence N 87°51'32"W 111.31',S 52°4846" W 94.021,S 11025130"W 96.67,
S 02002'34" W 87.12', S 11°56'52" E 84.97', S 11°11'43" E 105.40', S 01°4120" E
y�

InstRl 4:91 Book 840 Pa": 541
114.18',S 45°13'31"W 91.12',S 72`07'55"E 197.26',N 86°0131"E 87.34',N 79°3040"
E 227.72', N 73°31'09" E 168.44', N 72-23'00" E 296.17', N 69°52'33" E 130.70', N
68°04'03"E 123.25',N W39'57"E 43.01',S W4833"E 92.76',N 74-24'00"E 56.98',S
25°04'41"E 454.08'to a curve nuxning clockwise to the south having a radius of 255.00',
an are length of 62.60'and a child bearing and distance of S 18°0245" E 62.44'to the
point and place of BEGINNING,containinllfoacres.
The above 4 tracts are all a portion of th4t 894.85 acres conveyed by deed recorded in
Deed Book 827 Page 504, Bertie County Registry, and are all as shown on survey
entitled "Golf Course Boundaries, hmsbrook Development,"dated April 2005, prepared
by Hobbs, Upchurch & Associates, P.A., Consulting Engineers, Surveyors & Land
Planners. All bearings herein are to NC Grid North Meridian NAD83 and distances are
horizontal ground
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