SW7050714_HISTORICAL FILE_20190116

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 70SD7z�z
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
i
DOC DATE
J1/�O!
YYYYMMDD

North Carolina Secretary of State Search Results
Page 1 of 1
File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
JOB Holdings, LLC
Information
Sosld: 0801034
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 9/2/2005
Registered Agent: Corporation Service Company
Addresses
Mailing Principal Office
1401 Dalon Road, NE 1401 Dalon Road, NE
Atlanta, GA 30306 Atlanta, GA 30306
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Company Officials
Reg Off ice
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Kevin D Cleveland
1401 Dalon Road
Atlanta GA 30306
Manager
Alan Kuniansky
1401 Dalon Road, NE
Atlanta GA 30306
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1 / 16/2019

November 29, 2007
South Lake Property Owners'Association, Inc.
245 Indian Bluff Dr.
Minnesott Beach
Arapahoe, NC 28510
Mr. Scott Vinson
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Vinson,
D:; ^ (l�0
k
CA
Our Association would appreciate you reviewing the attached letter which has been
submitted to the Town of Mii nesott,Beach".
The most vital concern of the Association is that South Lake is a very environmentally
fragile lake. Any damage that would upset the sensitive balance would do irreversible harm to
the lake, neighborhood, marina which is below the dam area, and the Town of Minnesott Beach
since any spoiled or polluted discharge would enter the marina and ultimately flow into the
Neuse River.
South Lake receives all of its water from springs on the west side, which is property
being proposed for dense development and on the east by springs from the Golf Course. No
creek or stream provides input and all water that falls on the west side is absorbed or runs into
the lake.
We request that you advise us of: (1) the environmental permitting process that would be
required for such a development; and (2) As adjacent property owners would our Association
have input to the process?
Thank you for your consideration. If you have any questions please advise and we'll
promptly reply.
S' ly,
L e Clark
President,
South Lake Property Owners'
Email. jdclarknpamlico.net
Phone#: [phone]
Association, Inc.

November 13, 2007
South Lake Property Owners' Association, Inc.
245 Indian .Bluff Dr.
Minnesott Beach
Arapahoe, NC 28510
Mayor and Commissioners
Town of Minnesott Beach
Hwy# 306 South
Arapahoe, NC 28510
Dear Mayor and Commissioners,
Members of the South Lake Property Owners' Association are very concerned
about what, according to Mr. Tom Hicks, will be a proposal for development of the
property bordering the west side of South Lake. The new proposed plan is entirely
different than what was presented as a master plan by the same developer to the Mayor,
Commissioners, and the public at a Public Hearing on March 8, 2005 for a zoning change
to a Planned Unit Development for the property.
The crucial concern is that the new proposed plan, enclosure (1), varies
completely from the concept and definition of a Planned Unit Development (PUD) and
especially the one presented at the Public Hearing that was positively accepted and
resulted in a re -zoning approval. The plat depicted on enclosure (1) represents mass
de_ nsity of single family home sites with small common line lots, removal of common
areas except streets, no open spaces dedicated for preservation of the natural setting,
removal of the proposed clubhouse and amenities, removal of proposed small number of
clustered upscale cottages and townhouses, and other characteristics found in the PUD
concept.
Additionally, such a mass density plan would require drastic reconfiguration to
the topography to accommodate streets, drainage, easements, utilities, septic and repair
areas, home sites, and parking aprons for small substandard lots. This would result in
basic clearing cutting of the property causing less retention and faster runoff of water and
possible damage to the underground springs that feed the lake. Stated goals of
maintaining common space and preserving nature for the community wouldn't be met.

Modern Real Estate Practices in North Carolina, Fifth Edition, defines a PUD as
follows: "A PUD involves the development of a parcel of land according to a plan that
deviates from the typical residential subdivision in that buildings are not confined to
traditional lot lines but are instead clustered together leaving areas of open space
available for parks, recreational facilities, and similar amenities. PUDs may include a
number of land ownership and use: cluster of single-family houses, townhouses, and even
a mixture of residential and business uses. The most popular form of PUD at present is
one that simply clusters single-family homes, often in a way that involves common walls
between the clustered dwellings, as in a townhouse development. This method of
development creates more open space than the usual one -dwelling -per -lot traditional
subdivision would allow. The purchaser of a residence in a PUD usually receives a deed
to the housing unit itself (similar to what the purchaser of a townhouse would receive)
and becomes a member of an association that owns the open spaces and common
facilities. PUDs are usually allowed only as a special use under the zoning laws. The
developer is required to submit detailed plans of the proposed PUD and demonstrate to
the Zoning Board that the PUD qualifies for the special use permit." The proposed plan,
enclosure (1), so far, doesn't meet the criteria of true PUD.
The most vital concern of the members of the Association is that South Lake is a
very environmentally fragile lake. Any damage that would upset this sensitive balance
would do irreversible harm to the lake, neighborhood, Marina which is below the dam
area, and the town of Minnesott Beach since any spoiled or polluted discharge from the
lake would enter the Marina and ultimatelv flow into the Neuse River.
South Lake, in its entirety, including the dam, is owned by the Association that
includes subdivision private lots 31-44 bordering the lake and Country Club Drive West.
The developer's property stops at the water's edge. The lake receives all of its water
from springs on the west side; which is the property proposed for development, and on
the east by springs from the Golf Course. No creek or stream provides input.
The Association has received full cooperation from the Golf Course Management
in controlling runoff from their property that in the past compounded an algae buildup in
the lake. Additionally, the Association purchased algae eating fish. At present the lake is
beautiful after 10 years of careful work. However, the options to overcome future
environmental problems are extremely limited. Thus, development of the west side must
be a carefully planned process which would ensure the setting continues to maintain a
natural filtration process to environmentally and aesthetically compliment the lake.
On March 8, 2005, a Public Hearing was held at the Minnesott Beach Town Hall
for a proposed change to the zoning ordinance which would zone 40.73 acres known as
the Minnesott Marina and property on the west side of the lake, approximately 46.47
acres, to a Planned Unit Development (PUD). The town minutes are summarized as a
matter of record including a copy of the master plan map. Developers Peter MacMurray
and Tom Hicks were present as owners of the Marina and future owners of the west side
property. A map and handouts, enclosure (2), were presented showing both properties
and proposed concepts. Discussion centered on the west side property where the

developers stated they would cluster the development and leave the property that is not
built on for trails and open land leaving more trees. When questioned by Association
President Mike Dorsey regarding density, the response from the developers was it will be
a low density development and all plans for development would be presented to the
Architectural Committee of the Association prior to approval of the town. Additionally,
it was briefed that the development would include a centralized sewer system and not
individual septic systems. The system hadn't yet been approved but the engineer was
working the design. The map of record with the minutes shows the upper parcel of the
west side property near Bennett Road being single family estate lots, a middle section
being a clubhouse, pool, tennis, and parking; the Iower parcel bordering the lake as being
an area of three clusters of lake cottages, open space, a community trail, and a small
section of townhouses near the Marina property.
Based upon prior briefings to the Association, the map, handouts, and statements
made by the developers at the Public Hearing, the Association supported the plan at the
Public Hearing. Such a development was envisioned as one that would be potentially
complimentary to our lake and neighborhood, provided it was executed as briefed and
met the environmental laws of North Carolina and the Town of Minnesott Beach.
The developer has recently presented a similar plan that revised the town
approved PUD development on the Marina property by going to an all traditional single
family, small common line lots, with no other characteristics found in the definition of a
PUD. Then, the developer quickly submitted the same type of concept for the west side
of the lake. The Property Owners' Association is requesting that careful attention be
given to these requests to ensure the planning process is comprehensive, complete, and
that the plans qualify as a PUD.
Based upon the performance of the developer since March 2005, the original
partnership has dissolved resulting in a restructuring. Development at the Marina has
been substandard to non-existent and behind projections with no visible work to complete
the state -of -art Marina. Ten lots have been sold with no completed infrastructure, mining
of soil resources has occurred, the Links townhouses at the Golf Course are behind
schedule with one-third unsold and currently the Marina property is under contract for
resale. Now, new and incomplete plans are submitted seeking what appears to be quick
review and approval. This may be in the best interest of the developer but is it in the best
interest of the Town of Minnesott Beach?
Certainly, no waivers under these circumstances should be considered to the
planning process. All environmental permits and impact statements, letters of
commitment for utilities including water, performance bonds, etc. should be on file with
the town before any approval is granted for commencing construction and conveying of
property.
Thank you for reviewing our concerns which we believe are of great importance
to the citizens and future of the town. We would actively seek to find a solution that
would not endanger the lake and aesthetically maintain the setting, while meeting the

needs of the Town of Minnesott Beach, the developer, and the Association. Any
feedback you can provide our Association would be appreciated.
Sincerely,,_....
4
be Clark
President
South Lake Property Owners' Association, Inc.
Encl: (1) Plat sketch provided by Mr. Torn Hicks
(2) Wayfarers Cove handout and reap labeled Master Plan
Copy to: N.0 .Department of Water Quality, Washington, N.C.
Mayor elect Mr. John Forster

03 07 01:10p Paul Embler
9199340387
k
LC :o li1
y
w t I 4s
s_
j-yI -ii
ryl
e A F
P
'iu , L.

WAY]FAI?LIMS/ ,COVE
eki c �, (2-)

z
GOALS
ONE OF A KIND
COMMUNITY
COMMON SPACE
PRESERVE NATURE
u::1►

WAYFARERS COVE
THE POINT
THE RIDGE
THE OVERLOOK
THE COTTAGES
ESTATE LOTS & HOMES
LAKE FRONT ESTATES

AMENITIES
CANOE HOUSE
POOL
CLUB HOUSE
EXERCISE FACILITY
TENNIS COURTS
TRAILS & BOARDWALK
GAZEBOS
COUNTRY CLUB
BEACHES
STORE

I
/
• i " . • oil
r,Q
f �
� k
ore.
` t�i lea .F"�4�'.�0.�,R 1. •4� 4 •.is ::#`, #^=4 '�� � �i'j4 _ j� :'°<,'2.Qa`�i4�aa •. ..._- :�i•-
ca',-'v!e�l��. � ��_��; � 1� � ;� � ,tom .4f. :6.C• ri�t� n... _•(�'��I' `��� - � �.flr
'i1,1 .:{�s1 p •i 3-•:�,�� ,.,k-.z�" '� 1W� �;'daz�``���i„Y, •! �f.✓�"'„ .f.f'� �`�'�'4
"'°>'Tt��. > w- •".s .za�+az-.. � .'i �a;,�-'- �•... !k +�• � R?r: L';a,.A, y ';r-�3sa�.:;:r� � -.�
..�'�'� t may, �'a� F�� 1 i� �y `. - b � �} ._.'i.Y.ir�S. �;1 rl v: ��`.:• et1�;e. 1�i'` fid�.�'a - -.. u_ �+' � �
4 '-9
0
r .�"
RECREATIONESTATE LOTS
CLUBHOUSE
Tamts
PAWNG
ESTATE LOTS
._a
COFFEE SHOPPE
MARINA TOWNHOMES
1
O
r 0
2
F
m
=
MARINA COMPLEX
' SHIP'S STORE
DOCK WASTER
WATERFROKTINN
ESTATE LOTS
a
BOATYARD
ARD
I
C
b
_- —RESERVED LAND
-F
MASTS
nI
as,

SW7061223 a
DEC 13 2006
North Carolina Department of Environment and Natural Resources ,Q_WAR�
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G, Ross, Jr., Secretary
MEMORANDUM
TO: Bill Moore
Division of Water Quality
FROM: Doug Huggctt
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead Cite NC 28557
DATE: 13 December 2006
SUBJECT: CAMA Application Revlew
APPLICANT: Wayfarers Cove Marina for Minnesott
Respond to Doug Haggett
Morehead City Office
y, rAv e rf Cove,
51nJ 7 D 5'o714—
ss�ed EX �.ss �1
tch 1`foldins, LLC
PROJECT LOCATION: 1107 Bennett Road upstream of the ferry landing at Minnesott Beach on
the Neuse River near Arapahoe in Pamlico County, North Carolina. 11 1
s 1W . f
PROPOSED PROJECT: Applicant proposes t �marina
stingLAMA Major Permit no. 109-84
to replace the existing I52-slip pile supporte structure with a I52-slip floating structure,
modifying the existing irregularly shaped inland basin into a more uniform shape and bulkhead
the perimeter adjacent the upland areas.
Please indicate below your position or viewpoint on the proposed project and return this form by 2
Januan, 2007. Please contact David Move at 252-948-3852, if you have any questions regarding the
proposed project. When appropriate, in depth comments Nvith supporting data are requested.
REPLY
Signed
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
arc incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
rn,r
i\flHYilC@l'f}IInU
�11ulrrrnlle�
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net/
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

:.�ti
My ''��
4�
�; �'a
.•�
. �.
J •'4
M+
�.w'k;,
Ate,

Z7' AVOLIS ENGINEERING, P.A.
�� P,O, Box 15564 • New Bern, North Carollno 28561 a [phone]
December 7, 2006
Mr. David Moye
North Carolina Division of Coastal Management
Washington District
943 Washington Square Mall
Washington, NC 27889
RE: Wayfarers Cove Marina Modification
Minnesott Beach, Pamlico County, North Carolina
AE Project No. 05125
Dear David:
Attached please find the modified LAMA Major Permit application for the referenced project
consisting of the following:
0 CAMA Major Permit Application (Original)
Project Narrative
O Project Plans (25 Copies)
Original Green Cards for Abutting Property Owners and Notification Letter
(Previously Provided)
Copy of Property Deed to Minnesott Beach Holdings, LLC (Previously Provided)
Copy of Property Deed to Minnesott Golf and Country Club
(Previously Provided)
O Copy of Access Channel Easement/Deed (Previously Provided)
Copy of Zoning Certification for Property from Minnesott Beach
(Previously Provided)
• Copy of Storinwater Permit (Previously Provided)
• Archeological Letter (Previously Provided)

• Copy of Existing Marina CAMA Permit (Previously Provided)
• Copy of Upload Development CAMA Permit (Previously Provided)
• Letters (2) Authorizing Work on Adjoining Properties (Previously Provided)
• Existing Slip Count/ Configuration (Previously Provided)
• $400,00 Permit (Previously Provided)
• Authorized Agent Letter - Enclosed
• Wayfarers Cove Marina Rules - Enclosed
• Dissolved Oxygen Study - Enclosed
Comments from your initial review of the project have been incorporated in this permit package.
It is requested that you review the permit application as soon as possible.
Your assistance in this matter is appreciated.
Sincerely,
Ke Avolis, P.E.
'w ice- resident

PROJECT NARRATIVE & DISCUSSION
Wayfarers Cove Marina Modifications
1107 Bennett Road
Minnesott Beach, North Carolina
1.0 PROJECT SUMMARY
The Minnesott Beach Marina modification project consists of the replacement of existing
wooden dock facilities with a new floating dock system and the expansion of the inland marina
basin at the existing Wayfarers Cove Marina located at 1107 Bennett Road in Minnesott Beach,
Pamlico County, North Carolina. The existing marina contains a total of 151 in -water slips, an
active boat yard area, shop facility, dockhouse and other marina related structures located on the
site. In 2005, upland development approvals were obtained for the construction of residential
dwellings around the marina basin on upland areas. A CAMA Major Pen -nit was previously
issued associated with the upland development as presented on the project plans. To date, this
development has not been constructed; however, it is presented as existing development since it
was previously permitted.
At this time, Minnesott Beach Holdings, LLC, the owners of the property are proposing to
complete the marina renovations as originally conceptualized at the onset of the project.
Specifically, it is proposed that the existing wooden fixed dock facilities be replaced with
floating docks. Additionally, the erratically shaped basin will be reconfigured through upland
excavation and filling activities to realign portions of the basin perimeter. A new bulkhead will
be installed along a portion of the basin perimeter. Additionally, as a part of the proposed
modifications, the marina basin will be dredged to a minimum control depth of seven feet, an
average final depth of T5 feet, and a maximum design depth of 8.0 feet. In addition to the basin
reconfiguration and dock replacement, a series of wooden walkways will be constructed along
the perimeter of the marina basin to provide access to water features. A wood walkway
will extend along the landward edge of the majority of the new bulkhead and will
terminate in a gazebo to be constructed adjacent to the entranceway adjacent to the Neuse River.
Additionally, grading activities will be completed between the proposed upland development and
the face of the new bulkhead to establish final project grades, This CAMA Major Permit
application is being submitted in conjunction with the proposed marina modifications as outlined
in the enclosed permit application and project plans.
A portion of the dredging activities at the basin entrance channel will occur on property currently
owned by Minnesott Beach Golf and Country Club. Wayfarers Cove Marina has an existing
easement covering this portion of the project. Additionally, attached with the CAMA Permit
application, is written authorization from Minnesott Beach Golf & Country Club allowing
Minnesott Beach Holdings, LLC to complete the additional dredging activities as presented on
the CAMA Major Permit application.

2.0 EXISTING CONDITIONS
The existing marina consists of an inland manmade basin which was constructed during the
1970's, An entrance channel was cut from the Neuse River into the property to access an inland
basin covering a total area of approximately 5.89 acres. As presently configured, a total of 151
wet slips exist within marina. All docks are fixed wooden docks. A wooden bulkhead surrounds
a portion of the marina basin. A travel lift, boat yard area, bathhouse, shop/work area and boat
storage area exists on the property which will be demolished to accommodate the upland
development depicted on the site plans. The existing boat yard area and service activities will be
relocated to the northwestern comer of the property to allow for development of residential
dwellings around the proposed new marina basin. All existing bulkheading and dock systems
and the haul out facility will also be removed as part of the marina modifications.
A CAMA Major Permit application exists for the marina operations as they exist today. A copy
of this CAMA Major Permit application is included with this CAMA Major Permit application.
The permit was recently reissued to the current property owners, Minnesott Beach Holdings,
LLC on June 7, 2005. This permit also authorizes maintenance activities for basin dredging and
access channel dredging.
3.0 PROPOSED CONSTRUCTION
It is proposed as part of the marina basin modifications that portions of the existing basin be
filled and that portions of the existing upland areas be cut to establish the new alignment of the
bulkhead as presented on the project plans. It is proposed that a total of 2,739 cubic yards of
material be placed below the existing normal water level of the existing basin. An additional
2,348 cubic yards of material will be placed above the normal water level of the existing basin to
create a new basin shape. Additionally, it is proposed that a total of 32,173 cubic yards of
material be cut from existing upland areas to create new areas below the normal water level.
Additionally, dredging activities are proposed within the footprint of the existing basin to create
a minimum design depth of seven feet on the northwestern corner of the new basin alignment. It
is proposed that a total additional 9,200 cubic yards of dredge material be excavated from the
existing basin bottom to establish the new design grades. A gradient from -8,0 feet to -7.0 feet
will be created along the basin bottom from the most inland point in the basin to the mouth of the
basin at the entrance. It is proposed that all excess spoil material from cutting and dredging
activities be utilized to establish final design grades or to construct a landscaping berm on the
adjacent property to the north which is currently owned by Minnesott Beach Builders, LLC. All
material excavated by hydraulic dredging will be pumped into an earthen berm/dike to be
constructed on the central potion of the site. The dredge spoil will be allowed to dewater
through the permitted Stormwater Infiltration Basin 92. Discharge will occur from this
infiltration basin back to the marina basin. It is estimated that a maximum of 9,200 cubic yards
of hydraulic dredging will occur on the project.
A new bulkhead will be constructed around a portion of the marina basin. The eastern side of
the existing marina basin which abuts coastal wetland areas will not be disturbed by the
proposed construction. The limits of bulkheading for the new marina basin are annotated on the

project plans. It is proposed that a total of 3,272 linear feet of bulkheading be installed along the
new basin area., All bulkheading material will be constructed of vinyl sheet.piling with a wood
whaler system and a tie back system.
It is proposed that a new floating dock system be constructed within the realigned basin area to
the configuration presented on the project plans. The new marina will contain a total of 152
floating slips: The slip numbering is annotated on the project plans. The floating dock system
will be accessed by gangways located at the head of each dock system.
A new haul -out well will be constructed at the northwestern corner of the marina basin. The
location of this haul -out well aligns with the previous location of the access road to the remote
marina yard area located on the northwestem side of the property.
Other marina related construction activities to occur include the development of a wooden
walkway around the perimeter of the majority of the marina basin on the landward side of the
bulkhead, including a small day dock on the eastern side of the entrance channel to serve the
existing boat ramp at the Country Club. Additionally, a wooden walkway and gazebo area will
be established adjacent to the Neuse River at the edge of the western side of the entrance channel
to the marina basin.
A pump out facility and fueling facilities will be provided at the location of the fuel dock as
presented on the project plans. A "Closed Head" policy will be strictly enforced at the marina.
"Closed Head" signage and "No Wake Signage" will be installed as presented on-theproject
plans.
4.0 PURPOSE AND USE
The purpose and use of the new Wayfarers Cove Marina facility will be to replace the
dilapidated wooden structures that presently exist. These facilities are approximately 30 years
old and are at the end of their useful life. Additionally, the existing bulkheading system is
proposed to be realigned to allow for a more functionally designed marina facility and to
improve access to docking areas. The boatyard area and haul -out well area are being relocated
to better accommodate residential development along the inland basin. The existing marina
repair facilities will be relocated to a more remote section of the property.
The excavation and filling activities to be completed in the marina basin area will occur through
the use of excavators and draalines for upland excavation and fill and by hydraulic dredge for
portions of dredging that will occur within the existing basin area. Construction of the
bulkheading system will occur from both the land and water side of the bulkhead through the use
of barges and conventional excavators, dump trucks and backhoes. The docking system will be
constructed primarily from barge equipment.

5.0 PREVIOUS PERMITS ISSUED
Development permits are in place associated with all upland development as presented on the
project plans. The Town of Minnesott Beach Planning and Zoning approval has been completed
and the actual subdivision of residential lots has occurred for all upland development.
Additionally, a Coastal Stormwater permit, Erosion Control Permit and CAMA Major Permit
have been issued associated with upland development. Public water and central on -site sewer
permits are being sought for upland development at this time. This CAMA Major Permit
application is being submitted associated with the proposed marina modifications including the
realignment of the marina basin, reconstruction of the bulkheading and docking system, the
reconstruction of the haul out facility and for all grading activities that will occur between the
upland development and the face of the new bulkhead.
6.0 DISSOLVED OXYGEN STUDY
Land Management Group, Inc. of Wilmington, North Carolina has completed a Dissolved
Oxygen Model of the existing and proposed marina facilities. The findings of this dissolved
Oxygen Study are contained under separate cover and presented by Land Management Group,
Inc.

.1
Permit Class
NEW < x ress Permit Program)
�}1
Permit Number
1l32-05
STATE OF NORTH CAROLINA
Department of Environment and ?Natural Resources
and
Coastal Resources Commission
Na P-M
ertt
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-] 18
Excavation and/or filling pursuant to NCGS 113-229
Issued to Wayfarers Cove, for Minnesott Beach Holdings, LLC, 1107 Bennett Rd, Arapahoe, INC 28510.
Authorizing development in Pamlico County on the Neu,,e River at Minnesott Beach off SR 1 ] 21 (Bennett Rd)
at the Wayfarers Cove Marina near Arapahoe, as requested in the permittee's application dated 07/08/2005,
including the attached workplan drawings (1' total - CS_ C1 to C7_ and C16 to„C20) all dated 07i11/2005
This permit, issued on August 22. 2005. is subject to compliance xyith the application (where consistent with the permit),
:I. all applicable regulations, special conditions and notes set forth beloN,. Any violation of these terms may be subject to
Imes. imprisonment or civil action, or may cause the permit to ne nuts ana voin.
Upland Development
1) Unless specifically altered herein, this permit authorizes construction of 20 condominium units, 48 town
homes, 23 single family lots, a commercial building, community center, pool,'boatyard, dockrnaster/ship
store, access roads and parking areas, and riprap along the erosion escarpment of Waviarers Cove, all as
depicted in the permittee's application and workplan drawings referenced above.
2) Any development or land disturbing activity that is considered non -water dependent is not authorized
w1thin 50 feet of the normal water level unless specifically exempted by Environmental Management
Commission (EMC) Neuse River Basin buffer regulations in place at the time of such development.
Contact a representative of the Division of Water Quality at 252-946-6481 in reference to information
on the Neuse River Basin buffer.
(See Attached Sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to wort: initiation or
continuance as the case may be_
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
f
All work must cease when the permit expires on
December 31, 2008
} In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Mana,ement Program.
Signed by the authority of the Secretary of DENIR and the
Chairman of the Coastal Resources Commission.
0 Charles S. Tones, Director
Division of Coastal Management
This permit and its conditions are hereby accented.
Signature of Permittee

.,d•'C'' T.. r. r', MS.. .�.,. _ o .,a - ;v; !S; •�, �';'_•..:' - �. a. ;.
Y`4t-4`rt. x fis�; Laypgyt•4a4c;RP(�wH`�S'4�r..io-t.+4f-�•�•�,w4'eF.KK..[.aP:.++.�+i� tiK•45aYS-W'�`trtA��.'-E•M/n;-a�wt`•a++t-re+�/.�iwt...'•cK�o-hL-tat r•!..;-ce�w. rr.
Wayfarers Cove
Minnesott Beach Holdings, LLC
ADDITIONAL CONDITIONS
Stormwater Management
Permit# 132-05
Page 2 of 3
;) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
4) The Division of Water Quality (DWQ) is currently reviewing a stormwater permit application to
determine if the project is in compliance with North Carolina's Water Quality Certification program and
has assigned permit No. SW7050714 to the application. The permittee must receive a Water Quality
Certification from DWQ, and provide a copy to the Division of Coastal Management, ,prior to the
initiation of any construction activities. Changes to the stormwater permit application may require a
modification of this permit. Contact a representative of the Division at [phone] prior to
commencement of any such activity for this determination.
Sedimentation and Erosion Control
5) Appropriate sedimentation and erosion control devices. measures or structures (e.o. silt fence, diversion
swales or berms, etc.) shall be implemented to ensure that eroded materials do not enter adjacent
wetlands, watercourses and/or properties.
6) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 '-,,vorking or 30
calendar days of completion of any phase of grading on cut or filled slopes.
NOTE: An Erosion and Sedimentation Control Plan �Nlill be required for this project. This plan must be
fled 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 "7889 .
Shoreline Stabilization
7) The alignment of the authorized riprap retaining wall must be staked by a surveyor and approved by the
Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure
to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall
require the alignment to be resta -ed and approved by DCM within a maximum of 30 days prior to the
new expected start of construction.
8) The riprap retaining wall shall be structurally tight so as to prevent seepage of backfilI materials through
the structure.
9) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
mar], or broken concrete.
10) The riprap material shall be free. from loose dirt or any pollutant, it shall be of a size sufficient to
prevent its movement .from the site by wave or current action.

f F
}'facers Cove
Minnesott Beach Holdings, LLC
ADDITIONAL CONDITIONS
a�aat.o-.+e.c.�tiw�wiac:aao-� �
L
ti
Permit # 132-05
Page 3 of 3
11) All backf ll material shall be obtained from a high ground source and confined behind the permitted
riprap retaining wall.
Archives and History`
12) Prior to the initiation of any land -disturbing activities authorized by this permit, the permittee shall, in t
coordination with the N. C. Department of Cultural Resources (NCDCR), develop and implement an
archaeological survey of the proposed project area. Initiation of permitted land -disturbing activities.
shall not begin until written approval is obtained from NCDCR, and a copy of such approval has been
received by the Division of Coastal Management.
ADDITIONAL CONDITIONS
General
13) This permit does not authorize the excavation or filling of any wetlands or open water areas, even
temporarily.
4ti
i
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required. t
t
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to commencement of any such
activity for this determination.
NOTE: The permittee and/or his/her contractor is urged to meet with a representative of the Division
.prior to project initiation.
NOTE: The U.S. Army Corps of Engineers has assigned this project COE Action ID No. 200511690 and
Issued General Permit No. 198000291 on 08/15/2005.

Form DCM-M7-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract See Below
Size of individual lot(s) 0.05 acres - 0.23 acres
c. Approximate e20vation of tract above MHW or
d. Soil nepe(s) and texture(s) of tract
e. Vegetation on tract Pines. Hardwood
f. Man-made features now on tract Marina Basin,
Piers, Haul --Out well, Boatvard.
Residences, Dockhouse, Bath House, Pool
g. What is the CAMA Land Use Plan land
classification of the site? (Cawilt the local Iarsd use pL=.)
m. Describe existing wastewater treatment facilities.
Low pressure septic systems were approved
duriM eview iprocess for gM& ntgr
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, *wash
down" and residential discharges.) Stormwater
runoff from u land dev to t - tal
S ortnwa er Permit #SW705U714 Issue /15/05
(Copy Attached)
o. Describe existing drinking water supply source.
Public Water -- Pnico County
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
Conservation Transitional •
Developed X Community
Rural Other
h. How is the tract zoned by local government?
PUD Overlay - Residential Multi -Family
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach Zaning evniplfante te►Sifteate, If appumbw •
See attached letter from Town.
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom? URS Corporation, Morrisville,
North Carolina (See Attached)
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X - Other
If yes, has a delineation been conducted? Yes
(Anach do=mwntation, tfav dlable)
Site Data: Total Tract 40.74 Acres
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2' by 11' white paper. (Refer to
Coastal Resources Commission Rule 71A203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger .plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the -U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Total Area of Site Below Normal Water Level: 5.89 Acres
Total Entrance Channel Access Easement Area: 1.62 Acres
Revised 03195

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: ( See Below)
Name Minnesott Beach Holdings, LLC
Address 1107 Sennett Road
City Arapahoe State NC
Zip 28510 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Avolis Engineering, P.A.
Address P.O. Box 15564
City New Bern State NC
Zip 26561 Day Phone [phone]
Fax
c. Project name (if any) wayfarers Cove - -
Marina Modifications
NOTE. Pernw1 vAU be is ued in ma,rse of lmsdowmr(r), grid/or
pmjed eaw.
b. City, town commudity or Iandmark
Minrtesott Beach .
c. ' Strea address or secondary road number
Off NC 306 at the end of SR1121
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Neuse River and
Alligator Gut
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, :marina, bulkhead, pier, and
excavation and/or fdlLog, activities.
See Narrative '
b. is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Wi1I the oroiect be for public, private or commercial
use? Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
See Attached Summary
1. LOCATION OF PROPOSED
PROJECT
a. County Pamlico
*Access Channel Easement Area Owner: Minnesott Golf & Country Club
806 Country Club Drive
Revised 03195 Arapahoe! NC 28510
[phone]

Form DCM-MP-1
site. include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy or 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. Upon -signing this form, the applicant
further certifies that such notice has been provided.
Name Thelbert & Barbara James
Address 244 River Drive Arapahoe, NC 28510
Phone
Name James & Julia McDonald
Address 76 Beach Drives Arapahoe,_ NC_28510
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. include permit numbers,
permittee, and issuing dates.
See Narrative
• A check for WIMade payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNUSSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that time information provided in this
application is truthful to the best of my knowledge.
Of
This is the day of�r�
Print cks, /Manager
Signature
La daxmer or Aiahari:rd Ag,4
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2
_._.-
Excavation W Fill Information
DCM MP-3
Upland Development
X DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
X DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space pro ed at the bo om of each form.
Brad Rice, President
Minnesott Golf & Country Club
Revised 03195

Form DCM-MP-2
EXCAVATION
AND
FILL
(Except bridges and culverts)
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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLV;) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other Fill
(Excluding Exca,
shomUm
stabiliution)
Average FIAW
Existing Project
LAaRt, Width Depth Depth
soon
NOME
2--MEN
NONE
mom"/-;
901
See Plan
Revised 03195
1. EXCAVATION
a. 'Amount of material to be excavated from below
MHW or NWL in cubic yards 1 a, 768 CY
9 200 CY — Existin bas'n footprint dredging
b. Sahnee of material to be a%avatep
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 13,405 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Adjoining Wayfarers
Cove Builders, LLC
b. Dimensions of disposal area3 r 000 LF * 50 r Wide,
3.44 AC. 35,873 CY total spoil to be disposed
offsite.
c. Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from the
owner. See attached letter — Owned by
Wayfarers Cave Builders, LLC
d. Will a disposal area be available for future
maintenance? x— Yes No
If yes, where? Same dis22sal area as de icted.
verage --

Form DCM-MY-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ,_L_ No
f. Does the disposal include any area in the water?
Yes X _ No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Rpprap
b. Length 3,272 Linear Feet
c. Averase distance waterward of MHW or NWL
2 Feet
d. Maximum distance waterward of MHW or NWL
75 Feet
e. Shoreline erosion during preceding 12 months
None — Bulkheaded
(Source of infomiadoR) Visual Observation
f. Type of bulkhead or riprap material
Vinyl sheet pile
g. Amount of fill in cubic yards to be placed below
water level
(1) R•sprap None
(2) Bulkhead backfill 2, 739 CY
h. Type of fill material Sand
L Source of fill material On —site fill
4. OTHER FILL ACTrVITIES
(Excluding Shoreline Stabilisation)
.3 W's11 fill r+m?tnri'l ha $Nr_""ht to e4m')
Yes X No
Rfy ed 03195
If yes,
(1) Amount of material to be placed in the
water N/A ,
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes x_ No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
Silt fencing and other erosion control
devices.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe, Hvdraulic Dredae, Dumn—Truc
H draulic Dred e
c, Will wetlands be cr;ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Minnesott Beach Holdings, LLC
'i ks, /Maria er
Applicant or 1V
Signature
�1SoC�
Date
Brad Rice, Presid
Minnesott Golf and Co try Club

Form DCM-MP'4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1)
____ Commercial _Community X Private
(2)
Number 10
(3)
Length Varies — See Plan
(4)
Width Varies — See Plan — 8' Max
(5)
Finger Piers X Yes No
(i) Number 66
(ii) Length 45' Max
(iii) Width 6 Max
(6)
Platform(s) _X - Yes No
0) Number 7
00 Length 78.5' to 88.0'
(iii) Width 6'
(7)
Number of slips proposed 152
(8)
Proximity of structure to adjacent ri?arian
property lines Inland Basin > 15
(9)
Width of water body Varies — 205' Max
(10)
Water depth at waterward end of pier at
MLW or NWL 7' — 8'
(11}
Country Club Area 6' W * 350' Long
b. Boathouse
(including covered lifts) N/A
(1)
Commercial Private
(2)
Length
(3)
Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length (s)
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) — Commercial —Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
Width of water body
(5)
Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boat]ift mooring piling ,etc.)
(1)
_ Commercial —Community — Private
(2)
Number .65
(3)
Length 30'
(4)
Width 10" Diameter Wood
g. Other rave camakre desrrhydcmj
1. Haulout Travelift Pier System
(2) Walkways 6 Wide ' * 60".. Long
(2) Marine mail Piers 5 Wide * 60 Long
Minnesott Beach Holdings, LLC
Tbm-Hiaks,M
Applicant
Signature qhm-16
Date
Brad Rice, Presider
Minnesott Golf and C untry Club
Revised 03195

Form DCM-MP-d
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
I. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public X Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is. residential development associated with
the marina, stow many units or lots are planned and
how many are curreotly developed?
.91-Units proposed, none developed
d. Check all of the types of services to be provided.
X Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X, Dockage ('wet slips") only
Number of slips 152
X Dry storage
Number of boats 28 In Boat Yard Area)
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runab-out, charter boats, sail boats, mixed
types) 30' - 50' Sailboat
30 =750 Powerboat
Slips 55, 70, 85, 100, 115, 130,
Rerised QXK 145 Moor Boats 65 to 70 Feet
g. Typical boat length 35' - 50'
h. Maximum boat length, 70'
i. Are any floating structures planned? Yes
If so, describe
Sound Marine, Inc. Floating Dock
system
2. MARINA OPERATIONS
Check each of the following sanitary. facilities that
will be included.in the proposed project.
X Office toilets
X Toilets for patrons
Number 5
Location Dockmasters Office
X Showers
X Boat holding taste pumpout
Type and location In Dockanasters Office
b. Describe treatment type and disposal location for all
sanitary wastewater.
On -site wastewater treatment system
with subsurface disposal.
c. Describe the disposal of solid waste, fish offal and
trash disposal.
Public trash service - Minnesott
Beach Municapa ity
d. How will overboard discharge of sewage from boats
be controlled?
Close-d head si , razzd= check;,
visuai observations y staff
e. Give the location and number of 'No Sewage
Discharge' signs proposed. At head of each
dock. See plans for location. (11 Total)

rm DCM-1?.6
f. Describe the Special design, if applicable, for
containing industrial ,type pollutants, such as paint,
saarblasting waste and petroleum products.
Hazafdous material story a shed foal
EM-.coritainmenE, marina yard -
operations plan_
g. Where will residue from vessel maintenance be
disposed of ? Recyclers where aaAlicable
h.
M
o. Is the marina proposed
secondary nursery area?
withi1.n primp r •'
Yes
p. ' Is 'the marina proposed within an ar en tr. .
sbeilfisls barvestiag? Yes
q. Give the location and nuinber of *Pumpout
Available' signs proposed. See Plans
Mihnesott Beach Holdings, LLC
Tom Hicks, /Manager
App3iaa r
Give the number of channel markers and. 'No turc
'� 1 " No Wake°
Wake' signs proposed: l fad
No New Channel Markers Proposed
Give the location of fuel -handling facilities, and Date
describe the safety measures planned to protect area
water'qualittyy Ir o 5 ipuel activiti ] lye Iocatod in
area outboa41, and.142.
s to be double walled and located'
adjacent -to pumps at head of gangway near,.
L elsc�ibj` 41 426asures that pibmote boat basin
flushing or circulation and that reduce water quality.
imoacts, Prepared b Larxi l+�ariagement
Grou Inc
k. Wbat will be the marina policy on overnight and
live -board dockage? Overni ht docica e will
be allowed. No liveaboards allowed.
1. 'Is the proposed marina located near any shellfish
leases? _Yes __I- No ..
If yes, give the name and address of the leaseholder.
m. If this project is as expansion of an existing marina,
what types of services are corn dy provided?
Boat yard, haul out, maintenance,
-
fuel, wet slips, dry slips
n. How many slips are now available? 151
See attached existing slip count.
Remised 03M
Brad Rice, Presiatjt
Minnesott Golf and Country Club

ADJACENT RIPARIAN LANDOWNERS
Thelhert T. James, Jr.
244 River Drive
Arapahoe, NC 28510
2. James and Julie McDonald
76 Beach Drive
Arapahoe, NC 28510

i
ter;
•.�s
November 7, 2006
To Whom it May Concern:
Kevin Avolis, P.E. of Avolis Engineering, P.A. is hereby authorized to act as representative on
the submittal and processing of the CAMA Major Permit application of Minnesott Beach
Holdings, LLC for modification of permit No. 104-84.
ly yours,
2
Tom HicIcs, Manager

Mr. Stephen Lane S'f P 3 �a
North Carolina Department of Environmental and Natural Resources Uf?`
Field Representative �p ,
Division of Coastal, Management
400 Commerce Avenue
Morehead City, North Carolina .28557
Re: CAMA Major Permit Application of Minnesott Beach Holdings LLC for
modification of Permit # 109-84
Dear Mr. Lane:
This is to advise you that the Minnesott Golf & Country Club, Inc. agrees that
Minnesott Beach Holdings LLC shall be permitted to perform work described in the
LAMA Application in the Alligator Gut channel entrance to the Wayfarers Cove Marina
basin (formerly the Minnesott Beach Yacht Basin) in accordance with the existing
Easement Deed granted by Minnesott Golf & Country Club to Keith A. Wolfenbarger
and Judy E. Wolfenbarger recorded in Deed Book 200, Page 152 in the Registry of
Pamlico County, North Carolina.
Very truly irs.
Brad Rice, President
Minnesott Golf & Country Club. Inc.

irOfw-2-,+—,(70'J y ? /sib d , s' �. t
Mr. Stephen Lane 'SFF+ M;�.. ' ;; J'
North Carolina Department of Environmental and Natural Resources " )6.
Field Representative Lq
Division of Coastal Management 'dam
400 Commerce Avenue
Morehead City; North Carolina 28557
Re: CAMA Major Permit Application of Minnesott Beach Holdings LLC for
modification of Permit # 109-84
Dear Mr. Lane:
This is to advise you that Wayfarers Cove Builders LLC agrees that Minnesott
Beach Holdings LLC shall be permitted to perform work described in the CAMA
Application in the property described in the North Carolina General Warranty Deed
recorded in Deed Book 450, at Page 353 in the Registry of Pamlico County, North
Carolina contiguous to the north border of the Minnesott Beach Holdings LLC property.
ZeT'7,yp.
Tom Hicks, Manager
Wayfarers Cove Builders LLC.

Zn7'omgw AVOLIS ENGINEERING, ' P.A.
P.O. Box 15564 New Bern, North Carolina 28561 • [phone]
SEP 2 8 2606
Morehead City DCM
September 18, 2006
Mr. James McDonald
Mr. Julia McDonald
76 Beach Drive
Arapahoe, NC 28510
RE: CAMA Permit
Wayfarers Cove, Arapahoe, North Carolina
AE Project No. 05125
Dear Mr. & Mrs. McDonald:
Enclosed please find a copy of the above -referenced permit application for the referenced project
which is to be constructed on the nrr►n,-rtcr ad;­F.- - -- - ' ^ Minnesott Beach Holdings
:nned action. Please direct
• tephen Lane, CAMA
.s Complete Items 1, 2, and 3. Also complete
Item 4 Restricted Delivery is desired.
Print y r name and address on the reverse
s , that a ca *stum the card -to you.
m. Attach Is card to the back of the mdilplece,
or on the front It space permits.
1. Article Addressed to:
toL �
�G-P�`��
A ❑ Agent'
X;M—W
0 Ad'dre
Recelved'-tiyr (16dnted Name) C, Ca of De
�cJ �
ID,'Is delivery'addrese different frot item 1? ❑Yes
If YES, enter delivery address below:. ONO
'ipt of this notice.
s. Service I" °sitate to call either myself
P;Certified Mail O,.Express Mall. y
❑ Registered ' Cb6eturn;Receipt for Merchandise
❑,Insured Mall O-C.o.Di
.4. Restricted Delivery?, {Extra. FeeJ 0 'Yes
2. Article -Number. " I 7 0 0 5 1820 0002 4? 61 8119
(transfer from sarvlcd fabeQ
PS Form 381,1,, February 2044
vin Avolis, P.E.
Vie -President
Domestic Return Receipt'

(73
September 19, 2006
AVQLIS ENGINEERIN
P.O. Box 15564 •New :m�_,No-rthCatO
Mr. Thelbed T. James, Jr.
244 River Drive
Arapahoe, NC 28510
RE: CAMA Pernnit .
Wayfarers Cove, Arapahoe, North Carolina
AE Project No. 05125
Dear Mr. lames:
py o£ the above -referenced permit application for the referenced project
Enclosed please find a co
constructed on the property adjacent to your property. Minnesott Beach Holdings
which is to be _ ...a.+., nwners of the planned action. Please direct
..._ _ _ ephen Lane, LAMA
M corsiplgte items 1,•2, and-3..Also complete
'It 4 If Restricted flelivery Is deslred.
■ P t your-Aame and address on the reverse
s hat we can return the card to you.
1 A ch this card to -the back of the.mallpfece,
or n the front ff space"pelmlts:
Mlcle Addressed to:
r9_ Nc 2�rs�
�` i 3. ervice Type
cycertl9ed man
0 Registered
•D-Ineured Mall
4. Restr[cted Delfvi
A. Signature
X 74-
_D;Agent ©:AdZ
S. Received ay (Printed Name) TS-1bowlRo
D. fs delivery"addr9ss diferentfmrri1em 17' fl Yes
If YES, enter dolyery address below,, L7 No
0 Express Mall"
�Fietpm f%aelpi€arMdreFiendfs6
3 c.o.o.
i (Frbs Fee). O:Yes
4rticleNumber 7005 1820 0002 4761 8102
'hansfer, from ssrvlce..label)
Form 3811, Februar.YJ2064 Domestic Retum Receipt sozsas oz•M =sac.
e ' Avolis, P.E.
lc -President
:eipt of this notice.
hesitate to call either myself

ZOAU11
July 11, 2005
RT A _.
NC Department of Environment and Natural Resources
934 Washington Square Mall
Washington, NC 27889
ATTN: David W. Moye
Dear Mr. Moye;
P o
851�
A?
The proposed Wayfarers Cove Marina Property is in compliance with the Town of
Minnesott Beach Zoning Ordinance.
If you need additional information, please let us know.
Sincerely,
Ray Lee
Mayor

fzck("m11v61CAL-
�d+46 rya
r�
K
0p1
s
Michael F. Easley, Governor
Liabeth C. Evans, ScereClry
Jeffrey J. Crow, Deputy secretary
April 13, 2006
MEMORANDUM
North Carolina Department of Cultural. Resources
State Historic Preservation Office
' Peter5.5andbcck Adrninistrator
Office of Archives and History
Division of Historical Resources
David Brock, Director
TO: David W. Mope
Express Permits Coordinator
Washington Regional Office
FROM: Peter Sandbecl�'
SUBJECT: Minnesott Beach Holdings, LLC, Wayfarers Cove, Pamlico County, ER 05-1649
We have reviewed the archaeological survey report by Dr. H. Trawick Wazd of Advance Archaeological
Assessments, Inc. for the above project: and offer.the following comments.'
The archaeological survey was conducted of the two azeas identified as likely to contain Native American
archaeological sites. During the course of the survey, no Native American or historic archaeological sites
were located vvithin the project area. . Due to the absence of cultural resources, Dr. Ward has recommended
that no further archaeological investigation be conducted in connection with this project. We concur with
this recommendation since the project will not involve significant archaeological resources.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Couricil on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Pazt 800,
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environrxiental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above -referenced tracking number.
cc: Tom Hicks, Minnesott Beach Holdings
Dr. H. Trawick Ward, Advance Archaeological Assessments, Inc.
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh IJC 4617 Mail Senice center, Raleigh NC 276995617 (919)7334763/73M653
RESTORATION 515 N. Blount Scrcet, Aalcigh NC 4617 Mail Senice at Bret, Raleigh NC 27699�4617 (919)73:}6547/71 seaM
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mail Seniee center, Raleigh NC 2769W-17 [phone]/715-48(1

7..
QVC
Rw Pa
Ll
�C7
S
Sc� ANP
if
`5
110
ti

SE..1��,, �I f
T' Pi;Q
PO W TVL .
39.3 �
PO
30
��..
l0i4�. SC ,PS
i

EFFECTIVE APRIL 1, 2005
WAYFARERS COVE MARINA COMPANY
RULES OF THE MARINA
APPLICABLE TO ALL SLIP HOLDERS-SIGNRQG YOUR RENTAL
AGREEEMENT CONSTIT[JTES YOUR UNDERSTANDING OF AND
AGREEMENT TO THE TERMS OF THIS DOCUMENT
The following Rules apply to each Slip Holder ("Owner") and his/her servants, agents,
guests and invitees, and to the boat(s) and other personal property of Owner while in or
on the Premises of Wayfarers Cove Marina in Minnesott Beach, Pamlico County, North
Carolina, and replaces all prior Rules published by the Marina prior to the date shown
above.
To be admitted to and remain in or on the Premises, each vessel must be:
(a) used for pleasure only;
(b) property registered or documented;
(c) equipped and maintained in accordance with law and normal marine standards
of safety;
(d) kept in seaworthy condition at all times; and
(e) insured as required by these Rules.
2. Owner is expected to record serial numbers and descriptions of his/her boat(s) and
equipment that is located in or on the Premises and may be subject to theft. Owner will
report to Marina staff the existence of any suspicious motor vehicle, person(s) nr.vessels
within the Premises. Owner agrees that he/she will immediately notify Marina of any
change of address, telephone or fax number or email address from that shown on the
Application.
3. Owner agrees to provide Marina with a complete set of hatch and ignition keys
(or lock combinations) for entrance to Owner's boat(s) berthed in or on the Premises.
Marina will allow no one other than appropriate Marina staff on board any vessel for any
reason without prior authorization from Owner. Owner shall advise Marina if any one
other than Owner is to be granted access to his/her boat(s).
4. OWNER AGREES TO USE EVERY REASONABLE MEANS OF FIRE
PREVENTION ON OR ABOUT HIS BOAT(S), INCLUDING WITHOUT
LIMITATION:
(A) NO SPACED/ELECTRICAL HEATERS ARE TO BE RUNNING WHEN
OWNER IS NOT ABOARD.
(B) NO ELECTRICAL DEVICES OF ANY SORT INCLUDING LIGHT BULBS
ARE TO BE ON WHEN OWNER IS NOT ABOARD. (LIGHJT BULBS MAY
NOT BE BURNED DURING THE WINTER MONTHS TO HEAT THE
BOAT.)
(C) BOATS ARE TO BE FUELED AT THE FUEL DOCK; FUEL CONTAINERS
ARE NOT TO BE TRANSPORTED ABOUT THE PREMISES.

EFFECTIVE APRIL 1, 2005
(D) NO FIRES ARE TO BE STARTED ANYWHERE ON DOCKS OR FINGER
PIERS OR IN THE VICINITY OF BOATS, BUILDINGS OR MOTOR
VEHICLES.
5. Owner agrees that Marina shall have alien for unpaid slip rental charges,
additional fees and other indebtedness of Owner to Marina on (a) Owner's boat(s) located
in or on the Premises and on boat trailers and (b) all -other personal -property of Owner
located in or on the Premises or used in connection with the Slip. The foregoing lien is in
addition to all other liens or remedies provided by law. Owner agrees he/she will not
remove his/her boat(s), trailers or other property from the Slip or from the Premises
during the Term and thereafter until all delinquent accounts payable to the Marina under
this/her rental agreement are paid in full. Before or after termination of thisiher lease,
Marina may take possession of Owner's boat(s), trailers and personal property to satisfy
any lien Marina may have against said boat(s), trailers or personal property, and Marina
may forthwith sell such boat(s), trailers and personal property at private or public sale
following mailing notice of sale to Owner at the address shown on the Application.
Marina shall not be liable to Owner or to any other person or entity for exercising its
rights under this paragraph 5.
b. Marina's self help remedies under paragraph 5 above shall include but not be
limited to hauling Owner's boat(s) from the water and placing the same in dry storage
until the lien is satisfied. In such event, and in any event after the Tenn, Marina may
remove any boat or other personal property from the Slip with or without legal process
and store such removed boat or personal property at any location at Owner's sole
expense. Marina shall have no liability to Owner or any other -person or_dntity.for:such
removal or storage or for any damage caused to such boat or personal property during or
by reason of such removal or storage.
7. Owner agrees and covenants that he/she and his/her servants, agents, guests and
invitees will conduct themselves and operate their boats, motor vehicles, equipment, tools
and other property at all times in and about the Premises in a prudent and orderly manner
and in such a manner as to not create any annoyance, hazard or nuisance to in or to the
Premises or to other slip holders or residents of the Premises. Owner hereby agrees that
Owner, his/her servants, agents, guests and invitees will at all times when on the
Premises or on Owner's boat(s) within the Premises comply with all these Rules, and
with any other Rules hereafter promulgated by Marina and published to Owner. Owner
further covenants that while in or on the Premises or on Owner's boat(s) within, the
Premises he/she and his/her servants, agents, guests and invitees will comply with all
applicable laws, ordinances and regulations, including without limitation all applicable
rules and regulations promulgated by the U.S. Coast Guard and the North Carolina
Department of Environment and Natural Resources.
8. The Premises lie within a residential area. Owner will at all times respect the
privacy and property rights of these residents and Owner, his/her servants, agents, guests
and invitees are prohibit from trespassing on such residential property and/or related
facilities.

EFFECTIVE APRIL 1, 2005
9. Owner will keep his/her area of dock and pier free of litter, hoses, dock lines,
cleaning materials, tools and maintenance materials, dinghies, boat supplies and other
property of Owner. Owner will limit all storage of property to his/her dock box or on
his/her boat(s) if he has no dock box. Dinghies will be stored on dinghy racks provided
on the Premises and designated as Owner's dinghy rack. Owner will clearly mark his/her
dinghy with appropriate identification.
10. Owner„ his/her agent, guests and invitees will assist in keeping the Premises neat
and clean at all times, including restroom facilities, washer and dryer facilities, shower
facilities, the Premises grounds,.the beach area, the lounge area and all other areas and
facilities in ,or on the Premises that are made available to Owner. Owner will not litter
and/or leave any area of the Premises in an unkempt condition.
11. Owner will ask Marina staff for permission to use the fireplace before using same
and use it with normal safety procedures and caution. When owner or his/her servants,
agents, guests or invitees discontinue use of such facilities, owner will turn off lights,
TV, close doors and windows, and clean up after himself and his/her servants, agents,
guests and invitees. Owner will immediately report any damage or misuse of such
facilities, as well as any malfunctioning plumbing, electrical service, water service, or
other systems or facilities, to Marina staff.
12. Owner agrees to use shoreside sanitary trash facilities and pump out station as
necessary to dispose of trash, garbage and holding tank material, owner.will-notdispose
of spend engine oil in or on the Premises without express direction from Marina staff.
13. Children of Owner and his/her servants, agents, guests and invitees under the age
of 15 are not to use the lounge, porch, store, or other Marina common facilities for social
gatherings Excessive noise, running about the piers and other disturbances will not be
tolerated. OWNER SHALL STRICTLY SUPERVISE CHILDREN AT ALL TIMES IN
AND ON THE PREMISES, MARINA TAKES ABSOLUTELY NO
RESPONSIBILITY FOR CHILDREN OF ANY AGE LEFT ALONE IN OR ON THE
PREMISES. CHILDREN UNDER THE AGE OF 15 WILL BE TAKEN�,WITH
PARENTS WHEN PARENTS LEAVE THE PREMISES TO GO BOATING OR
OTHERWISE. CHILDREN OF OWNER AND HIS AGENTS, GUESTS AND
FNVITEES UNDER THE AGE OF 15 WILL AT ALL TIMES WHILE IN OR ON THE
PREMISES BE ACCOMPANIED BY AN ADULT. OWNER ASSUMES FULL
RESPONSIBILITY FOR SEEING THAT CHILDREN AND ALL OTHERS OF HIS
AGENTS, GUESTS AND INVITEES WHO ARE UNABLE TO SWIM SHALL WEAR
LIFE JACKETS WHEN ON BOARD AND/OR AROUND DOCK AND SLIP AREAS.
14. Advertising and soliciting of any kind are not permitted in any part of the
Premises. This/her includes "FOR SALE" signs on vessels berthed or in dry storage in or
on the Premises without prior written approval by Marina.

EFFECTIVE APRIL 1, 2005
15.Owner may not sublet the Slip or assign any interest under this rental agreement.
without obtaining prior written consent of Marina, which may be withheld, delayed or
denied by Marina in its sole discretion.
16. No vessel shall be chartered or rented from the Premises for a fee.
17. Owner will not pump overboard waste or fuel into the Marina basin. Owner will
not empty portapotties into shoreside toilets or other restroom or convenience facilities.
18. Owner acknowledges that Marina has provided certain common facilities for use
by Slip holders, their servants, agents, guests and invitees, including dock facilities, a
lounge/TV room, toilets, showers, and clothes washers and dryers, and Owner agrees and
covenants that he/she and his/her servants, servants, agents, guests and invitees will not
abuse such facilities, will follow common courtesies in sharing such facilities with others,
will clean up after using such facilities, will follow all posted instructions regarding use
of such facilities, and will notify Marina immediately of any malfunction of or damage to
such facilities.
19. Marina does not guarantee that electrical, water and other utility service will be
uninterrupted. Electrical as well as water and other service shall be shut off as deemed
necessary by Marina in its sole discretion in matters of safety ,extreme weather, high
tides, and other dangers . Resumption of service will be at Marina's sole discretion.
Marina reserves the right to charge for the electrical use consumed by heaters, air
conditioners, power tools and other appliances onboard, or to meter a vessel.'.s. electrical
usage.
20. Reverse polarity and electrolysis caused by the Owner's boat(s) in the water are a
great danger to his boat(s) and to other vessels in the area. Owner will use only
acceptable marine electrical connectors. All shoreside adapters and dockside plugs must
be equipped with an acceptable ground and weather proofing. In 220 V/50 amp systems
the neutral leg does not constitute a ground. OWNER WILL PLEASE CHECK WITH
THE YARD MANAGER IF HE/SHE IS HAVING, OR SEEMS TO HAVE,
DOCKSIDE/ONBOARD ELECTRICAL PROBLEMS.
21.OWNER ACKNOWLEDGES HIS/HER AWARENESS THAT MARINA IS
NOT OBLIGATED TO AND WILL NOT PROVIDE GUARDS OR SUPERVISION AT
THE MARINA TO POLICE THE SLIP, OWNER'S BOAT(S), BOAT TRAILERS,
MOTOR VEHICLES OR OTHER PROPERTY OR THE CONDUCT OF PERSONS
ON THE PREMISES OR THE CONDITION OF INSTRUMENTALITIES PLACED
ON THE PREMISES BY OWNER OR OTHER RENTERS OF SLIPS AT THE
PREMISES. Owner specifically acknowledges that he/she has inspected and will
continuously inspect the Slip and walks and ramps leading to the Slip and agrees that
he/she will promptly report any dangerous conditions to Marina and will post a notice of
such dangerous condition at the location of same so as to alert other persons to the
perceived danger.
4

EFFECTIVE APRIL 1, 2005
22. Owner assumes sole responsibility for all mooring and dock lines and other
methods 'of securing his/her boat(s). Marina will not be liable for damage to vessels
(Owner's and others) or Marina property due to Owner's mooring or.dock securing
procedures.
23. In the event of severe storms, hurricanes, extreme tidal changes or other "Acts of
God". Owner has sole responsibility for taking all emergency procedures possible to
prepare his/her boat(s) and other property for such events. Marina assumes no liability
for' damages to or protection of Owner's boat(s) or other property under these conditions.
24.Owner agrees that Marina and its servants and agents may enter upon Owner's
boat(s) located in the Slip or otherwise in or on the Premises when a violation of these
Rules has occurred or to replace and/or secure or resecure mooring lines, dock lines and
other means of securing such boat(s), or to move and/or enter such boat(s) to correct any
condition on such boat(s), in the event of storm, tidal or other severe conditions, or
otherwise at any time and in any event that Marina determines in its sole discretion that
the safety or well being of such boat(s), the Slip, the Premises or other boats or property
in the Premises is at risk due to the condition of such mooring lines, dock lines, other
such means of securing such boat(s) or to the condition of such boat(s). Owner agrees
that Marina shall not be liable to Owner or to any other person or. entity for any loss,
injury, or damage to person or property relating to such actions by Marina, its servants,
agents, guests and invitees described in this/her paragraph 6, and shall hold Marina, its
servants, agents, guests and invitees harmless frosn and against any such loss, injury or
damage. Owner further agrees that any costs associated with such action by Marina, its
servants, agents, guests and invitees shall be the sole responsibility of Owner and shall be
invoiced and paid in accordance with the Slip Rental Agreement.
25. Marina may temporarily or permanently move Owner's boat(s) to a comparable
Slip in the Premises at any time with advance notice to Owner; provided that Marina may
move said boat(s) without notice or the knowledge of Owner in case of an emergency in
Marina's sole judgment or if Marina has attempted but failed to communicate such action
to Owner.
26. Owner agrees that Marina shall not permit any contractor or other person who is
not engaged by or through Marina to perform work on Owner's boat(s) located in or on
the Premises. Owner agrees that he/she will not engage or permit any such contractor to
perform work in or on the Premises. Marina will not approve outside contractor work
that can be done in Marina's services yard.
27. Major alterations and repairs will not be done in Owner's slip. Owner will use the
work dock at Marina's repair yard for such alterations or repairs. The manager of the
repair yard shall be contacted regarding to approve and schedule such access to the repair
yard. OWNER UNDERSTANDS THAT NO ONE 1S TO BE IN THE REPAIR YARD
UNLESS HE HAS BUSINESS THERE, NOR SHALL OWNER, HIS SERVANTS,
AGENTS, GUESTS OR INVITEES BE IN THE VICINITY OF ANY EQUIPMENT IN

EFFECTIVE APRIL 1, 2005
USE IN THE YARD. CHILDREN ARE NOT PERMITTED IN THE REPAIR YARD
AT ANY TIME FOR ANY REASON.
28.OWNER MUST CLOSELY SUPERVISE THE USE OF ANY EQUIPMENT,
MACHINERY, TOOLS OR MATERIALS USED IN OR ON THE PREMISES BY
OWNER OR BY HIS/HER. SERVANTS, AGENTS, SERVANTS, GUESTS AND
INVITEES, AND SAME SHALL BE USED AT THE SOLE RISK OF THE PERSON
OR PERSONS USING OR OPERATING SAME. OWNER AGREES TO HOLD
HARMLESS AND INDEMNIFY MARINA FROM ANY AND ALL LIABILITY AND
CLAIMS RELATING TO SUCH USE OF EQUIPMENT, INCLUDING WITHOUT
LIMITATION ATTORNEY FEES AND LEGAL COSTS ACTUALLY EXPENDED
BY MARINA, IN DEFENDING SUCH LIABILITY OR CLAIMS ASSERTED BY
OWNER, HIS/HER SERVANTS, AGENTS, GUESTS, OR INVITEES OR FROM
THIRD PERSONS, ARISING FROM USE OF SUCH EQUIPMENT, MACHINERY,
TOOLS OR MATERIALS.'
29.Owner agrees that he/she is liable for all damages whatsoever to the Premises and
all Marina facilities and property located in or on the Premises and to all other vessels or
persons or property in and about the Premises caused by Owner, his/her boat(s), boat
trailers, motor vehicles or other equipment or property used, operated or controlled,
directly or indirectly, by him/her, or by his/her servants, agents, guests or invitees, and
Owner agrees to indemnify and hold Marina harmless from all claims for such damage,
including without limitation attorney fees and legal costs actually expended by Marina in
defending itself or the Premises.
30. Owner's storage and use of his/her boat or other activities of Owner and his/her
servants, agents, guests and invitees at or about the Premises shall be at the sole risk and
expense of Owner and such persons. Marina shall not be liable to Owner or to any other
person or entity for any loss, injury, or damage relating to transportation, hauling, storage
or use of Owner's boat, boat trailer, motor vehicle or other property in or on the
Premises, or for the actions of Owner or his/her servants, agents, guests or invitees from
or in connection with any cause whatsoever.
31. Marina does not accept any responsibility for damage to persons or property
caused by any person or entity in or on the Premises except that which is caused directly
by Marina or its employees, servants or agents and which is not otherwise exculpated
under these Rules. Owner agrees that the entire responsibility of securing of his/her
property (including boats) from vandalism, foul weather and all other risks or exposure is
the sole responsibility of Owner, and Owner hereby holds harmless Marina and its
employees, servants, agents, guests and invitees from and against any such responsibility
and damages or claims of any nature deriving therefrom.
32. Owner shall have his/her boat(s) fully insured at all times with complete hull
coverage and standard marine indemnity and liability coverage, and shall provide a copy
of such policy to Marina prior to commencement of the Term and prior to any extension
thereof, but not less frequently than annually.
0

EFFECTIVE APRIL 1, 2005
33. Owner agrees to learn and use the "Horn Rule"; i.e., signal used by vessels within
the waters of the Premises for purposes of ensuring safety in passage through the entrance
channel. This rule is posted in the Harbor Master's Office.
34. If dredging or other channel maintenance is in progress, Owner agrees to check at
the Harbor Master's Office regarding use of the channel during such dredging operations.
Owner and his/her servants, agents, guests and invitees will stay away from equipment,
spoil pit and drains and abide by restrictions on parking and beach access and use of other
areas involved in the dredging process. ANY CONSTRUCTION SITE IN OR ON THE
PREMISES IS "OFF LIMITS" TO OWNER AND HIS/HER SERVANTS, AGENTS,
GUESTS AND INVITEES.
35, Owner agrees to abide by any posted speed limits and other traffic restrictions in
or on the Premises, Owner agrees to generally drive less than 15 miles per hour and with
all due care in and on the Premise. Motor vehicles are to be kept off grassy areas and
parked only in designated parking areas.
36. DOGS ARE NOT TO BE PERMITTED TO RUN FREELY IN AND ON THE
PREMISES AND MUST BE KEPT UNDER OWNER'S CONTROL AT ALL TIMES
AND LEASHED, IF DEEMED NECESSARY BY MARINA AT ITS SOLE
DISCRETION, OWNERS WILL BE HELD RESPONSIBLE, FINANCIALLY AND
OTHERWISE, FOR DAMAGES CAUSED BY PETS TO OTHERS AND THEIR
PROPERTY, OR TO MARINA PROPERTY.
37. Owner agrees that Marina shall have no liability to any person or entity because
of the enforcement or failure to enforce any terms of this rental agreement, or any law,
ordinance, rule or regulation applicable to the Premises or to any person or property
thereon. Owner agrees to indemnify and hold Marina harmless from all claims for any
such liability or damage, including without limitation attorney fees and legal costs
actually expended by Marina in defending itself or the Premises with respect to the
breach of any covenant under this rental agreement.
38. All capitalized terms used but not defined herein shall have the meaning ascribed
to them in the Wayfarers Cove Slip Rental Agreement standard form.
7

NCDENR
North Carolina Department of Environment and Natural Ref ces
Division of Coastal Management�y�
Michael F. Easley, Govemor Charles S. Jones, Director Wili'ram G. Ross etary
11
22 August 2005 °`.-�
CERTIFIED MAIL 7003 3110 0002 0605 8914
RETURN RECEIPT PEQUESTED
Wayfarers Cove
Minnesott Beach Holdings, LLC
C/o Mr. Tom Hicks
1107 Bennett Road
Axapahoe, NC 28510
Dear Mr. Hicks:
The enclosed permit, constitutes authorization under the Coastal Area Management Act, and where
applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored)
form is retained by you and it must be available on site when the project is inspected for compliance, Please sign
both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and
proceeding means you have waived your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-
121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty
(20) days of this decision on your permit. You should also be aware that 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 worts 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 would be to your benefit to be sure that he fully
understands all permit requirements.
From time to time, Department personnel will visit the project site, To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning
permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time
for assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal
resources.
Enclosure
Very sincerely,
David W. Moye
Express Permits Coordinator
252-948-3852
943 Washingion Square Mail, Washington, North Carolina 27889
Phone: [phone] FAk 252.948-0478 1 Internet www.n=astalmanagement.neV
An Equal Opportunity l Affirmative Action Employer - 50% Recydad 110% Post Consumer Paper

Permit Class Permit Number
NEW (Express Permit Program) 132-05
y STATE OF NORTH CAROLINA`��
Department of Environment and Natural Resources
and {a
Coastal Resources Commission ��P tip.
.,Per
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118 Y
Excavation and/or filling pursuant to NCGS 113 229
Issued to Wayfarers Cove, for Minnesott Beach Holdings, LLC, 1107 Bennett Rd, Arapahoe, NC 28510.
Authorizing development in Pamlico County on the Neuse River at Minnesoit Beach off SR 1121_(Bennett Rd)
at the Wayfarers Cove Marina near Arapahoe, as requested in the permittee's application dated 07/08/2005,
including the attached workwCS, C1 to C7 and C16 to C20 all dated 07/11/2005
This permit, issued on August 22 2003. 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
onment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes construction of 20 condominium units, 48 town
homes, 23 single family lots, a commercial building, community center, pool,-boatyard,_dc ckmaster/,ship
store, access roads and parking areas, and riprap along the erosion escarpment of Wayfarers Cove, all as
depicted in the permittee's application and workplan dravtiings referenced above.
2) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 50 feet of the normal water level unless specifically exempted by Environmental Management
Commission (EMC) Neuse River Basin buffer regulations in place at the time of such development
Contact a representative of the Division of Water Quality at 252-946-648I in reference to informazion
on the Neuse River Basin buffer.
(See Attached Sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance'as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
r December 31, 2008
I In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Siped by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Charles S. Jones, Director it
Division of Coastal Management
v A
This permit and its conditions are hereby accepted,
r:
i
Signature of Permittee

Permit Class
TRANSFER
1o.A Wtv,
Permit Number
109-84
RENEWAL/MAINTENANCE 5 STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
,Vertu it ts
c
for CD
X Major Development in an Area of Environmental CoEe
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to- Minnesott Beach Holdings'LLC 1107
Arapahoe, NC
m
Authorizing development in Pamlico County at the Neuse River, Alligator Gut
as requested in the permittee's letter dated 3/18/05
This permit, issued on _ .Tune 7, 2005 , 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.
1) This transfer/renewal shall be attached to copies of the following attached permit documents, which
include all application forms and workplan drawings:
a. Permit 109-84, issued to Keith A. Wolfenbarger on 6/18/84,
in
b. The 4/12/85 minor modification/renewal,
c. The 4/22/88 minor modification,
d. The 5/20/88 minor modification,
e. The renewals of 4/3/89, 2/23/90, 2/7/91, 3/29/95, and 3/29/00
2) Copies of all referenced documents shall be readily available on site when Division representative
inspects the project for compliance. In accepting this permit transfer, the new permittee agrees that
all conditions and stipulations of the active permit .remain in force.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance,
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
,duly 31, 2010
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
� C arles S. Jones, Director
Division of Coastal M- anagement
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina apees
that your project is consistent with the North Carolina Coastal
Management Program.
Si nature of Permittee

Wayfarers Cove - ff2
Minnesott Beach Holdings, LLC Page 3 of 3
ADDITIONAL CONDITIONS
,f 1 ,.
11) All back ill material shall be obtained from a high ground source and confined behind the permitt
riprap retaining wall.
Archives and History -
12) Prior to the initiation of any land -disturbing activities authorized by this permit the permittee shall, in
coordination with- the N. C. Department'of Cultural Resources (NCDCR), develop and implement an
archaeological survey of the proposed project area. Initiation of permitted land -disturbing activities
shall not begin until written approval is obtained from NCDCR, and a copy of such approval has been
received by the Division of Coastal Management.
ADDITIONAL CONDITIONS
General
13) This permit does not authorize the excavation or filling of any wetlands or open water areas, even
temporarily.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permirtce's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to cornmencemeni of any s,.ich
activity for this determination.
NOTE: The permittee and/or his/her contractor is urged to meet with a representative of the Division
.prior to project initiation.
NOTE: The U.S. Army Corps of Engineers has assigned this project COE Action ID No. 200511690 and
Issued General Permit No. 198000291 on 08/15/2005.
I

,71
Permit Class lumber
5th RENEWAL 0-101
0t
NANCE 5 STATE OF NORTH CAROLINA 00
Department of Environment a and Natural Resources
6;WJ ,.•K.
Coastal Resources Commission ,..
'Ve.r
M.'t.
for',r;,
X. Major Development, in an Area of Environmental Concern .
pursuant to NCGS 113A-118 . '
X Excavation and/or fil4ng.pursuant to NCGS 113-229 .
>ssued Keith A. Wolfenba' rger, Mi "esott BeachNacht Basin;T.;0. Box 128, Arapahoe; NC 28510
Pamlico the Neuse River; Alligator Out
authorizing development iii County at•
_ " letter dated 1119100.
as requested in the permittee's application dmlfff
This permit, issued on _ •'%9 �.z7 , 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
by subject to a f ne,.imprisonment.or-civil, action; or.may.cause the permit tobe null -and -void.- -
1) This permit must be attached to the original of Permit #109-84, which was issued on 6/18/84, as
well as all subsequent renewals, and all documents must be readily available on site when
Division personnel inspect the project for compliance.
2) All conditions and stipulations of the active perrLt.remain in force under this renewal.
(See attached sheet for Additional Conditions)
This permitaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work mJuustycse2 tT the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
r!/
Donna D.Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted
In issuing this permit, the State of Norm Carolina abrees
that your project is consistent with the North Carolina
Coastal ManagernRnr Prncrrnm

Permit Class
4TH RENEWAI,
Permit Number
. 10t3_gd
0,a
Excavation and/or filling pursuant to NCGS 113-229
Issued to Keith A. Wolfenbar, er, Minnesott Beach Yacht Basin., P.O. Box 128, Arapahoe,'k 28510
STATE OF NORTH CAROLINA
Department of Eavironment, Health & Natural Resources
and
Coastal Resources Commission
t
for
X Major Development in an Area of Environmental Concern
pursuant,to NCGS 113A-118
authorizing development in . Pamlico County at the Neuse River, Alligator Gut
as requested in the peuttee's application dated letter dated 3/3/95.
m
This permit, issued on MARCH 29. 1995_ , 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
i fine, .-... . may cause the permit to be, null.and.void.'
subject to a fine, imprisonment or civil action; or
• This renewal must be attached to the permit issued on June 18, 1984 and subsequent renewals
and modifications and be available .on site when Division personnel inspect the project for
compliance. All conditions and stipulations of the previous 'issuances apply to the project under
this renewal.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date, An appeal requires resolution prior to work
initiation orcontinuarice, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval,
All work must cease when the permit expires on
JULY 31 , 2000 ( FOR MAINTENANCE).
Signed bythe authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
oger N. Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
i Coastal Management Program.

i Permit Class
3rd Renewal
STATE OWN • T, CAROLINA
Department of Enviro '`...�" i . ea1tl3"& Natural Resources
CoBStal:Aw)O jrces..Co�II ssion
>bf x : .
X Major Development:ih h Ard":0 nvitonmental Concern
pursuant to NCGS 11��A�118:� �; ,
X Excavation and/or filliag'puisisant to NCGS 113-229
Issued to
Permit Number
authorizing development in Pamlico County at the Neuse River, Alligator _Gut
as requested in the permittee's application dated 3/28/84 and
n1ni-c_ F 1 rim+ --A i /h/Q'Z 4 a�+ed ___tA •z/00/12i 9 A-4--.a . +a z/01)/00 -1" A -+-A
2/85 and 1 dated 5/2/88, not attached.
This permit, issued on _ February ?, 1991 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 a fine, imprisonment or civil action; or may cause the permit to be null and void.
This renewal must be attached 'to •the permit issued on June
18, 1984,and subsequent renewal's and modifications and be available
on site when Division personnel inspect the project for compliance.
Ail conditions and stipulations of the previous issuances apply
to the project under this renewal.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when 'the permit expires on
March 31 1992 for new work
' � su�in9 t uss perm°, tffe'�1ti13M8 h Carolina agrees
that your project is consistent with the North Carolina
Signed by the authority of the Secretary of DE•HNR and the
Chairman of the Coastal Resources Commission.
n•
Roger N. Schect r, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.

Permit Class
_2rff'Renewa1.
3 rd
STATE
Department of Naturi
Major Develogu et
pursuant to NCGS.
x Excavation and/or
Permit Number
109-84
Kdida.CAROUNA -
ources. and' Co'mraunity Development
1• fog' � a� r' :,~ .
Arof Envuv�imental Concern
U8
ouisiiant to NCGS 113-229
Issued to Keith, A. Wolfenbar22r, Minnesott Beach Yacht Basin, P.Q. Box 128, i
authorizing development in panalco County at the Neuse River,' AjLj for • Gut
as reque=d in the peniuttee s aPPLIcatlon GaLea 3
d Igs CL,4 l CI..V sfl)as, _t 0-ttat.41!
This permit, issued on February 23, 1990 , is subject to compliance with the application (where consistent
with the permit), all applicable regdatiofls, special conditions and notes set forth below. Any violation of these terms may be S
subject to a fine, imprisonment or civil action; or may cause the permit to benull and void. j
4
*Thiz renewal must b ttched to the permit issued on and �
.fit renewals, ai°d `s and be available on site when Division
personnelinspect the project for camliance. All conditions and stip-
ulations•of:the e%7:a apply to the project under this renewal.
• �r�.1r��r5 '=5uonrag
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires furtherDepartmental approval.
All work mu ase when the permit expires on
March 31, i� for new work . .
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
George T. Eybiitr, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
July 31, 1995 for t
In issuing this perrnit, t�tate o'i o'rth Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.

t� w
Permit Clas
fir" `fir
l�
Permit Number
STATE OF NORTH CAROLINA
Department of Natural Community Development;
10- E
Y 4-
70
C res' ion'^=,
! ter' W'. ✓.r
0 Mai �r 1 lin '"onmental
Conc 3
Excavatio �0 g, to NCGS 113-229
authorizing development in FanLicn County at _ the Rxtse_Riyer. ALUCiatm M_ ._
as requested in the pecmittee's application dated S 8 $4
This permit, issued on 31 is -subject to compliance with the application (where consistent
with the permit), all applicable r4ulations, special conditions and notes set forth .below. Any violation of these terms may subject
permiM!e to 45ne, imprisonment. or -civil action, or may cause the permit to be null and void.
�irS-7 ran e.e-rc.( rSS�.ecit. �f: r 3� /�G G
*This renewal must be attached to the permit issued on May.20,
1988, and be available on site when Division personnel inspect
the project for compliance. A11 conditions and stipulations
of the renewal apply to the project under this renewal,.
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is'inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
ft'Ch 31, 199lrfor new want "qq
Signed by the authority of the Secretary of DNRCD and
the Chairman the Coastal Resources Commission.
,&
George T. Everett
Division of Coastal Management
This permit and its conditions are hereby accepted.
PU iy in iss�gt'iis perTnUi a State HofsNorth Carolina
agrees that your project is consistent with the North

1p
Permit Class Permit Number
r dif-dOn STATE OF NORTH CAROLINA 1 9-94
Department of Natural °mil Community Development
E a -a''
C eSs its scion•,'
16
❑Mal lnt, i �^
X � a�t1 in ortmental �
Con to,N a,r`
"'Ric 12.1T� S`A ,7 i
a Excavation { f3@�{" g•ptrsuatft to NCGS It 3-229
Issued to Keith A.. Nolfenbarger, Minnesott Beach Yacht _Basin., P.O. Box 128,__Arapahoe,, NC 2ffi1(
authorizing development in Paml.i co County at the Neu se Ri qer. Al 1 i gator Gut
as requested in the permittee's application dated 3/28/84? !��,
iay.udi_ft,g— he aGhed_Rlat dated received 5/2_/88.
This permit, issued an —0 , is subject to compliance with the application (where consistent
with the permit), all applicabie reguladons, special conditions and notes set forth below. Any violation of these terms may subject
.permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void:
This 5/88 modification authorizes the following development:
a) 500' of bulkheading with backfill to be located above MHW; and,
.b), grading of a 75' x 200' sandy beach above MHW.
i
The following 'conditions apply to this modification;
(1) All backfi i l . material will come from an upland source.
(2) A representative of. the Division. of . Coastal, Management will stake -the
bulkhead alignment prior to construction.-
(3) No grading work will be performed below MHW.
All existing work not completed.must conform with 'the application, plats
and conditions, as authorized by the 4/22/88 minor modification and renewal.
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
- personnel when the project -is L-tspected-fvr-compliante -- .,rt
Any maintenance work or project modification -
not covered hereunder requires further Departmental
approval.
All work Z;or
ase when the permit expires on
March 31, new work
JU
�n css>�Eng germi qe a a o-North Carolina
agrees that your project is consistent with the North
Caral[nn rnavril G.nr.-+..+
Sigr►dd' by,the authority of the Secretary of DNRCD and
the Chairman of the //Coastal Resources Commission.'
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
i.

Permit Class
Mi nbr "Moth fication ,; STATE OF. NORTH CAROLINA
Department -of Natural'.. Communii
101
C f V- t S L� ion
w.s'y' i'lC IIfCIT` 1F' 15!%
0 Maj V I I ni-ink,t
Can to
Excavation G�$
s:. _
Deveidpn
ntal
to NCGS I 13-229
Issued to Ke1,th A. _Wolfenbarc[er. Mi nnesott Beach Yacht Basi
Number
authorizing development in Paml i co County at the Neuse River, Al-1 igAtor Eut.
e
as requested in the perm9ttee's application dated 3/28/84,,i ncl udi n:ine
ched bl
,.• �..•+— ram.-+.t��r�v r a c c•a�.r►curr
This permit, issued on ZZ $ " is subject to compliance with the application (where, consistent
with the permit), all applicable regul tions, special conditions and notes set forth below. Any violation of these terms may subject
permittee. to a.fine, imprisonment or civil,action; or may. -cause the permit to be-nuli and void.
For Work With Dragline
(1) No marsh grass will be excavated and/or filled.
(2) All excavated materials will be confined above mean high water and landward
of regularly or irregularly' flooded marsh behind adequate dikes or other
retaining structures to prevent spillover of solids into any marsh or surroun-
ding waters.
(3) Silt fences and/or other erosion and'sediment control devices must be utilized
throughout active construction to minimize sediment from entering into- adjacent
creeks, streams, properties, basins, waters, wetlands, etc.
(4) Slopes created by excavation of the basin must be left at an angle which
can be provided with a vegetative cover.
(5) All slopes, whether cut and/or filled, must be adequately stabilized by vege-
tative cover within 30 working days of any phase of such activity.
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date, An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance,
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
March 31 1989 for. new wor�kk
ms
nuil uing this pertarthe ?a a o? Norte
h Carolina
agrees that your project is consistent with the North
Signed by :the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David ►Y. Owens, Dtreetot
Division of Coastal Management
This permit and its conditions are hereby accepted.

Keith A. Wolfenbarger
(2)
ADDITIONAL,CONDITIOKS
Permil
. Pa2
F
For Maintenance Work -With Oydraulic Dredge
All excavated materials must be confined on highground behind adeq a�;te dffes
or other retaining structures to prevent spillover of solids into b� marsh
or surrounding waters. 6.
The disposal area.. effluent' must be contained' by pipe,- trough or s ?�v ar-
device to a point :at or below the mean low water mark to prevent gully erosion
and,resultant unnecessary siltation.
(3) The. terminal end of the pipeline must be positioned at or greater than.50'
from any part of -the dike and a maximum distance from spillways to allow
adequate settlement of suspended solids.
(4) A water control structure must be installed at the intake end of the effluent
pipe 'so as to assure compliance with condition No. 5
•
(5) In order to protect, water quality,. runoff from the construction area must
not visibly increase the amount of .suspended sediments in adjacent waters.
(6) The diked disposal area must be:. constructed a sufficient distance from -the
mean high water line or any..marshland to eliminate the possibility' df.._di.ke
erosion into or upon the adjacent waters and/or -marshland.
General
(1) An erosion/sedimentation control plan must be submitted and must contain
all temporary and permanent measures to be utilized during construction.
The plan should be sent to:
N.O. Dept. of Natural Resources & Community Development
Division of Land Resources
P.. 0. Box 1507 '
Washington, NC 27889
(2) The activity will be conducted in such a 'manner as to prevent significant
increases in turbidity outside the area of construction or construction -related
discharge.
(3) In the event that archaeological materials are encountered during excavation
or any other ground disturbing activities, work shall cease and a representative
of the Department of Cultural Resources, Division of Archives and History
(telephone [phone]) must be contacted immediately.
{a} A P — pout facility will be provided for boats with holding tanks prior to
September 30, 1988.
(5) 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 structures, whether floating or stationary,
may become a permanent part of this. marina without permit modification.
No non -water dependent uses or structures may be conducted on, in, or over
public trust waters without permit modification.

Permit Class Permit Number
Minrir Mnriification STATE OF NORTH CAROLINA
Department of Natural Resources and Community Development
Renewal and,.-�
Coastal Resources Commission
for ��• c�' tz';'
Major Development in an Area of Environmental 71"1] p
Concern pursuant to NCGS 113A-118
aExcavation and/or filling pursuant to NCGS 113-21-9
Issued to Keith A. Wolfenbaroer., riinnesott, Beach Yacht Basin, P. 0. Box 128, _Arapahoe, K
28510
audio rizingdevelopmentin Pas,il ico Counryat the NeusP Riy,tr,, Alli otor_j,;ut
as requested in the permitee's a lic tion dayed, 3/28/64 including
i a67b rec.3W194
1 In Inn n r_a_� .___ � Inn 1nAA__1__1 __ .._ _.. J_1._J n !nr• {1 _
This permit, issued on. 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 subject
permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
For Work With Dra line
(1) No marsh grass will be excavated and/or filled.
(2) - All excavated materials will be confined above mean high water and landward
of regularly or i;,regularly flooded marsh behind adequate dikes or other
retaining structures to•prevent spillover of solids into any marsh or su'rroun-
ding- waters:
(3) 5ilt'fences and/or otner erosion and sediment control devices must be utilized
throughout active construction to minimize sedimentfrom entering into
adjacent creeks, streams, properties, basins, waters, wetlands, etc.
(4)_ Slopes created by excavation of the basin must 'be left at an angle which
Carl be provided with a vegetative cover.
(5) All slopes, whether cut and/or filled, must be adequately stabilized by
vegetative cover within 30 working days of any phase of such activity.
(See attached sheet for Additional Conditions
This permit action may be appealed by the pentiinee
or other qualified persons within twenty ('O) days of the
issuing date. An appeal requires resolution prior to work
initiation of continuance, as the case may be.
This permit must be accessible on -site to Department
person=lei when the project is inspected for conipiiance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
AA wtvk must ce4s when the permit expires on
$eet 3 ? for new work
Signed by the authority of the Secretary of DiNRCD and
the Chairman of the Coastal Resources Commission,
David W. Owens. Director
Office of Coastal Management
This permit and its conditions are hereby accepted.
ut{ iy. u i gv to� nai�ten n e
n issutn is permii ilie ate o orth Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signature ofPermluee

Keith A. Nolfenbarger `
ADDITIONAL CONDITIONS
(6) The marina shall prominently post and enforce a
for boats without holding tanks.
Permi t i-8
Page 3 of
•'�7
no sewage di schargeb' olicy
3
(7) No septic tank systems may be placed in filled areas. NOTE: Approva for
.all septic tank systems must come from the local health depar ment.
NOTE: Any future development or harbor expansion as indicated on the plan
view dated 3/85 will require a modification of this permit.
NOTE: It is strongly recommended that the permittee exercise all available
precautions in the d'ay-ta-day operation of the ship. facility to 'prevent
sand. blasting residue, if applicable, and/or, other facility waste from
entering the adjacent -waters. Such discharge, either directly -or indirectly,
to adjacent waters could contravene .state water quality standards, thereby
violating state law.
Maintenance Clause
The Division of Coastal Management.- ill .be notified in writing at least two (2)
weeks in advance of any kaintenance� work (after Dec. 31, 1988) authorized by
this permit and that notification include:
A. the number of the original permit;
B. a statement that no dimensional changes are proposed;
C: a copy. of the original permit plat(s) with cross -hatching indicating the
area . to be maintained, the' area to be used for spoil, and the estimated amount
of material to be removed;
D. the date of map revision and the permittee's signature shown anew on the
original plat.

Keith
A. Wolfenbarger permit1094 c'
,�� fir',•
.,
�
ADDITIONAL CONDITIONS �,"
,•..
M�� v
For Maintenance Work With Hydraulic Dredge
(l)
All excavated materials must be confined on highground behind adequate es
or other retainingstructures to prevent spillover of solids into an mm0sh
P P y
or surrounding waters.
(2)
The disposal area effluent must be contained by pipe, trough cr similar device
to a point at or below the mean low. water mark to prevent gully erosion and
resultant unnecessary siltation.
(3)
The terminal end of the pipeline must be positioned at or greater than 50'
from any part of the dike and a maximum' distance from spillways to allow
adequate settlement. of suspended solids.
(4)
A water control structure must be installed -at the intake end of 'the effluent
pipe so as to assure compliance with condition No. 5.
(5)
In order to protect water quality, � runoff from the construction area must
not visibly increase the amount of suspended sediments in adjacent waters.
(6)
The diked disposal. area must be constructed a sufficient distance from the
mean high water line. or any marshland to eliminate the possibility of dike
erosion into or upon the adjacent waters and/or marshland.
General _
(1)
An erosion/sedimentation .control 'plan must be submitted and must contain
all temporary and permanent measures to be utilized during construction.
The plan should be sent to;
N.C. Dept. of Natural Resources & Community Development
Division of Land Resources
¢
P. 0. Box 1507
Washington, NC 27889
(2)
The activity will be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction -related
discharge.
(.3) In the event that archaeological materials are encountered during excavation
or any other ground disturbing activities, work shall cease and a representative
Of the Department of Cultural Resources, Division of Archives and History
(telephone [phone]) must be contacted immediately.
(4) A pumpout facility will be provided fo,�a
4_,ar boats with holding tanks?ri4r'• 1 floating structures, other than boats, used for habitation or commerce
s defined in 15 NCAC 7M,0602) shall be in conformance with local regulations
for onsnore sewage treatment. fj
'SND sewc�e �ise-4v C°y
(6) The marina shall prominently post and enforce a po�icy for boats
without holding tanks.
(7) No septic tank systems may be placed in filled areas. NOTE: Approval for all
septic tank systems must come from the local health department.

Keith A. Wolfenbarger Permit I %-I
Page 3.of�p4
ADDITIONAL CONDITIONS;,
NOTE:ny future development or harbor expaan5:ion
as indicated on the plan view dated 3/85, H*n
NOTE: It is strongly recommended that the permittee exercise all available precau.
tions in the day-to-day operation of the .ship facility to prevent- sand
blasting residue, if applicable, and/or other facility waste from entering
the adjacent waters. Such discharge, either directly or 'indirectly, to
adjacent waters could contravene state water quality standards, thereby
violating state law.
MAINTENANCE CLAUSE
The Division of Coastal Management will be notified in writing at least two (2)
weeks in advance of any maintenance, work (after Dec. 31, 19W authorized by
this permit and that notification include -
A. the number of the original permit,
B. a statement that no dimensional changes are proposed,
C. a copy of the. original permit plat(s) with cross -hatching indicating the
area to be maintained, the area to be used for spoil, and the estimated amount
of material to be removed,
D. the date of map revision and the permittee`s signature shown anew on the
original plat.

Permit Class Permit Number',
-Kew_ STATE OF NORTH CAROLINA WL AA
Department of Natural R' ' ...es rtdrommunity Development
.�jr
Ct$"d . C'S0 ICCSr{'o �SSion "D ! -'
41 Cry
n. ,fad=
Majo�SffevcloFrti''nt�:ia:' 1;Y�ri�roruntatal �'- `Y,. "w
Cortceirtpuara
t�•'M'1 ' 11 la 1176 ; Syr • "
® Excavatiorrcauiag' 4 uantrto'NCGS 113-229
J`
Issued to Keith A. Wolfenbarge_r, Minnesott Reach Ya
authorizing development in Paml i cc County at the N stye -Ri vgr. , A111 Bator Aijt as requested in the permittee's application dated. 3/28/84 including
attached 1 ats 4' •-tea 16-a l dated 1 83 &P4 g dgted '
This permit, issued on. =une- 8.-,1='1.984— , 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 subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
For Work With Dragline
(1) No marsh grass will be excavated and/or filled.
(2). All excavated materials will be confined above mean high water and land-
ward of regularly or irregularly -flooded marsh behind adequate dikes
or other- retaining 'structures to preve.ri t spill -over of solids into
any marsh or surrounding waters..
(3)' Silt fences and/or other erosion and sediment control devices must
be utilized throughout active construction to minimize sediment from
entering into adjacent creeks, streams, properties, basins, waters,
wetlands, etc.
(4) Slopes created by excavation of the basin mus'� be left at an angle
which can be provided with a vegetative cover.
(5) All slopes, whether cut and/or filled, must be adequately stabilized
by vegetative cover within 30 working days of any phase of such activity.
(See attached sheet for Additional Conditions),
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspecttd for cornpl.;.a nc:,
Any maintenance work or project modification
not covered hereunder requires. further Departmental .
approval.
All work must cease when the permit expires on
Derenher 31 . 19R7 for new work
n ri utng' th; a.ermit, 0'!fiW6Tfe0rth Carolina
agrees that your: project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD 'and
an of the Coastal Resources Commission.
-�a{ David W. Owens, Director
Office of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permitte,

Keith A. Wolfenbarger
) LEf
,.(,-7•j
Permit #109-84
Page 2 of 3
ADDITIONAL CONDITIONS ..M
An `erosion/sedimentation control plan must be submitte and must""
contain all temporary and permanent measures to be utilid dur,ng
construction. The plan • ey- be sent to:, �'
N.C. Dept, of Natural Resources & Community Development,
Division of Land Resources
P.O. Box 1507 3t
Washington, NC 27889
The activity will be conducted in such a manner as to prevent signi.�
cant increases in turbidity.ouiside the area of- construction or con-
struction -related disc'harge.--
J 8r In the event that archaeological materials are encountered during
excavation or any other ground disturbing activities, work shall
cease and a representative of the Department of Cultural Resources,;
Division. of Archives and. History (telephone [phone]) must be
tj_ - contacted immediately.
(9r All floating structures, other than boats, used for habitation or
commerce (as defined in 15 NCAC 7M .0602) shall be in conformance,
with local regulations for on -shore sewage treatment.
,l.aT .NQ sept i c tarilcl systems may be placed in filled areas . NOTE: Approval
for all septic tank systems must come from the local heal h depart-
ment.
For Maintenance Work With Hydraulic Dredge
(.1) All excavated materials must be confined on high ground behind adequate
dikes or other retaining structures to prevent spill -over of solids
into any marsh or surrounding waters.
(2) The disposal area effluent must
similar device to a' point at or
prevent gully erosion and resultant
(3) The terminal end of the pipeline
than 50' from' any part of the dike
ways to allow adequate settlement o
f
be contained by pipe, trough, or
below the mean low water mark to
unnecessary siltation.
must be positioned at or greater
and a maximum distance from spill -
suspended solids.
(4) A water control structure must be installed at the, intake end of
the effluent pipe so -'as to assure compliance with condition no. 5.
(5) rn order to protect water quality, runoff from the construction area
must not visibly increase the amount of suspended -sediments in adjacent
waters.
(6) The diked disposal area crust be constructed a sufficient distance
from the mean high water line or any marshland to eliminate the possi-
bility of dike erosion into or upon the adjacent waters -and/or marshland.

Keith A,Wol'fenbarger
ADDITIONAL CONDITIONS
Permit 0109-84
Page.3 of 3
MAINTENANCE CLAUSE i.
F,
The -Off'T-cT of Coastal -Managemerit will be notified in'writing at -
two (2) weeks in advance of any maintenance work (after Dec. 31, 84 1•'
authorized by this permit and that notification include:
A. the number of th6 original permit.
B. 'a Statement that' no dimensional changes: are proposed.
C. a copy of the originil permit plat(s) with cress -hatching indicating
the area . to be mai nt a'I ned, the area - to be used for spoil,' and the
estimated -amount of material to be removed.
D. the date of map revision and the permittee's signature shown anew,
on the original plat.

A
Ufa
-- 7

.r
• M1 CEN
Ai
' A;PPLICATp4 •,
FOR MAR 25 ,1
PERMIT TO EXCAVATE ANOX4 FILL WATER QUARRY CERTIFICATON
EASEMENT IN LANDS GDVERED BY WATER CAMA PERINR FOR MAJOR DE
0"WO s N of Adml M11:ion Slue of !forth CM01111 sa
(Gf I4E17) Oepertment of Mature! Rese umn YW Cwmunity Devskoment Cons eN r�� �
1G511�2�l. ii'F21S.�ai(1j,14]�21l.7(ej, 113A•11i (i74CiR ]ftR72a'i2!(r
.
Pkuw type or print and fill in all blankL If infortiwtbn is not applleable,•so itsdieate by piah:inB N/A M
1. Applicant Information
A. Name d A41
Last "First Middle
B. Address `
Street, P. O. Box'or Route
City or Town State Iip Code Phone'
II, Locationcif Proposed Project:
A. County. G '
B. 1. City, town, community or landmark
2. is proposed work within city limits? ..Yes No _
C. Creek, river, sound or bay upon which project is located or newest named body of water to project
Ill. Dieseription of Project
A.- 1. Maintenance of existing project 2. New workV""A':x nd'U !Vf .cXi571N�
B. Purpose of excavation or fill
.1. Access channel length width depth
Zj. aat basin F1t�1IL(2f length width _depth L
3. Fill area length width.depth
4.Other length width ' depth
C. 1: Bulkhead length gIZZ Average distance wat'errward of MHW (shoreline) A
2. Type of bulkhead construction (material) _.VIsr_
D. Excavated material (total for project)
1. Cubic yards ...:._2. Type of material CL4
E. Fill material to be placed below MHW (see also V1. A)
1. Cubic yards _ —2, Type of material
IV. LmW Type, Disposal Area, and Construction Equipment: /
A. Does the area to be excavated include any marshland, swamps or other wetland? ' yes No�
S. Does the dispn%al area include any marshland, swamps or other wetland? -Yes _Na
G Disposal Area D � �AJ 7
1 • !_station
2 Do you claim title Indisposal area.'
R. Fill material s„uice if till ,s to be trucked in �!V J4
E. Haw will cxtavatcd rnatcr,al be entrapped and erosinn con trctttedTZJf /_1.� G L4-b_„l S�dAi/4[' A4IJk
F. Type of equipment to he used id Acgt E &47 7 777
G. Will marshland he crossed in transporting equipment to project site? it yes, explain
�� V(2

V. WAWA i UN of helm Am (tat abs)
A. t. PrMb
r Nth Qes>rfop~ or, Inamw
4. ocher
. 1. Lot digs)
1 Elwatiett of lot(s) above man high wattr
3. Soll typt and texture .... .-�-.. ..
E1 4. Type of building facilities or structtires
S. Sewage disposal and/or waste Water. treatment A. Existing Planned
8. Describe
6. Lat:dClassification {circle one}�
CONSE RV A
VI. lertaining to Fill and Water Quality:
a��, �' ;n;'' '"rw•.
TRANSI TIONAi. COMMUNITY • RURAL .
R (See CAMA Local lard Uit Plan Syt Mds)
A. Does the proposed projectinvolve the placement of rill materi4�1below mein high,w&ter? Yes--..._No,.��
@. 1. Will any runoff or discharge enter adjacent waters as a rjsult of project,aetrvity ar planned usa of the
area following proiect completion? Yes_ Na
2. Type of discharge —
3. Location of discharge
VII. Pment rate of shoreline erosion (if known): '
VIIL List permit number~ and issue dates al' previous Department of Army of Enginaes or Sta[te perr.iU for -
wont in project area, if applicable: -� - C -,4/ - 3
01�Lino of time required to complete project: l
In addition to Ow completed application form, the following iwrm muse be provided: � Lih
! U
A. Attach a copy of the deed (with State application only) or other instrumenh under Which applicant
claims title to the affected property. OR If applicant is not clAisiing to be the owner of said property,
then forward a copy of the deed or ether instrument under which the owner claim,, tide plus written
permission from the owner to carry out the proieet on his land.
t o, attach an accurate work plat drawn to scale on 8%t X 1 P whitq paper (see instruction booklet
details). Note: Originate I drawings preferred • only high quality topics accepted.
C. A copy of the aCplication an4 plat must be served upon adjacent riparian landowners by to 'stered or l�-`>fi'TK C&yy P(�
i !
certified mail or by publication IG.S. 13.229 (d)}Enter date' served ., ..
77)
D. List names and complete addresses of the riparian landowners with property adjoining applicant's. �ODz
Such owners have 30 d.ys in Which to submit comments [(,,agencies listed below.
'W-77=t+ , %AdP&9 U AV PALm t d
- c
3(1. Certification. requirement: I certify that to,the best of my knowledge, the proposed activity complies
with the State of North Carolinahs approved coastal management program and will be conducted 'in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
Opnsent Activities, including construction, excavation, filling, and land clearing.
DATE
App ant's Signatu
DAF42 SEE REVERSE SLOE FOR MAILING INSTRUCTIONS
It", Ion$

}p��-�e�;y ::;,.�^:1Cues-I�Rl-+I�e';.r•r�'..�.wwrHc+P�•.MF71F":�.: 'RRi-'.
,:'-�"R yyr• �d• �� �I•i•.. •
f.ti TJ�
. ui', �'. Nr• '1� y L, � i4 �4 ..
i '�'I"�" '_""',rk+il�:i I'�il, prl�li;l r� �f,1i .i/,; ,1_ .:i�� � •�1
• I: i�'lj'v66r�' :'.�!y' � ! �+f.: flA ,w:: �: 5 ..71'� •,.�:"r, S'. .��� •�'� r
'4- lAil,
} �► �r 5l�:. ����" •'�%:, „•a :'�' 'may '
rM1.x.t. � ,I.j'��••' }`v..,�.,?�a>��;Ard`^'i"'4: ;:_.. i'1, Il�ri 34;. .
": j •' G i Jr :y
I
vow
r !,
_ . . - _ �►<
Kim
'Now, 4401, bX6 t

v
Of
V,
st
Ie4 la Ip
Va. ;N-
W41!
go
jgmmwrl--
6

r i .: C::��.1� k, , _�►_ .,iU 1�1�. � _ n y 1�� p' ' S i �} - - � _ - .� } __u.>w�7'� _ r � r: '�`'s.�rs: l�� �' - - ::�=��3.;�y r.�' �: r
t-'-s. �-�` i �1`•:�.,p\ i.d�.. �li�C.��•�_-': T.'.W �7CIC �� j � •, { -4ti �+� a era ..� ?e}^ __1`r. ��'1� ,�>Xart. _ y".� a �� _
�}-:`r#-`r, •t 7 - •�= e:• f1•, ; yam= i acn=i::�r �_�.
�. y"`•���y�i-ie�F" '. f:,�st��� - -9�-�• •�R]1.I��E�.?,4 -p - -z r'*^ r'�¢ �- :�� �-.iL�_�.y.�i�>�P �� ����+� •.- �i��s _ Pei
�8Y s�''r' -fi` -� �'y� ;i .s�-y_ j � __ _r•s- t -
A; i. �.EL --'' r : tea• - nr• •�; L
`' L { Y2�- �: _ _ -s - 1 �, .•ts = "� � [t�y;�3: _ ;.•ri« Yli.
b-
� s� .�j .:r� 'd-.' -1 - _ � �_r��_��_�s ,��.��Pt ti�.j�a'_s s. ��,,?a{�.Yti _ - �'� l�� !":� } _ _ `.r.�'F � ��• -_
�ie•.a .�.i�.. .:F#�?att .l`�is1r s.?�yti �21.r..'� ;. .� � � n.���ciar-e�[v.'?��?L�-- r .. tF�";ir�is�fi-'FS'"s.�������i�- - T-- - - - -. y.�:
�►� 4
t .Crx 3�Y
A
f
4: }�.:.�d- �'y.. syT� i+f•"••-1 a.i.y'iiY'. N`� r �!-3-s

..p. �.�':- � �� � � '.i•:... •,•y:.a'-- ti'l.�"�y"*,i:+vl ��; �i„1 �.ki,�3}4?,yr .y. �y "�i+ r•���+�7�y .
r hn 4' 3.• •v: ��b,^ .:�•' � °'t, r 'fir '�!v';..t+��]4m ���r ��';'^l.j:;' `�,,'L,
yn�. _ _ . ��. •'-r^ :i'--�',v"..,fiti.i7 �s-ar:,i.; ..raw-1+�':^.i:: r ,'i�r r.. a.'_; ..�''+ �<,�"�.'! .
.mot .'•i'. y �'�' ,^:+::'. ��•.�...',.''.. •'.r'r.�'.:•;;�r.'.!'M4a '.°.+ }�( '�'�:r:r y;;.: ,rf.', :2 I�' 't.!
r.7.(� �+ �'�i:�'~ ':a.r " W' ��'- 'kt: '4't,�.t rYi �:S".• ra' u ..��I. �v �..,i. �:%4L.
. r- � _'�;%.; .' u" � �i. +v�f.'Lr• •t� �::.�h. •'�.. , r3 n'.i:'y .,�. �' �� , +y�.,L...
.. � .. j i r. i � � 'w � fY� r i y t' ',3 4 r 1 �4°�r. n`�' � 4`� � } �' `� k:.�� .°•r.�c'� � � ��
NY�T� S��YTI• /l'n� •�'4�i���.�7
za
26
JQLC
dome 04"M
IFMN
• ','f :. ..... .�:= �•�hU�4,L� 1/I 1[� _ � � r .�'... i. .�l! :: �.:{tiIr rr � �7 ,��•
IN
• ; r- v; �, .' • is ,'..:
WWW _ ; d' .:r .. y . _ • I :.w :f�,�:•.r�'�e R ��� i ,r:�'` � r1•-,� � �S"�,wy'ri,.'�a.,"Il'�� -'d 4 � � 'd'{ `��,.
y' a. ,�,'�...'. .R .5 <; i � s• v :r�s` �' :f ln+ f 4' � f . �J1�1'�J'R . '
�•, _• r. . • '• i ' - ., � +•TM1r�r :..�4,� - R y.,r� �a f' r,su. VV •yt+! .
yi ��F."1'f,3"'�s�.t'6Y��,yo-d^:.�%.::i c'r ? n}''.-7 .n�ti7tra.r�e�r"R`dP.�¢ ��� r T,� �' � �t ��•�
1 ,+4�5 ].., f '+<u r ' Y r r•i'�� •Y r�-?�r� *�,j. �-_ta��ijs�'��1' ri• 4�/r _ X/!� J'
..'I - ;�Y9 � !. i. 4 �' �y' c'. v � .. �.}, 3 k c'� jl t�.. r '� :-'•�+37j3 �- .{�,
.. � '.rb r - �r a 1 :� 1�-1J �.ar. _ �.�'•=_'� .r .�.Lr_..+.re �Y. w

Mr. Tom Hicks, Member/Manager
Minnesott Beach Holdings, LLC
1107 Bennett Road
Arapahoe, NC 26510
Dear Mr. Hicks:
?North Carolina Department of En
Michael F. Badey, Governor 1
Nss fr., Secretary
�'radResources
ireclor
Divis.on�o , �t yality
September 15, 2005 vb.�
Subject: Stormwater Permit No. SW7050794
Wayfarers Cover
High Density Project
Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Island Land Center on August 31, 2005. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SV 7050714 dated September 15, 2005, for the construction of the subject
project.
This permit shall be effective from the date of issuance until September 15, 2015, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
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 fo4lowing receipt of this permit, This request must be in the form of a written
petition, conforming to Chapter 150B 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 bidding,
if you have any quest"Lloris, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
incerel
Al odd e
Regional Supervisor
Surface Water Protection Section
AHlsav: C:\STORMWA-RPERMI—RSW7050714
cc: t"Y\evin Avolis, PE
Pamlico County Building Inspections
David Ml oye, LAMA - WaRG
Washington Regional Office
Central Files
,.1'ftfl�i.
North Carolina !)Msion of Water QttalitY Washin en Reziona! Offiice Plione (352) 94G-o-1S1 F —N (2:!) 946.9313 Customer scrvict
Inivinct: h2c.enr.3tais.ru.us 913 11'sslunglon Squire lfall, %Vashin6tom 1C 27999 3 -S77.623-G743

State stormwater nianagernem 5y5iems
Permit No. SW7050714
STATE OF NORTH CAROLINA `
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOU .� C.':;��
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT ����IPC7
HIGH 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
Minnesott Beach Holdings, LLC
Wayfarers Cove
Pamlico County
FOR THE
construction, operation and maintenance of six infiltration basins in compliance with the
provisions of 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.
This permit shall be effective from the date of issuance until September 15, 2015, and
shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 497,000 square feet of
impervious area. -
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved pia^s. '
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Managed t stems
Permit N
14
6. 'The following design criteria have been provided in the infiltration s
be
:,
l
maintained
at design condition:
�
J _
.
a.
Site Area, acres:
34.85'
Basin I
Basin 2
Basin 3
b.
Drainage Area to Basins, acres:
7.51
6.25
2.61
C.
Total Impervious Surfaces, ft2:
143,672
122,205
66,923
d.
Design Storm, inches:
1
1
1
e,
Basins Depth, feet:
1.30
1.80
1.50
f.
Bottom Elevation, FMSL:
9.50
9.50
9.50
g.
Bottom Surface Area, ft2:
9,412
6,268
3,464
h.
Bypass Overflow Elevation, FMSL:
10.80
11.30
11.00
i,
Permitted Storage Volume, ft3:
13,802
11,773
6,074
Type of Soii:
Alpin
Alpin
Alpin
k.
Expected Infiltration Rate, inlhr:
2.0
2.0
2.0
I.
Seasonal High Water Table, FMSL:
7.5
7.5
7.5
M.
Time to Draw Down, hours:
7.8
i 1.0
9.0
n.
Receiving Stream/River Basin:
Alligator Gut 1 Neuse
o.
Stream Index Number:
27-116
p,
Classification of Water Body:
"SC; Sw,
NSW'
Page 3of8

State Stormwater Man
ms
6. (continued)
a. Site Area, acres:
b.
Drainage Area to Basins, acres:
C.
Total Impervious Surfaces, ft2:
d.
Design Storm, inches:
e. '
Basins Depth, feet:
f.
Bottom Elevation, FMSL:
g.
Bottom Surface Area, ft2:
h.
Bypass Overflow Elevation, FMSL;
L
Permitted Storage Volume, ft3:
j.
Type of Soil:
k.
Expected Infiltration Rate, in/hr:
1.
Seasonal High Water Table, FMSL:
m.
Time to Draw Down, hours:
n.
Receiving Stream/River Basin:
o.
Stream Index Number:
P.
Classification of Water Body:
il. SCHEDULE OF COMPLIANCE
34.65
��
Basin 4A.
Basin 48
.94
0.85
45,526
18,303
1
�
1.00
1.00
13.0
12.0
6.,353
1,550
14.00
13.00
7,134
1,824
Alpin
Alpin
2.0
2.0
9.0
.9.0
6.0
6.0
Alligator Gut 1 Neuse
27-116
"SC; Sw,
NSW'
1
1.50
19.0
5,802
20.50
9,764
Alpin
2.0
14.0
9.0
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface,
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and-revegetation of slopes and the vegetated filter.
d. immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 4 of 8

State Storrnwater Managen s
Permit No r';:�1` ,
.: "PIP"
4. Records of maintenance activities must be kept and made available upon ,�
request to,authorized personnel of DWQ. -Therecords will.indic� the da ',P,
activity, name of person performing the work and what actions OVK en. <Y - �
tY P P 9 _a00
5. The facilities shall be constructed as shown on the approved plans. This�A_J�nri.�
shall become voidable unless the facilities are constructed in accordance witK��/"
the conditions of this permit, the approved plans and specifications, and other
supporting data.`�y
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permuted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required fdr those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans,. specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below_
a; Any revision to any -item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12, 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 chances have been made.
Page 5 of 8

• Mate �tQrrnwa��i IYlpliayCiilCfl �+�i•• .j a v��,,a }
Permit No. Slla +Q:y1��
III. GENERAL CONDITIONS ,�
w. r •T:ms xi,
1. This permit' is riot transferable except after notice to and approval b ector.
In the event of a change of ownership, or a name change, tine permittee
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation �� .►
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on Its merits and may or may not '
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C,
3. 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) having jurisdiction.
4. 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 this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6• The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition. .
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control•must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual,
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9• The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 15th day of September, 2005,
T COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6of8

Wayfarers Cove
Stormwater Permit No: SV 7050714
State Storm w ter ManagementMs, Permit o. 8 �'
Designer's Certification,. C.
as.a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) -the construction of the project,
(P roject)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved.plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:,
Signature
Registration Number
Date
SEAL
JF
Page 7 of 8

#e 1�3r tE
,'
r
•
..S
"lid .7 L
Certification Requirements:,
1.
The drainage area to the system contains approt`f�n;.
acreage.
.2.
The drainage area to the system contains no more',
amount of built -upon area.
3,
Ali the built -upon area associated with the project is
runoff drains to the system.
4. -
All roof drains are located such that the runoff is dir
5..
The bypass structure weir -elevation is per the appr�
6.
The bypass structure is located per the approved p
7.
A Trash Rack is provided on the bypass structure.
8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
10.
The inlets are located per the approved plans and
circuiting of the system.
11,
The permitted amounts of surface area and/or vol;
provided.
12.
All required design depths are provided.
13,
All required parts of the system are provided.
14.
The required system dimensions are provided pe.
cc: NCDENR-DWQ Washington Re.9ional Office
Pamlico County Building Inspections
Page 8 of 8

0
INFILTRATION BASIN ANALYSIS FILENAME: C:ISTORMWATIINBASIN1050714.WK1
PROJECT NUMBER: SW7 050714 DATE: 15-Sep-05
PROJECT NAME: Wayfarers Cove
DRAINAGE BASIN: Neuse REVIEWER: SAV
RECEIVING STREAM: Alligator Gut CLASS: SC; Sw, NSW
Index No.: 27-116 If ORW, is site within the 575' AEC?
SITE AREA: 34.85 acres
IMPERVIOUS AREA CALCULATION Place a 1 in this box if Rational is used
Buildings
Parking & Streets
Concrete & SW
Other/Future
TOTAL
Drainage Area =
% Impervious, 1=
Cc=
Rv=
SHWT Elev.=
Infiltration Rate, Inlhr =
Bottom Elevation=
Bottom Surface Area =
Top Elevation =
Top Surface Area =
Design Storm =
Design Volume =
Total Volume Available=
Storage met at elevation=
Time to Draw Down =
Basin 1
Basin 2
Basin 3
Basin 4A
Basin 4B
16400
10250
50375
58775
34850
66378
52724
28881
26326
6578
14419
10706
3192
2800
1475
12500
0
0
"1'43672
i,,,122205
66923j '14
,N 45526 .:'!
".'' ,1''8303'i'l''''''
327317
272212
109192
258821
37451.00
43.89%
44.89%
61.29%
17.59%
48.87%
0.11
0.11
0.08
0.16
0.10
0.45
0.45
0.60
0.21
0.49
7.5
7.5
7.5
9
9
2
2
2
2
2.000000
9.5
9.5
9.5
13
12
9412
6268
3464
6353
1550
10.8
11.3
11
14
13
11045
8200
4648
7914
2097
1
1
1
1
1
12139.221
10299.5917
5474,19167
4492.8708
1528.7708
13297.05
13021.2
6084
7133.5
1823.5
10.686804
10.9237755
10.8496528
13.629827
12.838372
0.05374
0,06846676
0.06584622
0.0294669
0,041096
sf
sf
sf
sf
sf
sf
fmsl
inlhr
in
cf
cf
ft
hrs.
taken from P.E. calcs. -- 7.8 hrs 11 hrs 9 hrs 6 hrs 6 hrs
25 YEAR 24 HOUR STORM Intensity, i,= 8 inches 124 hours =.33 in/hr.
Qr= C i A = 0.28 0.23 1 0.06 1 0.32 1 0.03 cfs
Qp thru bottom of basin= 1568.67 1 1044.67 577.33 1058.83 258.33 cfs
10 YEAR 10 MIN HIGH INTENSITY EVENT Intensity, i, = 7 in/hr
Volume = 3541.36 I 2892.70 I 815.10 1 4113.13 I 369.25 cfs
COMMENTS
Volume and drawdown are within Design Requirements.
0
C

INFILTRATION BASIN ANALYSIS FILENAME: C:ISTORMWATIINBASIN1050714.WK'
PROJECT NUMBER: SW7 050714 DATE: 15-Sep-05
PROJECT NAME: Wayfarers Cove
DRAINAGE BASIN: Neuse REVIEWER: SAV
RECEIVING STREAM: Alligator Gut CLASS: SC; Sw, NSW
Index No.: 27-116 If ORW, is site within the 575' AEC?
SITE AREA: 34.85 acres
IMPERVIOUS AREA CALCULATION
Buildings
Parking & Streets
Concrete & SW
Other/ Boat Yard
TOTAL
Drainage Area =
% Impervious, 1=
Cc=
Rv=
SHWT Elev.=
Infiltration Rate, Inlhr =
Bottom Elevation=
Bottom Surface Area =
Top Elevation =
Top Surface Area
Design Storm =
Design Volume =
Total Volume Available=
Storage met at elevation=
Time to Draw Down =
Place a 1 in this box if Rational is used
` Basin 5
0
0
0
100371
Basin 6
0
0
0
0
Basin 7
0
2340
0
0
Basin 8
0
0
0
0
Basin
� ���� 1
l00871
, � �
v '.2340 ,�
,� ��� 0 1 _:� �, ��
� � , �r� ��
143082
213767
50493
106190
70.15%
0.00%
4.63%
0.00%
#VALUE!
0.06
0.20
0.19
0.20
#VALUE!
0.68
0.05
0.09
0.05
#VALUE!
14
2
19
5802
20.5
7230
1
8124
#VALUE!
#VALUE!
0
#VALUE!
9774
#VALUE!
#VALUE!
0
0
20.246777
#VALUE!
#VALUE!
#DIVIO!
#DIVIO!
0.058342
#VALUE!
#VALUE!
#DIVIO!
#VALUE!
taken from P.E. calcs. -- 9 hrs
25 YEAR 24 HOUR STORM Intensity, i,= 8 inches / 24 hours =.33 in/hr.
Qr= C i A = 0.06 0.32 0.07 1 0.16 #VALUE!
Qp thru bottom of basin= 967.00 #VALUE! I #VALUE! 0.00 0.00
10 YEAR 10 MIN HIGH INTENSITY EVENT Intensity, i, = 7 in/hr
Volume = 823.63 I 4122.23 I 928.57 1 2047.74 1 #VALUE!
COMMENTS
Volume and drawdown are within Design Requirements.

O �! �• ���
Michael F. Easley, Governor
1CF
William G. Ross Jr., Secretary
North Carolina Department Environment and Natural Resources
of
�j z�r. ^g2a7 It
Alan W. Klimek, P.F- Director
_ ra•
Division of Water Quality
August 5, 2005
Mr. Tom Hicks; Member/Manager
Minnesott Beach Holdings, LLC
H 07 Bennett Road
Arapahoe, NC 28510
Subject: Stormwater Review SW7050714
Wayfarers Cove
Pamlico County
Dear Mr. Hicks:
This office received a Coastal Stormwater permit application and plans for the subject project on
July 21, 2005. A preliminary review of the project indicates that before a State Stormwater permit can be
issued the following additional information is needed.
�➢ Please provide the complete soils report for the site by Mr. Scott Stone. The report should
indicate the date on which the tests were conducted, the expected SHWT, not just the height of
current water at steady state, and a site map to indicate the location of each test boring.
Please provide one additional copy of sheets C 16, C 17, C 18, C 19 & C20 in orderlearly show
and label the nine (9) delineated drainage basins. Please remove the CAMA hatching, the water
supply lines, the clearing lines (CL), and the "Phase" lines in order for me to clearly see the .
drainage basin lines. Please leave the buffer lines delineated and noted.
"�➢ Please provide two copies of page 2 of 4 of SWU-101, application, with drainage areas 6, 7, & 8
with columns completely filled out.
✓ ➢ Please note that although the narrative states that basin #7 has no impervious area within it, it
appears from the drainage area delineation and proposed grades, that there are new impervious
areas to be in this basin. Please note that all new impervious areas within a high density
development are required to be picked up and treated by an engineered treatment system. If
impervious areas are to be added to a drainage basin, please make sure to update the application,
narrative, calculations, and plans. (It appears that a portion of Ridge Wyne Rd. and the front half
of Lots 27-29 are in D.B. 47) Po,Vo- cr� Atv5t r-ax 5 q. a ri--w hc,� fs%c,(koW --,p bl
mot,
T-��•`!•�s,1..s r,,)/ ,2 sal! /-f ��xifr no4- 6e+h� b;r 4
➢ How much of Wayfarer's Rd. and associated parking spaces drain to Neuse River Rd? All new
impervious runoff is to be treated with an engineered system. Dp� -b T6-*' 5 �Ot&l'}'°f
t/➢ Please note on plans that the roof drainage from the lots and commercial buildings will be
directed to the appropriate drainage basin / infiltration basin.
t� The building foot print for the Commercial Space & (20) Condos can only be scaled to about
12,OOOsf Where is the remaining 5,750sfto be located? Please show this area on the plans. Half
of the Comm. Space/Condos is calculated to go to Infiltration Basin ## 1 (I B# 1) and half to IB42,
however the drainage area delineation does not -q" appear to split this area in half. More area
appears to drain, to IB#2. Please explain?
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Waslungton Square Mall, Washington, NC 27889 I-877-623-6748
Npr hCtu
Altur,

➢ Please locate and show Lots 45, 46, & 47 on the plans. ( /jet JAA " 4 91)
Will drop inlets # I J & # I K collect any impervious area runoff from the surrounding buildings? If
not, the "Drainage Structure Summary" table gives these as an Inv. to Basin not as an Inv. to
Bypass. Please verity and correct table if needed. (If these two inlets are to drain to the
infiltration basin, then the inverts need to have a positive slope to the basin and there needs to be
a separate pipe leading to the bypass vegetated a to clearly show drainage pattern.) ��pp I
A' 1 K ez,r�- 1L�T S,�/fp42 Q�Z up an 1—P. r.1n•al�e
�➢ What is to become of the bypass vegetated area for 113#2 once the new bulkhead is constructed in
the future? Will it be located upland of the 50' Neuse buffer? Please verify this question for all
bypass vegetated areas. F/.,x v y-e, '6-'r ,-, sav�.f {�A j - �"�,, � � Ale,
✓/➢ Sheet C31's scale of I"-10' is off compared to the shown dimensions. Please verify and
resubmit two copies of C31.
➢ The bypass vegetated area for IB#3 appears to be such that there is neither a 30' vegetated filter
nor any additional containment for bypassed stormwater once the new bulkhead is constructed. It
is hard to see the proposed grading for this area. Please verify that any bypassed stormwater does
/ not immediately exit the pipe and overflow the new bulkhead.
�(`➢ Please give a detail of each of the bypass vegetated areas in order to show how these areas lVill
help provide treatment for stormwater runoff.
➢ Please provide the 25% additional information fee associated with the Express Stormwater
Review Program of $1000.00 by check made payable to "NC DENY
The above requested information must be received in this office prior to August 16, 2005 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerel ,
Cott Vinson
Environmental Engineer
Washington Regional Office
cc: Kevin Aeolis, PE
Washington Regional Office

AVQLI,S ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
August 18, 2005
Mr. Scott A. Vinson
Environmental Engineer II
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
RE: Wayfarers Cove
Minnesott Beach, Pamlico County, North Carolina
Al--- Project No. 05125
Dear Scott:
AUG 3 1 2005
MII9ANARO
In response to your August 5, 2005 letter, enclosed please find the following for the above -
referenced project:
• Stormwater Permit - Modified (Two Copies)
• Project Plans - Modified (2 Copies)
• Stormwater Calculations - Modified (2 Copies)
• $1,000 Permit Fee
It is requested that you consider this additional information. Should you have any questions
relating to this matter or need any additional information or assistance, please do not hcsitatc to
call.
incerely,
6 Avolis, P.E,
President

WAYFARERS COVE
Subject: WAYFARERS COVE
From: "Kevin Avolis, PE" <avoliseng a 1pmonline.net>
Date: Tue, 23 Aug 2005 13:16:35 -0400
To: "SCOTT VINSON" Scott, [e-mail]>
SCOTT:
PURSUANT TO OUR AUGUST 18, 2005 SITE MEETING REGARDING THE STORMWATER PERMIT FOR
THE REFERENCED PROJECT, IT IS REQUESTED THAT WE BE ALLOWED A FEW EXTRA DAYS TO
SUBMIT RESPONSES TO THE DESIGN COMMENTS. WE ARE HAVING TO MAKE PLAN
MODIFICATIONS TO ACCOMMODATE THE WETNESS CONDITIONS AT EACH STORMWATER BASIN.
I ANTICIPATE DELIVERING MODIFIED PLANS TO YOUR OFFICE NO LATER THAN AUGUST 29, 2005.
THANK YOU FOR YOUR ASSISTANCE IN THIS MATTER,
KEVIN AVOLIS
633-0068
1 or 1 8/26/2005 8:59 AM

SW 7050714 - Wayfarers Cove
Subject: SW 7050714 - Wayfarers Cove
From: "Avolis Engineering, P.A." <[e-mail]>
Date: Mon, 15 Aug 2005 16:20:05 -0400
To: <[e-mail]>
Scott,
Pursuant to your August 5, 2005, it is requested that the additional information needed be submitted on
August 18, 2005. An additional two days is requested since project engineer was on vacation and request
was not reviewed unit) August 15, 2005.
Your consideration to this matter is appreciated.
Sincerely,
Kevin Avolis, P.E.
1 of 1 8/15/2005 5:15 PM

A,VOLIS ENGINEERING, P.A.
P,O. Box 15564 • New Bern, Norih Carolina 28561 • [phone]
July 10, 200-5
Mr. Scott A. Vinson
Environmental 1ngineer II
NCD1 NR - Water Quality SCClloll
943 Washington Square Mal]
Washington, NC 27889
RI::: Wayfarers Cove
Mulncsott 13e lch, Pamlico County, North Carolina
AL Pm-iect No. 05125
Dear Scott:
Enclosed please Find the following Ion- the project:
• Stormwater Pel'mit (Original and One Copy)
• Project Plans (2 Copies)
• Stormvater Calculations (2 Copies)
RECEIVED
JUL ( 12005
DWQ-WARD
Should you hawC any questions rclating to this matter or need any additional infonliMiorl o['
�Isslstmlce, please do [lot lics[tme to Call.
Sincerely,
In Avolis, P.I.
V ( e-Pl l Sldent
PETER H. MACMURRAY
• 252.249.1424
[e-mail]
WAYIiAIZI:R OVE
�e�,,, �1Y•l,s, .

WAYFARER'
1107 Benner Fiord - Mepshoo, NC 2F3510
--March 7, 2UOS-
THE COTTAGES _ -THE COTTAGES r.
TIN[' GOLF ESTATES.._ �� esTr r�
�0
a�WURSE
�:. ------------`
- — `EXISTING GOLF ESTATES
t
E-7flSL1NG LAKE ESTATES
• '�/ . ExISTlNGLAY�.55TATES-. �� r �`� r '0.Y ,�� ` •.. ,- t
r f'ff r,: on uN Vrrw.. 1
Av-
4
�J.
�)
v. wCE AINkJE rYh
I I mil NMI
THE COTTAGES
0
--- -.,: ESTATE 10T5.-
ESTATE LOTS
- - - - RECREATION AMENITY - ' MARINA COMPLEX
CLUBHOUSE
TENNIS
PARKING
TERRAEDEN LANDSCAPE & DESIGN, LLC
SMITHFIELD, NORTH CAROLINA
919219-UIO
THE OVERLOOK .
Q
OWN
. Tyr"► �.'�
®r
SHIP'S .� ORE
DOCK LUSTER � i!f , nk �T_
CONDOS
PRK
DRAINFLLFK-10
:LD
BOAT YA.RD
l
THE LINKS,,
r
THE RIDGE
-_. ...
VILLAGE CENTER.-
'
CLUB HOUSE '
POOL
- EXERCISE FAC41ry
'
PARKING
RNER VIEW ESTATE LOTS
. Z
rc mm rartn .
lGILNI�f'
NOTE:
THIS MAP IS A COMPOSITE GRAPHIC REPRESENTATION OF SEVERAL
- DIFFERENT SURVEYS, SITE PLANS, GIS MAPS AND AERIAL PHOTOS.
- - _ - THEREFORE, THE ACCURACY OF THIS MAP CANNOT BE-GUARNiEFD.

Michael F. Easley, Governor Vkdlo
Wilfiaun G. RossJr.. Secretary
North Carolina Depailntcat of Environment and Natural Resources
:.Ian W. Klimek. Y.E. Director
Division of 'A'Mor Quality
September 15, 2005
Mr. Tom Hicks, Member/Manager
Minnesott Beach Holdings, LLC
1107 Bennett Road
Arapahoe, NC 28510
Subject: Stormwater Permit No. SW7050714
Wayfarers Cover
High Density Project
Pamlico County
Dear Mr. Hicks:
The Washington Regional Office received a complete Stormwater Management Permit
Application fort n n August 31, 2005. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7050714 dated September 15, 2005, for the construction of the subject
project.
This permit shall be effective from the date of issuance until September 15, 2015, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
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 150B 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 Scott Vinson, or me at [phone].
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATIPERMIT1SW7050714
cc: Kevin Avolis, PE
Pamlico County Building Inspections
David Moye, CAMA - WaRO
ashington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional OITea Yhono (2?2) 946-64SI F.-,1(252)946-921? Customer Service
Internel h2o.enr,slale nc us 943 Washington Sgciare Mail. WoshingtorL NC 27859 1-877-623-67- 9
�i�r�thc.rt
�Ii�rthrl�

Tom Hitxs
{ 7o3.862.966o
I

State Stormwater Management Systems
Permit No. SW7050714
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH 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
Minnesott Beach Holdings, LLC
Wayfarers Cove
Pamlico County
FOR THE
construction, operation and maintenance of six infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storm water 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.
This permit shall be effective from the date of issuance until September 15, 2015, and
shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 497,000 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7050714
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a. Site Area, acres:
I
C.
d.
e.
f.
9.
h.
i.
J.
k.
I.
m
n.
o.
P.
Drainage Area to Basins, acres:
Total Impervious Surfaces, ft2:
Design Storm, inches:
Basins Depth, feet:
Bottom Elevation, FMSL:
Bottom Surface Area, ft2:
Bypass Overflow Elevation, FMSL:
Permitted Storage Volume, ft3:
Type of Soil:
Expected Infiltration Rate, in/hr:
Seasonal High Water Table, FMSL
Time to Draw Down, hours:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
34.85
Basin 1
Basin 2
Basin 3
7.51
6.25
2.51
143,672
122,205
66,923
1
1
1
1.30
1.80.
1.50
9.50
9.50
9.50
9,412
6,268
3,464
10.80
11.30
11.00
13,802
11,773
6,074
Alpin
Alpin
Alpin
2.0
2.0
2.0
7.5
7.5
7.5
7.8
11.0
9.0
Alligator Gut 1 Neuse
27-116
"SC; Sw, NSW"
Page 3 of 8

I
State Stormwater Management Systems
Permit No. SW7050714
6. (continued)
a.
Site Area, acres:
34.85
Basin 4A.
Basin 413
Basin 5
b.
Drainage Area to Basins, acres:
5.94
0.86
3.28
C.
Total Impervious Surfaces, ft2:
45,526
18,303
100,371
d.
Design Storm, inches:
1
1
1
e.
Basins Depth, feet:
1.00
1.00
1.50
f.
Bottom Elevation, FMSL:
13.0
12.0
19.0
g.
Bottom Surface Area, ft2:
6,353
1,550
5,802
h.
Bypass Overflow Elevation, FMSL:
14.00
13.00
20.50
i.
Permitted Storage Volume, ft3:
7,134
1,824
9,764
j.
Type of Soil:
Alpin
Alpin
Alpin
k.
Expected Infiltration Rate, Whir:
2.0
2.0
2.0
I.
Seasonal High Water Table, FMSL:
9.0
9.0
14.0
M.
Time to Draw Down, hours:
6.0
6.0
9.0
n.
Receiving Stream/River Basin:
Alligator Gut 1 Neuse
o.
Stream Index Number:
27-116
P. Liassiricauon or vvater boay: :mow, NbvV"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system.shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowinq and- revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7050714
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this. permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit,.the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11.. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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 beeri made.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7050714
Ill, GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. 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) having jurisdiction.
4. 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 this. Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control'must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 15t" day of September, 2005.
N-"NRTH CAf�OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ryan vv. r irmeK, r- ., uirectori
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No, SW7050714
Wayfarers Cove
Stormwater Permit No. SV 7050714
Designer's Certification
as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7050714 ;
Certification Requirements:
1. The drainage area to the system contains. approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the.runoff is directed into the system.
-5. The bypass structure weir elevation is per the approved plan.
_6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
-8. All slopes are'grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
1 D. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
1.1. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections
Page 8 of 8

IF-
I):U(• i:(•rri�rtl
F(�r I';Iirl
P(•I'tuil 'Vurnlx•I'
S(atc of North Carolina
Depart►nent of Environn)erlt iind Natural Resout-ces
Division of Water Quality L44J
r ,
AUG 3 1 200R:\•IWATER MANAGEMENT PE.RtIMiT APPLICATION FORM
This farm )mt• he photoropird for use as art original
DWQ-WARO
1. GENERAL INFORNIATION
i. Applicaml nano° [specify the narlle of the corpor�ition, indi%idu:ll, etc. W ho 0,V11S the projec():
Minnesott Beach Holdings LLC
�. F'rinl ONVIR-r. Si011ins; Officials name arul [ill(! (person Ic—alk. respotlsihle for fticiiitv arld conlpii;nlce):
Tom Hicks, Member/Manager
11 lilill�.1ddress fol 1wi-soil lislcd in ilU111 2 id.)ovc':
1107 Bennett Road
C'itY.. Arapahoe 51t:1e: -NC-- _ ..-, .,- Zil.,: 28510
fclr;111u11c`�1lnll-11•r: i 252 '1 249-1424
\';tilt• Isitw, Filcil ilk, fn1' ('Slit I'l I; S}I;, 1(•:II I I i I; I)(, - Sho111(1 hc' CO: IS iS1('ni `•', III1 I)l'(iT'('1 111I; IC' UI, IIIiiItS.
,,:.I (iilciI:.i l'.s. I(.11',•:-S. o:)f-rilliwl i111{i i]I:Il;ll;'51:111('C II'—i'{'C111(•11iS. ('iC-I:
t',ayfarers Cove
S Luca;ian of Project {street xddIUSSl:
NCSR 1121 — Bennett Road
City: Minnesott Beach - ---- — Cotrnc Pamlico
G. Directions to project (from Ilearest major intersection):
NC Highway 306 to NCSR 1121. Project site is at end of road on left.
7. Latitude: N 340 - 58.192'
Longitude: W 760 - 48.594'
8. Contact person n llo can ans��-er questions a}lout the project.
Name: Kevin Avolis, P.E. Telephone N'U111'Jet•:
11. PERNUT INTORNIATION:
1. Specify- \ti'hether project is (check one). X _- \e« ------ _Renew al
f-(a-nt S11'I'- I (I I 1 cr siOI1 :.99 f'a'_c 1 of 4
of project
252 1633-0068
—___A7oclifict,tlon

iti hvin!, suhillim'd as Ihr• of a rcn( %;Il r,r nuj(Eil`ic�iiitm Io ,1%1 rxistiu!" PCI' i;i, list Ilw
r'sislim' !wriiiir nunlh('r an(I it', issur (I.ur {if kri(r\% n)
3. Spvvifl Ilit' I\'I)c of projcct (chock one):
1j,\% [)( nsilt' X f tit;h DcnsitV hcdcvL-kip Gcnc! ;il Pc1-111it UIIIcr
1. A(1(111if) n:II I'rujr'cl RX(c LIirenu'nIS (ch('ck zippIi(iiI?Ic planks):
.X CAMA \hjor X ScdimcnttiliuniErusion Cnnuol -10.1i 10I Pcr)nil XPDI S Stormwiitcr
infurinalinn oil rccluirc'd smIc Iiern?its can !re uWained I)}'runtac'lin0 II?C CLIStUM-01- S['r\'i(-(' Cc'nt('r -II
1 871-623-6748.
III. PROJECT INFORMATION
I. In the slricc i lovided belOW. Sutlirliari-/-e how sionim ater wiH be itPaled. AM a dclird]ed n�)rrative
lone ur mri pc,pcs1 ciL'scribin- suornm'alcr prujrct .
See attached
Sur'int',',it; r runrriT fruni this lirtijcct (Ir Iins ro the Neuse
Toml P'Ccjccr :1rt' I._ 34.85 _.'1( 1. Proj:•cI I)uil! 32.5
i 'Noti'.lnano'c!;iiii?;I,(to'(',isdocsll?L'prujr'cl9 (3 Fringe Drainage Basins)
f('III >a;T)C. infOTIIIitIV) i(1r t ZW!I (I;';IITI1IQc' (11I!oTL' iI:C TII(WC it?;;a [ .'.'r-i (1r':!1 !h
:?I'C�!('Ci. J:ill{!I E!!11![}Cllt!C1n�l] tIIC'.'I �'.lil? ihL' Infflrlll:filU;1 ilri' ('�IC11 cll't'11 Iii�fiA lCI;'Ci i;i i:'.0 �:!!:?c iU: lli�fi f,S �ii'il1',`, ,
,i'�i.. li„(+liil;ltlri!? II IDr:,lllii{'e Ai':'a I 2 i
l Alligator Gut
Alligator Gut
RcceivIn(' Strt'an? CiaSs �
S&, SW,
NSW V,
SIC, Sw,
NSW
i Di aina,e Area
1327, 317
SF, 7.51 AC
272,212
SF, 6.25 AC
fExisting in)nervious' .-area
0
SF
1 0
SF_
Proposed Impervious .area
143, 672
SF, 3.30 AC
122,205
SF, 2.805 AC
�o Impervious* .area (total)
143.9%
� 44.9%
'
Impervious' Surface Area
I
Drainage .area 1
I
Drainage .area Z
On-si[e Buildit]gs
50 375
SF
58,775
SF
I On -site Streets
158 378
SF
32,564
SF
! On -site Parking
I 8,000
SF
120,160
SF
On site 5i[Ic��'alks
14,419
SF
10,706
SF
Other or? -site
12,500
SF
0
SF
IOff-site
0
SF
0
SF
i
Tonal: 143, 672 SF, 3. 30 AC
�, Tatt?I: 122,205 SF, 2.805 .S
Imperi ions area is defined as the built upon area ilichidin,. but 1101 limited to, birildines. roat's. pal -Ono arc,as
sidriralks. ` rare! arFas, etr.
Forni SWU-Im vL:r;ic+!? 3.99 Pa'. , „I'a
a

+i A
L. If tlri<;tlal hcolion is twin" sulnilillctl irti (he restrll saf a rr)tc%k.;iI ill- illoclific,itiun to au existing pt•rn%it. list the
cxistinti Ircrnril ntnnber and its issue dill(' (if kno%nt)„ .
3. SpecifY t he iYpe of project (check one):
Lo%% Dcnsity ._X, . High Density Redvvclop _. CcncrZll Pcrrtiit Olhcr
a. Additional Project Recluirentettts (check apphcahle blanks):
X _ C.AAIA Major _X_Scdimentatiorl/Erosion Comrol _,--104/ 101 Pernlit _. _-.I`'PDES Storm-waler
Information on required state permits can be obtained by contacting IFre Customer Service Center at
I-877-623-6748.
II1.. PROJECT INFORMATION
1, In the space provided below. summarize how stormwater will be treated- also attach a detailed narrative
hmv to two pages) describing stortnwiller management for the project .
-- See_ attached—_�-
2. Storrm\rt:uT runoff from this project drains to t110
Meuse River basin.
3. Total Project .Area._-._34-.-85---- iact['S 4. Projcei Built Upon Area: 32. 5 "e
5. Hon' m;mv druin�ino areas does the project have?,_ 9 _-(3_ Fringe Drainage Basins)
6. complete [Ile followinry inforrmarion for each drainag- area. if there are nwre ihan two draimige arvos in the
pro?ject. allilch an adclitionrrl slice[ \%irh the information for each area provided in Lhe same format ;is laelo�%.
Basin Information
Drainage .Area 3
Drainanc .Area 4
Recc iv ing Stream Name
Alligator Gut
Alli ator Gut
Receiving Stream Class
SHr NSW
Slg Sw, NSW
Drainage :area
109,192 SF, 2.51 AC
258; 821 SF, 5.94 AC
Existing Impervious Area
0 SF
0 SF
Proposed Impervious`Area
66,923 SF 1.54 AC
42,526 SF, 1.05 AC
96 Impervious" area (total)
61 .2%
17. 6%
Impervious' Surface Area
Drainage ,area 3
Drainage Area 4
On -site Buildings
34,850 SF
16,400 SF
On -site Streets
16,641 SF
20,566 SF
On -site Parking
12,240 SF
5,760 SF
On -site Sidewalks
3,192 SF
2,800 SF
Other on -site
0 SF
0 SF
Off-s:te
0 SF
0 SF
Total: 66,923 SF 1.54 AC
Total: 45,526 SF 1.05 AC
Impervious area is defined as the built upon area including, but not limited to, buildings. roads. parking areas.
sidewalks. °rare! areas. etc.
0
Form S%VL'-f4I Version 3.99 Pace 2 of-i

:i A
II 111i"opplir;llilrrl1tii„•i;w"[Ilullilltd'!;' III, rr,l;ll1&;!rcilu%%;11(1111If)k ic,l[irr;lIc,;;;I;.xitiliII' iIc'I'IIIiI litil I}r(
cxi"I II Ir. ia'I'I11lI IIll I111](.l IIIt{I il" is"' II rk 11( w.11)
a. Slx'cif\ Ilw lYpo 0 prlljrt-I (check onl'):
X }-1;,h [)L';!hll\ \l'C11'\('}{111 •('fir-'l;rl
hC'i lllll 01her
.1. �rlclililrll,a Prl,i'.'c'I f�('(1u r['nit'nls (r!tt'ck aIt111it'nl>l[ I)1:lnks)
X C.ANLA 11.ljc)r _X--S('tlilllrlll IIiOC rctSi(rl1 Cu111ru1 I{11; Illl P('rrllli
NPDES SI{rrnn', turr
Illforlll,rtinn on re(Il6ir('c! SIiJIC pa'rnli!S C.1;1 lu' Ob1;1inc'(i I)\ illU C[IsiunlVr
Ser\ ice CC'111t'1' �1I
I-577-62-67�S.
III, PROJECT INFORMATION"
I, hl t}lC' SjMC'C' I)1'O\'iC!C'CI 1XIC.",V. SCIlitll',al ;Z[' hM( sic); I111'-''1101 1C111 !)C' trcile[i..—,..;Sc
LI dcmi!C•CI I?ai i-i1 i1`.'['
l(1n[' l(t i\'.'(1 il;!`':Sl Cll'�Ci'I!Jirlr� Si(11'I11`.'��itl•,t- 111J1'�?.,�['llll'nt i01' illl"!)1'Uje('i .
See attached
—TNeus.e
34.85 !',....: :.:;
. .a 32.5
9 (3 Fringe Drainage
Basins)
Alligator Gut Alligator Gut
Slf, Sw, NSW St Sw, NSW
'•1(i,� _ j 37,451 SF, 0.86 AC 143,082 SF, 3.28 AC j
�r-sisii:l,!,tl,)cr,;r_,L:s .area 0 SF 0 SF j
p1vT)C,u'd 1:1',I)er\ io'!s `,r[a 18,303 SF, 0.42 AC 100,371 SF, 2.30 AC
•Inl;x'r',i;J'.a Area Iw1a1) 48.9% I 70.1% j
[nlper\ iuus' S[Iri�c, .are l
I
Drainar-e .area 43
D;-airl,rpe
.area 5
On -silo Buildings
10,250
SF
0
SF
On-siic Sweets
2,978
SF
I 0
SF �r
Oil -site. Parkino
' 3,600
SF
; 0
SF
On -site Sicle\',-a!ks
1,475
SF
I 0
SF
1" art site
I n
SEOIIII
I 100,371
SF
0!f-s;1-
0
SF
i 0
SF
E
I Tulill: 18,
303 SF, 0.42 AC
; Tt'1`'I 1 00,
371 SF, 2.30 AC
1rr11)r'rl inll.ti �I'e,� is d�rined as the built upoll (11 'a irlcindill-1, bul 11of lirrlirl'rl [r�, hr:iiciirr,'S, ro;7rls. f):IAill,' Irrr'.lti.
\irl.'It';111;5. �r,�t'r1 rlre;is. r'tr'.

'2. II' 111i� :II ill Iicrit it, n is ht•iII" subnrittccl as the remelt of a ruIIt' w;r I or III ulil'ic.rt it) rIto :ur c•xisIin", Ex rnrit. list tht•
rxistins; lrr rouit nornber anal its issue dim, (if kiim n) .
3. Specify' the tr'pe of project (check one):
I_ou Dc•nsilY -_ .X High Densky Reocvolop Genc'rarl perrllrt odicr.
4. Additinnarl Project Requirements (check applicable blanks):
X- CANI,A Major —)�—Scclimeniatinri/Erosion Control 404/401 Permit __ _.NPDES Stormwaier
InforMilli011 on reduired state permits can be obtained by comactino the Customer SCI-Vice Center at
1-877-623-6748,
III. PROJECT INFORMATION
I. In the space provided below. summarize how stormwater w ll be treated. ,also attach a detailed narrative
(one to mo pages) describing slorrtlttater• manaoenlent for the project .
See attached
2. SaorMncatcr runoff from this project drains to the Neuse River hasin.
1 Total Project .-)rear._ , .__34..85__ acres -l. Project Guilt Upon .a: ta:. 3.2. 5
5. HOW nr:r7V drlinatit• areas does the project hay e? _ 9 _(3 Fringe Drainage Basins)
G. Complete the foiiow'1110 information for each drariragc• area. If there a I-C, more Chain [wo drailizioe arrc'.rs in the
projem att,1ch art atdditionml sheet kith the information for each arta provided in the same fot-ntart is helo%�
Bashi ]nforma:tion I Drainage .area 6 I
Drainage Art'ar 7
Receiving SlaeamName
Alli ator Gut
Alii ator Gut
Receiving Stream Class
SC, Sw, NSW
SI; SW, NSW
Draina0e Area
213,767 SF, 4.91 AC
50,493 SF 1.16 AC
I Existing Impervious' Area
0 SF
0 SF
Irnperrious Area
0 SF
2,340 SF, 0.05 AC
�Propoled
lmper-ious area (total)
0
4.63%
Impervious" Surface .area
Drainage Area 6
Drainage Area 7
On -site Buildings
0
SF
0
SF
On -site Streets
0
SF
2,340
SF
On -site Parking
0
SF
0
SF
On -site Sidewalks
0
SF
0
SF
Other on -site
0
SF
0
SF
Off -site
0
SF
Total: 0
SF
_0
Total: 2L340
_SF
SF, 0.05 AC
Imperious area is defined as the built upon area includinga. but not limited to. buildings. roads. parking areas.
siden'alks. r;ravel areas. Plc.
0
Form SIk'L'.101 Version 1.99 f a,'c'_ ol,4

M
1. II' 1hi,� applicmion i" Imill., suhrllincd �ls Illu rescill of,l renew 11 (w illodil'ic;tlion tar;ul c•.N is[ im, lacrrllil. list rllc
(.xistin­ lrernlit nunrher and its issue cltite (if knrnVn)
3. Specify the [Ype of project (check one):
LmN DrusitY _X. - High Density .. Redevelop _. Geriel-ol f erlilk • -- . 01hul.
A. Acicfi[i(mal Project Requirements (check applic-ahie blanks):
X_ CANIA Major X Sedimentation/Erosion Control __,• 4Ul/1pl Permit __ __,I\'PDES Storinwater
InfOrrllattGil on required state permits can be obtained by contacting (Ile Customer Service Center at
1-877-623-6748.
11L PROJECT INFORMATION
1. In the space provided beloxv,summarize how stornlwater will be treated- .also attach a detailed narrative
(one to iwo pages) describing siormwater management For the project .
See_ attache _—��- - -- — - — — -- - —
?. S101111Wilier runoff froltl this project drains [o the Neuse River hasirl.
3485re32.5
3. Total Project .i ct Arca: ics 4. Project Euilt Upn o.a~ra:, _-
5. Hoer Imiliv dr[iinil-C. areas does the projec[ ha.r?,_ 9._ (3_ Fringe Drainage Basins )
G. Complerc the follrnr:[in information for each cirlinage area. If there al'f• more plan m-0 drainage areas ill Isle
flrojeccl. an�ldl all ,xdclitional sheet wi[h the information for each area provided in the sLlo)e formill ors helow.
Eosin Information Drainage area 8
Drainage Area
Receivin-Stl-eam\alne
Alligator Gut
Receiving Stream Class
S41, Sw, NSW
Drainage area
106,190 SF, 2.44 AC
Existing Impervious Area
0 SF
Proposed Imper ious'Area
0 SF
4o Impervious area (total)
0 SF
Impervious' Surface .area
Drainage Area 8
Drainage area
On -site Buildings
0 SF
On -site Streets
0 SF
On -site Parking
0 SF
On -site Sidewalks
0 SF
Other on -site
F,
Off -site
0 SF
Total: 0 SF
Total:
Impervious area is defined as the built upon area including, but not limited to, buildin1s, roads. parking areas.
sideivalks, gravel areas, etc.
Form S1l•L'-I(II Version 3.99 Paco' of'a

7. I lln\ \%P! ilic ,II >ilc intl,er\'rolls;lr(st li"lt'(I;IIn`\c (k-rikt(I'.'
1\r. DEED RESTRICTIONS AND PROTE=CPVE COVENANTS
Thc' follrn', illy il;lliciiecl (leetl resu iclicstls alxJ I>rnleeti\c cm'euanls tn'e re(It1ir(d ul ix' rc'rnrdc'd for all
suhrlivisiuns~uutp;rrcc'Is and future dimvicipint'nt lies I(} Ilw sale of any lot if Ir}t sir('s \ ary sib nificantly. a table
listing each Int nun!ben sire tool the allo\\Ke InAl upun art'a Fur ('tall ha Inusl he l)ro ided as an anwduneni.
1. Tlrr fr111o11'ir>,�� ro(z'tlants ilre intended rn er)sure rx7�'uir1�� rarllplianre ((ir11 stare srnr'rlrlt';rtrr rltarla�er)renr perrrlir nt!rllber
as issued bt thn Dit isiorl of It rrer QLiz) hi r'. These rnt'er1;1r1rs rltat rlr>t he
Aran"cd or ( c,lici 'd trilhtow the ron 'r1t of the S; lre.
Oil
�. Au rnorr than #3��- 7- sgrlt!re fef t oI rl;7t for shall be rut crcd ht ctrrlctures or impervious rrt7rer'i�1s.
1111per(iur15 alarrria)s irlclurle asphalt. 7r;nr'1. concrete. brick, Mwe ~late or sinkhr nmuTiili Nn do 1wr iltclaxle 1v nvd
dc'rkirl� MAW U a ctrrf M of s((i!rlrllOT goals.
i. St;,lk'S irrlll wit he fiilerl im piped. or alierc'd e.ece;,r ;es nor; ssa; z' t, prul'irle ri! h e'.i';n rr rssilu'ti.
-i. i�l!!i(-tl!](gf ;li'r';t 11) t'.A'('('5c f,i il!t'p['f7111itt'(i ilf!1(,tlfli ;-;Yli;r:'t't a cii,ie S(fll'rllllilif'!' 7fi:!!1;!�'t'7111'ilt pl'I�Illit ll1t,(ilfl(-8rr(lrl !)1'!(]!' I(1
t fU1c;!-ilf-ilr,ll. _
l+I'r71Ili1P(!i';1!"rf'11l;lni)ft1;7;'C"o!'fir;lii('(i; ;I{I;);:1:';ii Y1.!r!,eMUM i;7i(! i4ff;n Hirt'(I tifr+INn"<it('r'r(1;7(nd
tit ,S;cT, I, l,rll'�{' rGr1i ]('('f ll,f li f(r ibC• $i 0!'lllli'ili t'f' {'o, it;'Ui ]'. ?: ;'i'; 5 ;;!!] i,P p;'!'f nr'; il: •(' r;1 ,7 iliii!lrlt'f' fl7<Il filaim"'1111S lile' flltt"'!'l11'
of i;le' Si-tii['lll
[��1`.-h(il'�!a•;',ili;l:'','�It'i{,',1.\fP1{'('I'ili\'lh;11111(' r;J':,_•,'C:,:...,..':�.:'1{';iC1i1};ti1Ci:7"['i('("ii\('C'U\'C;liIIllGf[11'lill�i)E(Lit'!l
�.'iet!! !;ilia(I;•;',II illy ;ll'!?, 1!I(ilili(� ii!'lllti I�t'C llll�t'(I ;!I'n', •� 1 , i" - 1'
111<<; oll itil pPT-1iC-s a; ICJ pt•1'SUllti
i'llil (P'. c': ;•;,; IiS C;11111(II iJC' Chttl TV or d('l('IQd
[i'(1111 01e Smlrt , ;Hill 111;ft Ihc'1",'. i;i ;r.' :'_;p;'dt'C, iJ!'I(11- Ili i.'i(• SIPJU (lI an\' i(,l.
V. SUPPLEMENT FORMS
The applicable state slul-tll\\•ater wriagemem permit supgdeille;lt fornlEsl listed belu\\ n)usl be sctbmittc'd fur each
BMP specified far this project. Contact t11e Stomm'ater and Uneral Pcrr)lits Unit al [phone] for the status
and tivailahilin' of these forrlls.
Forin S\\jL-102
Wa Detention Basin S(lpplerllenu
Form S\\'U-103
Infillration Basin Supplell)ent
Form S\\'L:-104
Low Density Supplement
Forn1 Sll'U-105
Curb Outlet S\ stem Supplement
Form S\\'U- I OG
Off -Site S}'stem Supppnlent
Foi'111 SS,`,'L-107
Form S\VLK108
l tlderground Infiltration Trench Sc;pl�lc;;lert
Neuse River Basin Supplement
Form SM. 109
Innu\'ati\'e Best i mugemem Practice Supplement
Ftu'nl Sll f`-It)1 3 ()9
Pay: 3 ,If 4

i : 1
V[. SUI'':MI T:\l.I:EQUIRl•:MENFFS
Chet\ cOIIIplrte:Ipplicalion Imckahes wit] he accelllrcl a1(1 re\ ie\ec! by the Division of 11'aler Quality (UL1'Q).
A coniple w packane includes all of the items limod below. The complete application I)acka41e° shnul(I be
Suhminecl tin tlic aI)prollriale D11`Q lle(icuial Office.
Nci lsf. ilclicalw lhrll \ou hint' provided the F111owill- rc'(luiivd iufurrlulliun h1 hlili:llillo in 111C' spmt, pr1\ icircl
Next lu ciicll ilem.
h llli'lls
• OI'lf-lllai iIllcl olleCop\'of ilic SIUI'm\'.'aici-:Mimiwemmi f'orllllt ApphC,Itlorl F()r11
• 01e ((rl)V of Ihc' tllll)lir.ihle SLIpp cnlcm Form(s) for each Bi\]P-
• I'crflil al)pliCMiul pl'ocessilo fee of S-120 (pavahle io N`CDF.NR)
• DeInI ICd Ilal'I'iI c dC'SCI'II)Ii(lll of SloI - III 1'iIIcIII- v'IlIlICIItI I I z I I I It'IIIeIIt--
• T\t o copies of Ilians ,teed Spccifieallolls. incluchll,�:
—
DC\Clupilell/Project lame
] n),hu'cr <md firth
North arrow
ScAe
Re\ isic)I1 lumbol. t. chile
'\1ca1 hull \cater life
Dinle!fsion('cl prupert,v"proj('ct holmdol.
I_ouminu 111;11) vJlh r1,11nc d sn ec'!s or NCSR !uln!kx'rs
O i5 Mill c(ultnllrs. I)rnlrcnt'd coluours. tipot rlev'i!linns. 1ki;S11c(1 (?on:, Oc.-,ciun5
- D('i,t!Is of ro( ids (Ir;llnic,'(' F('ili Ill'('S. ('(�l lccl I(nl S\"R1I IS. HIll SiOI'Ell'.'• if I 'I'
C(lil; I'O1 11 ICOSLl rC'S
- \V ('!lZit )d1 dvI]Ile: II(,(1. I)!";I II()I(' ()I) ;JI:IIIs IIIat IloIIL. exist
F.x;siiil, Clraimfoo' iilcludil),! ff- si!rl. (Ira in:!,c (';IscN)tills. ',)ipc, si','l'S. rt
:1u.;f, ctlicultllic,ns
- Dr;lili;l�'(',Ire:IS d('Ilill',1If'LI
(',;ntd iILIFt'I'fi Iv', here rt'(it!ircd!
VI]. .1GEN1- AUTHORIZATION
if '.;I:Ir(I,fiUlh('i' illd!1'idt!,t1 (,I llrlll u) ih:li lie('\' 11);!\' ;j;'iJt. !rl,ril';11"lil(1n r1j1 1 (1111'
llCililll. i �It'a St' Cl�t)IIJIt'r_ ill;S SC'CllCl il. .
Dcsi'l] (' d i10C11 (i11CJ!Vi(l1Jal ur fir1111:- Avolis Engineering, P.A.LL-- - - - ----- —`--
\klilil� Address: P.O. Box 15564
Cii\: New Bern -- __-- Stale:NC—_-__ 7if): 28561
Phuie: (_-- 252 _.1 633-0068 Fa.r. { _252 _ �633- _6507-----
VIII. APIUCANT'S CERTIFICATION'
]. {print or tlpe r)atrie ol'pe)son listed in General lnforwation item 2) Tom _Hicks
ceniF'.' ;hat the irlforlration included On [his perrlil application Faris is, to the loesi of nv, knu led Vie. correct tiled
th-at Lhe 1)1'0jeCt will be (-oislructed iil COrlfo!Lrllalice witll the arpro\ ed f_)laNs. 01,11 111e rc-gLlil-ed [feed I'esti'Ictions
aid proiecti\e co\'elants will he recorded, and that the proposed projC•Ct corrlplies uilh the I'C'quiI'elllerlts of 15.1
-NCAC 2H j{K; .
Tom Hicks, Member/Manager
I-OrIll 5111.'-I1i Version 3.V) f'a'_e J of"A

Permit No.
rro h��frrori�JrJ hl• l �If ri�
State of North Carolina
Department of Environment and Natural Resotirces
Division of Water Quality
STORMWATER \-1ANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DCVO Stormwater NlanaLement Flan Review:
A complete stormwater management plan submittal includes a storrnwater management permit application. an
infiltration basin supplement for each system, desip calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name : Wayfarers Cove
Contact Person: Tom Hicks
This worksheet applies to: Basin No. No. 1
Phone Number: ( 252 ) 249--1424
in Drain;12e .Area 7.51 AC
11. DESIGN INFORMATION - Artach supponins, calctilationsrdoeumentatl'oli. The soils report must be
based upon an 3crtlal field 1n%'estlLatlon and soil borin{'s. Count%- soil maps are not an acceptable source
of soils infomnation. .All elevations shall be in feet mean sea le.el (fmsl).
Soils Report StminlarN
Soil Type
Infiltration Rate
SHNV7 Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Alpin
2.0 in;)�r or cfrl�r,'sf (cirClc° lrpprOpriirla rrrril5`r
7.5 fmsl (.�'rrsorrul fli;Ir f r ar'r 7 uhla' elrrcrtiorrl
1 inch(1-5ilrchirerrribi-S-hwsuers.linch eieurjorothers)
13,802 c.f.
0.33 days
Irregular ft. a Shaped ft. = 9,412 sq_ ft. (bv�aanr clirueu.siorr,ci
13, 802 c. f.
9•5
fmsl
10.8
fmsl
11.0
fmsl
Pol-111 SW'u-1{l; Rev 1.99

I ,,
Ill. REQUIRED ITEMS CHECKLIST
The fol€o�'lnu checklist outlines design requirements per the Stormwater Best Management Practices TV1,-Meal
(N.C. Department of Environmentt. Health and Natural Resources, l=ebruary 1999) and administrative Code
Section: 1 j A NCAC 2H ,1008.
Initial in the space provided to indicate that the following design requirements have been met and supportinill
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. ,attach justification if a requirement has not been net.
Applicants Initials
a. Svstem is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal h1uh water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right -of -.way.
,. Draina+Le area for the device is less than 5 acres.
1). Soils have a minimum hydraulic conductivitti of 0.52 inches per hour and soils report is
attached.
System captures and infiltrates the runoff f10111 the first 1.0 inch of rainfall (1 5 inch e%-ent for
areas draining, to SA %paters ). Desl+wn volume and inflltratron calcLllatlons attached.
Svstem is sized to take info account the runoff at the ultimate built -out potential from all
surfaces drainin+, to the system, includin+, any off -site drainage. Calculations attached.
-MI side slopes stabilized %�Ith vegetated cover are no steeper than 3-1 (HN).
A pretreatment device such as a catch basin, grease trap, filter strip, +grassed sNvale or
sediment trap is provided.
In. Bottom of the device is covered with a layer of clean sand to an average depth of d inches or
dense vegetative cover is provided_
n. Vegetated filter is provided for overflow and detail is shov,n on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism Wl'thin the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volurne bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent dra,,v-down calculations are attached.
s. Plans ensure that the installed systeni will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
corm')";I)-101 Rcx- 3.99 Pac 2 ot, 3

T
' ItiFILTR.-iLTIO\ BASIN CR tTIO\ A\D �L�I\TE\_�\CE .REL�LEtiT
1. :after cvery runoff producing rainfall eveni and at least monthly inspect the infiltration system for erosion,
trash accumulation, ve4etative cover. and General condition.
2. Repair eroded areas immediately, re -seed as necessaq to maintain adequate vtgetative cover, rno,,v
vegetated cover to maintain a maximum height of six inches. and remoVe trash as needed.
"after evf ', runoff producing rainfall event and at least monthly' inspect the b� pass. inflowand ov eriio�'.
sta`uctures for blockage and deterioration. R-Imove any blockage and repair the structure to approv--d
design specifications.
�. Remove accumulat--d sediment from the pretreatment system and int;ltration basin annually or when
depth in the pretreatment unit is reduced to 757c of the original design depth. The system shall be- restored
to the o ginal design d4-pth without over -excavating_ Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of ilit system to p- r. om as designed.
Rernoved sediment shall be disposed o; in an appropriate manner and shall not be handled in a manner
that will advers-.1v impact water qua!lr-y (i.e. stockpiling near a stor­,-n"•ater tr;atment device or stream.
A bench -mark shall be established in the pretreatment unit. The do.urntnt the original
deslgn deoth �o that a:-curai- s"lrnznt accurnulatron rtadings caii t)e t tied. 1 ht i'i t2,L'rin° dev1cl!:�td
to the at the bv;lch-ma-k sha11 2 > `',.' C:v'! '' c - �a ine ,a_,-. 1
`J Ucn [i: !L :11 _ �:'1 ,.i.,�L� •:�epL:[ Q.1.� d nLi
e3dik' t��nct ai i 1t0 a�cU n'!lated :f le lts.
When the design deDth reads 1 •0 feet in the pretreatment unit. the ceditnent shall he
r emov��d from both the prctreatmn ,nt unit :.end the in?iltra:ion b2Sin.
u ? �__.
\ C.:_
��1�.. ..�. .._ :vim_ .^-._• �..., ..0 ^` .\C
-;Cr' 1 �el� i 1 -. �-10 `1� l-
S. L:-t L 0 L:•al mil! .� :L,:
l DV'�
ng�s iQ:nt sysL m or r�� Zln�!1!' pa i�"
mi Na.'ne and Title: Tor, Hicks, :iie:her/'•!arguer
duress;- 1107 Be_;-nEtt Road, rrarahoe, NC 28510 _ W
';tone: (25 249-1424 Date:_ 7 ps`�
Signature:
Vole: The lebalty responsib!e pare snoa!d rot be c hameow:�ers associa: ior. .. ess ,^:nre :her, `Jrc of, -he !o:s have been so;L' ar.d
a resider.,' of rise s�ibdir:sion has deer, named the presicenr.
2eth Simmons a tiotm-v Public for (hc Slate of -North Carolina . Countti' of
Craven do berebv certify' t eat Tom Hicks ,on 1! t
per= _ appeared 5ctoro me [hi,'_
I of _ 1 zC . and a-_L-to�'ledee the due execution of [he foreoina in [l�ation basin main[en' nee
`_Cuire,Tte r t<�G y hand and of5clal Sea].
_ Nty commission expires April 22, 2009
ro O- U-10;- 'rev 329Aj : Pamt 3 of 3
~�arDccc,cr,v� �a��

• 1 t S
Permit No..�w
r!v he pr'nt•i<1���J ht' 1 �!f'(ll
State of North Carolina
Departnient of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be phorocopied for use as an oriJinal
DWQ Stormwater iJklanaeement Plant Review
A complete stormwater mana«enlent plant submittal includes a stonmtirater mana�,ement permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
sho«7n­ all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project \merle
Contact Person:
Wayfarers Cove
Tom Hicks
Tllis worksheet applies to BasinNo. 2
Phone Number ( 252 ) 249-1424
in DrainaLe Area 6.25 AC
II. DESIGN' INFOR A'LION - Attach 5tlpportlnr, caiCttlattons,'doctitiietitatloti. The soils report must be
based upon an actttal field investiLanon and soil borinus. Count-V soil neaps are not an acceptable source
of soils information. All elevations shall be in feet rtlean sea level (fmsl).
Soils Report Summary
Soil Type Alpin
Infiltration Rate 2•0 rn,hr or cflhr/sf (circle appropritwimirs)
SH%T Elevation 7.5 fmsl (Seasorrull-[igh ff-orer Table det'rtrion)
Basin Design Parameters
Dest<m1 Storm I inch (LJ irrclt etilr! for,S.-i trnler's- 1 irrclr t.vertr for orhersl
Design Volume 11 r 773 c.f
Drawdown Tirtle 0.46 days
Basin Dimensions
Basin Size Irregular ft. x Shaped ft. = 61 268 sq. ft. (honor chllrensionst
Basin Volume Provided 11,773 c.f.
Basin Elevations
Bottom Elevation 9.5 fmsl
StoraL,e Elevation 11.3 fmsl
Top Elevation 12.0 fmsl
Form ')WTJ-10', R,2N V) I';iLc I of,

i q 1
I11. REQUIRED ITEINIS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manu:d
(N.C. Department of Environment, Health and Natural Resources, February 1999) and .-administrative Code
Section- 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the follo�tiIng design requirements have been met and supportrn<__,
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply' wells.
c. Bottom of systetn is at least 2 feet above the seasonal h1Lh .eater table.
d. Bottom of the systern is 3 feet above anv bedrock; or impervious soil horizon.
e. System is not sited on or in fill material or D`VQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
Draina,e area for the device is less than 5 acres.
h. Soils have a minimum hvdratrlic conductiVit<_' of0.52 inches per hour and soils report is
attached.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall ( 1.5 inch event for
are Ls cirrunim-, to S.A waier's ). DesiLn volume and infiltration calculations attached.
System is sized to take into account the runoff :it the ultimate built-OUt potential from all
surfaces draining to the systerll. includIm-, anv off -site drainaLe. Calculations attached.
All side slopes stabilized %\ith vegetated cover are no steeper than 3:1 (]+V).
A pretreatment de%'ice such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflo%v and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism «ithin the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is desianed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions %\\thin five days. A soils report and all
pertinent draw-do«al calculations are attached.
s. Plans ensure that the installed system ���Il meet design' specifications (constructed or
restored) upon initial operation once the project is complete and the ervAre drainage area is
stabilized.
Form )Wl J-101 Rc%- 1.99 RILc 2, o

1 ItiFILTPL-VI-ION BASIN ER-kT101 A D \L-kINTENANCC ,FLEEINif-N
Afte.- every runoff producing rainfall event and at least monthly inspect th-, inf`iltr'ation system for erosion,
trash accumulation, vegetative cover, and general condition.
?. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetativc cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
1.
After even runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflov;
structures for blockage and deterioration. Remove any blockag-e and repair the structure to approved
desiLln specifications.
Remove accumulated sediment from the pretreatment system and inzlltration basin annually or -hen
depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored
to the original design depth without over -excavating. Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to perform as designed.
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water qualit-v {i.e. stockpiling near a storrnwater treatment device or stream.
.a benchmark shall be established in the. pretreatment unit. The benchmark will document the original
design death so that accurate sediment accumulation readinns can be taken. The me-surin4 device used
to determine tl�e depth at the b-nchma.-k shall be such that it will rive W1 1 accurate depth reading and not
readilv penetrate inic accumulated sediments.
When the design depth reads 1.0 feet in the pretreatment unit, the sediment shall be
removed from both the Dretreatment unit and the infiltration basin.
If the Div.sion de.. e> a ;� : is ^wili h, 1 eel; �e regained io < : a] d slrn �4�1i1:atlDn>. li inti s;._ ,n canr Z.) it rl elan. OCh.r ct0'Fii'.;alt.
L'71t:U! �ICCS Ii0',:ed D`. \CAC an
and aC:T- . L `• my s1znalLre btio�; that I aJ foF LhZ! p-�'., Sl�}l11 an---- Lht
maintenance procedures Iisied above. I aLrwe to no:if"- D% Q of an%- probiems v.-iih the sysivm or prior to an;
„antes to tale system or responsible pariv
Print Name and Title: Tom Hicks, Mlember/Manrager
;ddress: 1107 Beimett Road, Asana.hoe NC 28510
ih0ne: i Z52 1249-1424/ Date:
Signature:
Vote: The lepllr responsible parr+• should not be a Iwrneotitiners association unless more :han 501,'c of the lots have beeri sold al:d
a resident of the subdivision. has beer, named the president.
Beth Simmons a Wotan Public for the State of north Carolina , Couni- of
Craven do hereby' certil1v that • Tom Hicks _ personally appeared before me this
:,av of 20�: , and a--:mowledee the due execution or the for Going inftic-ation basin maintenance
'equ�remes�4pp�iy4�np�� hand and official seal,
���AO�� �•i lvi�� 8`O
P
SE•J ?�T}• _.s � � commission expires April 22 2009
Pace 3 of 3
Uw

Permit No. �W l eff- 0 7
(ro he pros fkd hY !.)lf •O)
State of North Carolina
Departrnent of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOR1v1
INFILTRATION BASIN SUPPLEMENT
This form llov, Ire Photocopied for use as all oribirra!
DWQ Storm)xater Manai_,ement Plan ReVieky:
A complete storm,.,,-ater management plan submittal includes a stormwater management.permit application, an
infiltration basin supplement for each system, desigl calculations, soils report and plans and specifications
shop;yin<-, a]I storrnxater con%•eyances and system details.
1. PROJECT INFORMATION
Project Name : wayfarers Cove
Contact Person: Tom Hicks Phone Number: ( 252 ) 249-1454
This worksheet applies toy Basin No. 3 )n Drainage .-krea 2.51 AC
II. DESIGN INFORMATION - Amich support)n<< Calcl113tloils'dOCLlillellt3tioil. Tile soils report must be
based upon an actual Field liwcsilLation and soil borMLs. COunt- soli maps are not an acceptable source
of soils information. .AH elevatlons shall be in feet mean sea level (fmsl)
Soils Report Sunlmv-s
Sol] Type Alpin
Infiltration Rate 2.0 )nrllr or cfillrlsf (circle oppropriare uniis)
SI IAVf Ele�-ation 7.5 furs] t.S�usorrul Ni�lr it orer Tuhl� .Irrrrtlonl
Basin Desi(yn Pat-ameters
Des) Ln Storm 1 inch (1.3 inch ereru for S-1 waters. 1 inch ei enr for olhers)
Des]'Lm Volume 5,905 c.f.
Draxvdown Time 0.38 days
Basin Dimensions
Basin Size Irregular ft. x Shaped ft. = 3, 464 sq. ft. (hotiorri dimensions.
Basin Volume Provided 6,074 C.f.
Basin Elevations
Bottom Elevation 9.5 fins[
Storage Elevation 11.0 fmsl
Top Elevation 12.0 fmsl
Form S1A11-103 Rev., .99 PaLc 1 ot,

i . I
M. REQUIRED ITEMS CUIECKLIST
The following checklist outlines design requirements per the Storrmwater Best Mana,ement Practices i\-lw�ual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been rnet and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater -Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal h1uh water table.
d. Bottom of the system is 3 feet above any bedrock, or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded draina<�e easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-%vay.
Draina<_,e area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall ( l.5 inch evens for
,areas drarrlinu, to SA waters ). Design volume Xld infiltration calculations attached.
i. System is sized to take into account the runoff at the U111rnat(-- built -ow potential from all
surfaces draininL, to the system, includint, anv off -site draina,e. Calculations attached.
k. All side slopes stabilized %\ith ve`,etated cover are no steeper than 3:1 (HA`).
1. A pretreatment device such as a catch basin, grease trap, filter strip. grassed sw de or
sediment trap is provided.
m. Bottom of the device is covered %pith a laver of clean sand io ail average depth of 4 inches or
dense vegetative cover is prol.1ded.
n. Vegetated filter is provided for overflow and detail is sho),vm on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters),
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
F. System is designed to draw do«m the design storage volume to the proposed bottom
elevation under seasonal hi�,,h water conditions within five days. A soils report acid all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system x%lll meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
FOrrn Sw1J-10" 1ZCv 1.99 Rluw 2 of

i
I INFILTRATION BASPI 'ERaTION AND �ILk NTENANCL _;REENLENT
I. after every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum hen :ht of six inches, and remove trash as needed.
,after every runoff producing rainfall event and at least month], inspect the bypass. inflow and overf7ov,'
structures for blockage and deterioration. Remove any blockage and repair the structure to approved
design specifications.
�. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 751-7c of the original design depth. The system shall be restored
to the original design depth without over -excavating. Over -excavating may cause the required eater
table separation to be reduced and may compromise the ability of the system to perform as designed.
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that wili adversely impact water qualiry (i.e. stockpiling near a stormxater treatment device or stream,
etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurat: sediment accumulation readings can be taken. The measuring device used
to determine the depth at the benchmark shall bc. such that it %vil] give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 1.3 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
It ine DivIi;Ion t�eie T Llne treat t:1� C\'�i ail !� till:n� the �\'�tet t Cl'ill li m. t .:1�' rl� re��:i�d ill on i% l
oeslcn sn�Ciii:atlon�. li ine _\'ae l Cannot bf T.-Paired IO Doi i07-,1 ]I� d� ji n i _I,]_t101, other Ci0rrll'•\ aI[ r
contr01 Cv l es �e _llov,-tu by &IC H .IOFY i-nu i 2, n �. ���r0\ea end cOn�u'u red.
1 acitnoxledce and agree b%, my siCi]atu;e bolo« ihat 1 am responsible for Lh-z rt�ioFrnanc-_ of t:'it five
ma nienance proceduTre; listed abov.-. 1 a� ree to notify DWQ of an,, problems %%iih tine cyst: m or prior to and
changes to the system or responsible p L%.
Print Name and Title: _Tom Hicks, Member/Manager
I%ddr;.ss: _ _ 1107 Bennett Road, Arapahoe, NC 28510
Phone: (252 4a-1421 n _ Date:
Sicnarure:
Vote: The leaallY responsible pam- should nor he a homeo-wners associatior, unless more than _50111 of the lots have been sold and
a resident of the subdivision has beer, named the president.
t, Beth Simmons
Craven
'F-,kL -- f
ti PUBUC r
a Notar\' Public for [he S[aie of North Carolina . Counry of
do heresy certify inat Tom Hacks personally appeared before m:: this
7i�5 . and acknoxled2e the due execution of the forgoing infllr ation basin maintenance
m• hand and official seal.
C�m�ti conuttission expires April 22, 2009
:u:.A?0.99 Pa_t 3 of 3

Permit No. SV (> fl 1 i I
yo he l,rrn iclr,l hi L/116)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANACEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be phorocopied for use as an or'ioina!
DWQ Storm.%•ater \klanauement Plm Revie.y:
A compiete stormwater mana�,ement plan submittal includes a stomswater mana+,ement permit application, an
infiltration basin supplement for each system, desiLm calculations, soils report and plans and specifications
slto..1ng all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name : Wayfarers Cove
Contact Person: Tom Hicks Phone Number: ( 252) 249-1454
-Mls.yorkslieet applies to: Basin No. 4A in Drainage Area 5.94 AC
IL DESIGN' INFOR A'ri0N -Attach supporlitt41 calculations documentation. The soils report must be
based upon an actual Field invesm—,xion and soil bonn,s. County soil maps are not an acceptable source
of soils information. All elevations siiall be in feet mean sea level (fish.
Soils Report Sunsm:u-y
Soil T%'pe
Infiltration Rate
SHNVT Elevation
Basin Design Parameters
Desik—m Storm
Designs Volume
Drawdo,xri Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Alpin
2.0 in;lir or cfilsr/sf ccirck upproprirrre rrnirs)
9.0 fmsl (..Seasorcrl High if'w r Tohle elei v iar )
1 inch (!.� rriclr ��e,rr/or.�:-t „ar�rs. I i,rc{r t+e,x�or orhers)
6,557 CT
0.25 days
Irregular ft. x Shaped
7,134 c.f.
13.0
f-nsl
14.0
fmsl
14.5
fmsl
ft. = 6,353 sq. ft. (boaom dimensions)
[' Iml '), lj- 103 Rev 199 Pu �-'c I „I

III. REQUIRED ITEMS CHECKLIST
The followI'ng checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment. Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the follo��ing design requirements have been met and supporling
documentation is attached, if the applicant has desigmated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of s-,-stem is at least 2 feet above the seasonal hiuh water table.
d. Bottom of the system is 3 feet above -any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or D\VQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public nght-of-.vay.
Draina<,e area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52- inches per hour acid soils report is
attached.
System captures ar)d infiltrates the runoff from the first 1.0 inch of rainfall (!.5 inch event for
:ire, draI mu to SA �yaters 1. Des]`'n Volume and Infiltration calculations attached,
System is sized to take into account the nlnoff at the ultimate btililt-out potential from all
surfaces draining, to the system. including any off -site drainage. Calculations attached.
All side slopes stabilized %pith vegetated toyer are no steeper than 3: l (KV)
A pretreatment device such as a catch basin, grease trap. filter strip, grassed swale or
sediment trap is provided.
m. Bottom of the de%q'ce is covered viVh a ]a-er of clean sand to an average depth of # inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
[ength is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the desigm volume bypasses off-line systems (bypass detail provided).
r. System is desiuned to drag down the design storage volume to the proposed bottom
elevation under seasonal high water conditions %vIthin five days. A soils report and all
pertinent draw -doom calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
t=urm SWt1-10, Rev ?.99 PaLC 2 of

I ,*° IN ILTRATION BASP PER.ATIO` AND NUUNTENA CL ` PvEENLEIT
1. After eyery runoff producing rainfall event and at least monthly inspe';,t the infiitration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vezetated cover to maintain a maximum heig'nt of six inches, and remove trash as needed.
After eery runoff producing rainfall ev-_nt and at least month]v inspect the bypass, inflow° and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved
design specifications.
Remo e accumulated sediment from the pretreatment s� stem and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75 7'c of t;n original design depth. The system shall be restored
to the original design depth without over -excavating. Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to per form as designed_
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that %will adversely_ impact water qualm- (i.e. stockpiling near a sto,—m,vat2r treatment device or stream.
etc.l.
benchmark shall b: establish-vd in the pretreatment unit. The benchmarl- will documeni the oi7rinal
design depth so that accurate sediment accumulation rea6ln2s can be tal.en. The mea _,um'nz: device used
to deicnrninc the deoth at th� benchmark shall besuch [slat It wIll Eiv-, a--i ac-curait deat;l rtadinc and not
rfadlly -L)_-n4'uatt into accllrni!lat'.d
When the design depth reacts 0.75 f_'et in the pretreatment unit. the sediment shall be
removed from both the pr�_treatrnent unit and the infiltration basin.
,. l! .:-I� D.•ti'!:!��re %e... _...� ti.,... i.1e �\:L�.iZ .. .,._..:.?�' l:•;� __... ... I..'....�1�._..�.�L� ti ,. �u i�l �1.'_ ..„1
..z ?:_l��i:.__cl�j. ll in� jl' .�%i �.._, .:i'7i '�:. a�1�.'. j ii1'�'~'1 1-11��.:. +i•1c a;��.i.l ice:
�C..0
'1 L' ^l - nafl: 1`I �• '� ^�L :.•lip ..,_ .',� �� _ M1�1 �" .. `.
b_
]!_ivd aLov1� . I au« to noti:IV W 1t an%- CL'- .- prior t1 an\'
s ;i2m Or :' DS' 17=71\'.
?_ It \;;,ne a�ld Title:� iam HicksLrtem:,er/ilanaaer
cdress: 1107 Berinett Road, Arapahoe, SIC 28510
-1424 Date: 7/
� f
SiCnarure:
Vote.- 711e jega??ti resnorsib?e pam snou?d r.o1 be C 12OTieoti,.-rers assoc.,U,10 lc:ess -.ore :hat rig[ of isle io s hgve been. soli 4 a• !
a resident of the subdiviSior, has beer, ram.ed the president.
Beth Simmons a Noiar-v Public for the State of North Carolina . Cou:v-v of
" 4—
Craven do hereb} 'e,�tifv that Tom Hicks person ,1lv aapeared before me this
.. Lv of _ �" , 2 C- 5. and acknowledge the due execution of the forcoin; infiltration basin maintenance
~o� pss my hand and ofr�cial seal,
a,J w;XI. •I� Y c�S commission expires April 22, 2009
I S�'U 103 R , .9 Paee 3 of 3

Permit No. Wf ?g..jFoI it.�
rlu hc��,+nt•i�lr�l hi•1i11"�li
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORI\• WATER MANAGEMENT PERMIT APPLICATION FORA
INFILTRATION BASIN SUPPLEMENT
This form rriav be pholocopied for use as an original
DWQ Storm ater Management Plan Review:
A complete stormwater nianagement plan submittal includes a storni%vater management permit application. an
infiltration basin supplement for each system, desip calculations, soils report and plans and specifications
sho,xln.: all stormwater conveyances and systern details.
1. PROJECT 1N'FORti9ATION
Project Name : Wayfarers Cove
Contact Person: Tom Hicks
This workslieet applies to: Basin No. 4B
Phone Number: ( 252 ) 249-1454
in DrainaLe Area 0.86 AC
II. DESIGN' INFOR AT[ON, - .attach supportin'U' calcuiations.'docurIterliatioii. The soils report must be
based upon an actual Field invesiluation and soil borinus. CounN' soil maps are not an acceplable source
of soils inforrllation. .All elevations s}zall be in feet mean sea level (fnisl1.
Soils Report Summar-
Soil Type
Infiltration Rate
SH1V'T Elevation
Basin Design Parameters
Design Storm
Desist Volume
Drawdo,,vn Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Stora;,e Elevation
Top Elevation
Alpin
n
9.0
1
in;hr or Cfihr/sf tcircle upprop,krre,r,i;rsl
fill S1 (Sr050rx11 Niiyh f f Ote?- 7uhle rleti•u,ia, j
InC1 u•ore,s. J inch noel %r others)
1,729 c. f.
0.25 days
Irregular ft. zShaped
1 r 824 c. f.
12.0
fats]
13.0
fmsl
15.0
fmsl
ft. = 1 + 550 sq. ft. (horror„ ili„,e,,.rionsi
Form 51kU•IU? Ro. ,.91) I'a,c I of

M. REQUIRED ITEMS CHECKLIST
The follo%vingg checklist outlines design requirements per the Stormwater Best Management Practices 1V1antial
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 1 � A NCAC 2H .100S.
Initial in the space provided to indicate that the fbllo%v1ng desi,al requirements have been met and supporting
documentation is attached. If the applicant has desigmated an agent in the Stormwater Niana<,ement Permit
Application Form, the agent may initial below. attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA \eaters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c Bottom of system is at least 2 feet above the seasonal h1c—,h water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. Svstem is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
Drainaue area for the deg ice is less thin '� acres.
11. Sods a minlnlL1111 hvdraullc conductivir%, of 0.52 inches per ]lour and soils report is
atlached.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall ( 1. 5 inch event f'or
areas draining, to SA waters ). Desi�,n %-plume and infiltration calculations attached.
System is sized to take into account the runoff at the u11i111ate built -out potential from all
surfaces draining, to the system. InclUdlm, any off -site dratnagge. CalCU1,MOnS attached.
k. All side slopes stabilized %%ith ve�.etated cover are no steeper than 3.1 (I+V).
A pretreatment device such as a catch basin, grease trap, filter strip, <,rassed swale or
sediment trap is provided.
m. Bottom of the dev'Ice is covered with a laver of clean sand to an average depth of 4 inches or
dense veLietative cover is provided.
n. Vegetated filter is provided for overflow and detail is sl)o%-,-n on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the desi�,n storage volume to the proposed bottom
elevation under seasonal high water conditions \\]thin five days. A soils report and all
pertinent draw-dowtl calculations are attached.
s. Plans ensure that the installed system \vII1 meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWI J-10 ; Re ,.`Y) Pt-c of

I ','. INFILTR.-',TION BASP PERATION AND NLAI\TE1A\CI- �;REE %IEtiT
1 . After eyery runoff producing rainfall e%'ent and at least monthl}, inspect the infiltration system for erosion,
trash accumulation, %'egetative coN,er, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate yegetative cover, MOW
%,eEeiated cover to maintain a maximum height of six inches. and remm-e- trash as needed.
,after every runoff producing rainfall e� ent and at ]east monthly inspect the b�'pass, inflow and o\'erf7oy.'
structures for blockage and deterioration. Remo%,e any blockage and repair the structure to approN,ed
design specifications.
'. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 751-7o of the original design depth. The system shall be restored
to the on'Rinal design depth without o,.rer-excavating. Oyer -excavating may cause the required water
table separation to be reduced aDd may compromise the ability of the system to perform as designed.
Remo�Ted sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adverse]% impact water quality (i.e. stockpiling near a storm�%*ater treatment det•ice or stream,
etc.).
A benchmark shall be established in the pretreatment unit. The bench: -nark ill document the original
design depth so that accurate sediment accumulation readings can be t?ken. The measuring devic� aced
to determine the depth at the benchma.-k shall be such that it will gi\'e a.-i accurate depth n2adinR --id not
readily tien4trate into accumulated sediments. V
When the design depth reads 0.75 feet in the pretreatment unit. the sediment shall be
remoN-ed from both the pretreatment unit and the infiltration basin.
�. li Z�\ Cti: :� 1 i1 nC 1.7} \'�l n >;'jll 1 �:Z�l i t�l� 4t rf72i7-f to 0;;,C road
uc;l7n CD;�ciilatloi s. li the :' ] Ot DL t0::r? i'� 7 3:i]OP..
�ont:ol `'j s as !iO'. 'Ev NC.'.0 "a .I!DD ni, si by ^'id: o n s. .. .C�.
m\' -IoC+ that 1 am responisibl2 for Ent p"iOr—ma:1C.. it%'-2
:i?1P.i�nan�C procedures l:c.. ted abo`.. I is nOtli%' DWQ of an\' prOblt- s ,nt sys"�'m Or prior to any
_ ,tinges to the s•;tem or responsible pai,y
:Tint Name and Title: Torn Hicks, Mamber/!Manager
.address: 1107 Bennett Road, Arapahoe, NC 28510
P- hone: -1424 j Date: V
Signature: / i
Note: The legally' resnonsible ram' should not be a homeo�•.'ners association, unless more than 07c of the ions have been sold ar.d
a resident of the subaivision has beer named the president.
Beth Simmons
Craven
a 'rotary Public for the State of North Carolina . Count-v of
do Hereby certify that Tom Hicks personally appeared before me this _s
day of �1�,1 20� �, and acknowledee the due execution of the forhoinr infiluaiion basin maintenance
ass m� hand and oftycial seal.
commission expires April 22, 2009
Page 3 of 3

Permit No. l [
Ito Iw prm-illecl h1' Uf1 0,
State of North Carolina
Departinent of I-nvirontnent and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORA
INFILTRATION BASIN SUPPLEMENT
This form may be phoforopied for use as an on inal
QkVQ Storrilwater N,Ianacrement Plan
A complete stormwater manauerllent plan submittal includes a ston-riwater manauement permit application. all
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
silo«ln,(,:, all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Wayfarers Cove
Contact Person: Tom Hicks
Tltls worksheet applles to: Basin No. 5
Phone Number: ( 252 ) 249-1454
in Drainage Area 3.28 AC
` !'::•ill:.' •; 1'.'r:. �rl; I
11. DESIGN INFORMATION - Attach supportinh! calcUla tiotls doClllllerit3ilorl. The soils report must be
based upon an aC:Ual Field and soil borlm_,s. COUnty soil maps are not in acceptable source
of Sol 15 Illformatlon All ele%-ations shall be in feet n1e311 sea le%el (flllsl).
Sails Report Summal-v
Sol Type
hiflltratlon Rate
SFRV7 Elevation
Basin Design Parameters
Design Storm
DesiLu1 Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Pro%rided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Alpin
2.0 in,'hr or cflhrisf rcircle appropriate units')
14.0 —fills] L.S'errsorlal Nr��h !l ut >r l irh!< < h orlon l
1 Inch (IJ inch even/ far.S:'d nruers. I inch e vex! for Others)
4,769 c.f.
0.38 da%•s
Irregular ft. x Shaped ft. = 5,802 sq. ft. (bottom chinerrsimis;
9,764 C.f.
19.0
fills[
20.5
fmsl
22
fmsl
I-orm S%%,U-Ill, Rey ".99 Pa;,c I ol,

Ill. REQUIREDITENISCUIECKLIST
The following checklist outlines design requirements per the Storniw,ater Best Management Practices Nlanual
(Ni.C. Department of Environment. Health and Natural Resources, February 1999) and .-administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
.application Form, the went may initial below. Atlach justification if a t•equit•ement has not been niet.
:applicants Initials
a. System is located -0 feet from class SA %vaters and 30 feet from other surface waters.
b. Svstem is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high -,,,,titer table.
d. Bottom of the system is 3 feet above any bedrock or Impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
DrainaLe area for the device is less than acres.
h. Soils hay e a minimum hydraulic conducti�'it. of 0. �? inches per hour and soils report is
attached.
System captur-2s and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas drarnlnv, to SA waters ). Desi<<n yolt}nle and infiltration calculations attached
System is sized to take into account the ntnoff at the ultimate built -out potential from all
surfaces drainin, to the system. includin, any off -site drainage. Calculations attached.
k. All side slopes stabilized %pith ve<<etated cover are no steeper than 3: i (H:V )
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swde or
sediment trap is provided.
m. Bottom of the device is covered with a laver of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated friter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw-do%vn calculations are attached.
S. Plans ensure that the installed system wi]I meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.

F'F . ItiI'ILTF-'A -10 F;.�51: PEILaT10� .1\D �LkINTENA CL _GP�EE MENT
1, after ever-v runoff producing rainfall event and at least monthly in:re: t the infiltration sysiem for erosion.
trash accumulation, vegetative co,er. and general condition.
?. Repair eroded areas immediatelv• re -seed as necessary to maintain adequate vegetatiVe coVer, moW
','ene[aied cover to maintain a maximum height of six inches. and r"novt! trash as needed.
.after every runoff producing rainy"ail cv nt and at least monihly inspect t�e bypass. inflow and ov—.I-lov,-
sLructures for blockage and deterioration. Remcvt any blockage and repair the structure to approved
design specifications.
Remove accumulated s,-d1rnzni fro:il the pretrea[ment systfrn and Intl: railon basin arinually or'.vh2ri
depth in the pretreatment unit is reuuced to 75cic of th4 original design depun. The s%-stem shall be resiorc;l
to the original design depth without o%'er-e.xcavatina. Over-eacavaii"ns may cause the r:quir;d «-atzr
iable separation to be redU'ced and may compromise the abiiit", of t7e SVS:2771 to pe1_10rr;l as des grid.
nernov-1d sediment shall be dispo-od of in an appropnaie manner and shall not be hanC:led in a man i-_c-
that vvIll In,lpact Wait, cuallr." {l.e. SIDCkpiling near a C_IO„nWa- Ltr ta:aimtnt d2vlce or s*LFtamt
a ben ima }; shall oe e:ia`oll;heu in the pretreairne i unit. T'n original
design depth so i:,al a�vllraie _��?i 1�nt acct Tula ion reauinr� ca;i i'_t:�n. 1 h mt.a ,;ring
r�•n� of '"o n the '�'n�a �.' ji all bz- ill �n that it F ill ci f ��_...rai� d��t:Z r�a;:ing and noto acre +,.1 t u_ t� at � -::n ;: -�
`,'+teen the desi,_'n dtnth re;_)ds 1'13 fc-ei in the Dretreat:il,,!nt unit. the Sediri nt shall 1)c
r C'rI10�'E•d fr(lm hVth the D,`1t7'._1!71Cnt unit _md the Ir1F11t:-2*1(!n 11:3�ii1.
..,�....�na-;�.. �ro�_..�re� i'.;;ea ao' ... I �•r-v� i'J -rot.. D�',t,[� 0 a--. .-,,'�:�...� ..t:n i�u _ �i�:�: or p_lor t` ...
pi,I}i Nai-i a-:d T iti2 Tcm H-ickS, i:em�er�=. n GEr
yud'eSS: 1 107 ?ram_ ^tt Road, =raD hcee NC 2E-D! 0
-7 r--
�non': {2L2)249_1424 •"1 Date: /- r/ US
Sicnature:
Vote: The 1, 0¢11v resoonsiple pam' Snol1!d '":O: he C i70177e0ti.'rer5 is socia:,or ;,r.:ess r" ore :,. C-,c of:;;e .'O r:u','e p:'ir Sn:� ar'.::
a reSiCert Oj the s:�o2,viSior has beer. rams-Z the presi''er,t.
l_ Beth Simmons a Public for the Siaie of `;ors, Carolina . Counr, of
Craven do Tom Hicks n2_50r' alp aapea �d'n�fow m:: this S ��
4 ram., _ _
u:l\" of ��L_4t :��; and ao'.ti.t�u'led^_ um! due ex_zu:1Dn of ih� fe:�'D�.0 :nf-i1L7:!. ion basin maini�.a nct
ttr01d0,a�.J� _ _
='a,��F)en•ix. ;}i 1trr ss my hand and or"ficA seal.
�fC, ��•
. 11S E•`W ��l ,Y�y Mt , commission expires April 22, 2009
n n
,DrM' SWG-10 P w 9 Pay = of 3
'rr �ttC9►►

WAYFARERS COVE
MINNESOTT BEACH, NORTH CAROLINA
Project Description
This project consists of the development of a single-family and multi -family residential
subdivision, marina and related commercial development on a 40.74 acre parcel of land located
at the end of Bennett Road in Minnesott Beach, Pamlico County, North Carolina. It is proposed
that a mixture of single-family homes, townhoiries and condominium units be developed and
conveyed individually. In addition to the residential development, commercial development will
occur on the site including the development of a small restaurant/snack bar facility, a
dockmasters office and ship store, meeting space, a community center and swimming pool
facilities. A new boat repair and maintenance yard will be constructed along the northern side of
the property.
The subject property is currently developed with what was formerly known as the Minnesott
Beach Yacht Basin. This facility has been renamed Wayfarers Cove. This project addresses the
upland area development around the existing marina facilities. It is proposed at some point in
the future to renovate the marina facilities to include the installation of a new bulk head along a
new basin alignment and the installation of new floating docks.
The proposed development will be served by public water service provided by Pamlico County
and on -site sewage disposal and treatment area.
The following permits are being secured associated with the upland development portion of the
proposed project:
CAMA Major Permit
2. Coastal Stormwater Permit
Erosion and Sedimentation Control Permit
4. Public Water Permit
5. On -Site Wastewater Permit
6. NPDES Permit (for bottom washing operations)
Additional permitting will be required at the time that the marina renovation occurs.

Find below a general description of the proposed development as it relates to each of these
permits.
A. CAMA Major Permit
A CAMA Major permit is being sought in order to properly execute this project. CAMA
Areas of Environmental Concern (AEC) exist on the property. Limited development is
proposed to occur within these CAMA AEC areas as a part of the proposed upland
development. The proposed disturbance within the CAMA AEC area as part of the
upland development includes the installation of limited impermeable surfaces within the
CAMA AEC area and the light filling and grading in the AEC areas to establish finish
grades. Additionally, rip rap shoreline stabilization will be installed along the existing
storm escarpment along the Neuse River shoreline on the project site.
Otherwise, no other land disturbing activities or construction are proposed to occur
within the CAMA AEC or below the normal water level as a part of this submittal.
B. Coastal Stormwater Permit
The subject property is located adjacent to the Neuse River and Alligator Gut. These
water bodies have a classification of SB, Sw, NSW. SA waters do exist at a point in the
Neuse River east of the site. The SA and SB delineation line extends from Wilkerson
Point to Cherry Point on the southern shoreline of the Neuse River. This delineated line
is located in excess of one-half mile from the subject property.
The proposed development on the subject property will result in an overall built -upon
density of 32.5% necessitating a High Density Stormwater permit. Due to the superior
soil conditions present on the site, the depth to groundwater, and considering the limited
space available for a stormwater retention system, infiltration basins will be employed to
satisfy the Coastal Stormwater Regulations. All runoff from newly created impermeable
surfaces will be routed to these infiltration basins. Small fringe areas located between the
rear of the proposed development and the Neuse River or Alligator Gut surface waters
are naturally graded to drain towards these water bodies. No runoff from these areas are
proposed to be collected and routed through the Stormwater systems due to elevation
constraints. These areas are presently covered with grass vegetation or trees and limited
no grading or altering of the surfaces in these fringe areas will occur.
A total of (8) drainage basins are located on the subject property as follows:
Drainage Basin No. 1 covers a total area of 7.51 acres. It is proposed that this drainage
basin be developed to a density of 43.9% built -upon. The one -inch storm within this
drainage basin will be collected and routed to Infiltration Basin No. 1 which will be
constructed adjacent to the tennis court area. The one -inch storm volume for this basin is
13,802 cubic feet. The provided retention volume is 13,802 cubic feet. Any volume in
excess of the storage volume will bypass the infiltration basin and will discharge in a
non -erosive fashion to a flow dissipating swale which will spill runoff across the

bulkhead area. Although this drainage area exceeds the 5 acre limit for infiltration basins
the entire drainage area for Basin No. 1 will be treated through this basin system. Due to
the topography and limited space, one larger infiltration basin was determined to be the
best alternative. The draw down times of the soils found in Wayfarers Cove in addition
to the basin size are more than adequate to handle the entire 7.51 acre drainage area.
Drainage Basin No. 2 covers a total area of 6.25 acres. It is proposed that this basin be
developed to an overall density of 44.9 % built -upon area. It is proposed that all runoff
from Drainage Basin No. 2 be routed to Infiltration Basin No. 2 which will be
constructed on the western side of the proposed community center. The required one -
inch storm volume at this basin is 11,773 cubic feet. The provided storage volume is
11,773 cubic feet. All runoff in excess of the storage volume will bypass the infiltration
basin and will discharge to the vegetated area at the rear of the condominium and
townhouse development along the proposed future bulkhead. Drainage Basin No. 2 also
exceeds the 5 acre limit; however, it was also determined that an enlarged infiltration
basin would be the best alternative. The basin size in combination with the soils present
are more than adequate to handle the 6.25 acre drainage area.
Drainage Basin No. 3 covers a total area of 2.51 acres. This drainage basin is located on
the Neuse River end of the project. It is proposed that this drainage basin be developed
to an overall density of 61.2%. All runoff from this drainage basin will be routed through
Infiltration Basin No. 3. The required one -inch storage capacity in this basin is 5,905
cubic feet. The provided storage volume is 6,074 cubic feet. All runoff in excess of the
storage volume will discharge to Alligator Gut via flow spreading swales.
Drainage Basin No. 4A covers a total area of 5.94 acres. This drainage basin is located
on the northern end of the project site. The majority of this drainage basin consists of the
low pressure sewer system disposal area. It is proposed that this drainage basin be
developed to an overall density of 17.6%. All runoff from this drainage basin will be
rerouted through Infiltration Basin No. 4A. The required one -inch storm volume is 6,557
cubic feet. The provided storage volume in Infiltration Basin No. 4A is 7,134 cubic feet.
All runoff in excess of -the storage volume will discharge to Alligator Gut via flow
spreading swales. Drainage Basin No. 4 also exceeds the 5 acre limit; however, it was
also determined that an enlarged infiltration basin would be the best alternative. The
basin size in combination with the soils present are more than adequate to handle the 5.94
acre drainage area.
Drainage Basin No. 413 covers a total area of 0.86 acres. This drainage basin is located
on the northern end of the project site. It is proposed that this drainage basin be
developed to an overall density of'48.9%. All runoff from this drainage basin will
rerouted through Infiltration Basin 4B. The required storage capacity in this basin is
1,729 cubic feet. The provided storage volume is 1,824 cubic feet. All runoff in excess
of the storage volume will discharge to Alligator Gut via flow spreading swales.

Drainage Basin No. 5 covers a total area of'3.28 acres. Drainage Basin No. 5
encompasses the proposed boatyard area. A separate infiltration basin is proposed for
this area which will collect and treat in excess of the one -inch storm volume and to avoid
co -mingling of runoff into other drainage basins on the project. The minimum required
storm volume is 4,769 cubic feet; however, a total capacity of 9,764 cubic feet is
provided representing storage capacity for an approximate two-inch storm. Any runoff in
excess of the provided storage volume will bypass the infiltration basin and will
discharge to the flow spreading swale located adjacent to the haul out facility as shown
on the project plans.
Drainage Basins Nos. 6, 7 and 8 represent the fringe areas of the site which are located
topographically downgradiant of the proposed development. Drainage Basin No. 6 is
located on the eastern side of the project site downgradiant of Drainage Basin No. 4. An
existing gravel road located within this drainage basin will be removed as a part of the
proposed construction and this area will be revegetated in order to re-establish a buffer
area. The proposed revegetation of this area will result in additional treatment beyond
that which currently exists today and will result in the re-establishment of a buffer area
adjacent to the surface waters of Alligator Gut.
Drainage Basin No. 7 represents the fringe area along Neuse River Drive. The majority
of this area will remain vegetated with the existing mature vegetation that exists today.
Small portions of the proposed Ridge Wynd will drain to the vegetated areas of this basin
and will infiltrate.
Drainage Basin No. 8 represents the fringe area located adjacent to the Neuse River and
Alligator Gut at the southern end of the project. Limited to no grading activities will
occur within this fringe area. The existing vegetation is proposed to remain in this area
of the project.
A soils evaluation has been completed on the subject property as a part of the initial design
efforts for the installation of an on -site septic system on the property. Hydraulic conductivity
tests were completed on the site at an elevation of approximately 18 to 23 feet above the water
level. Groundwater was found to exist in this area of the site at depths in excess of 9 feet below
the surface. Hydraulic conductivity tests revealed an average hydraulic conductivity of the soils
of 108.05 inches per hour. The soils on this site generally consists of a Alpin fine sands which
are very sandy in nature to depths in excess of five feet below the surface. It is proposed that the
bottom of the infiltration basins be constructed approximately two feet below grade. Table 15 of
the Pamlico County Soils Survey provides a recommended permeability rate within the Alpin
tine sands between 2.0 and 6.0 inches per hour. It is proposed that the infiltration basins be
constructed to a maximum flooded depth of two feet. Considering an infiltration rate of 2.0
inches per hour, the infiltration basin should go dry within a time period of 12 hours of a storm
event or %z days. The complete soils report is included as an attachment to this narrative.

C. Erosion and Sedimentation Control Permit
An Erosion and Sedimentation Control permit will be needed to properly execute the
project since in excess of one acre of land will be disturbed. It is proposed that all areas
of the subject property other than the majority of the areas within the existing 50 foot
Neuse Riparian Buffer area and those areas below the normal water level be disturbed to
execute the project. The project covers a total area of 34.85 acres exclusive of the
surface water areas of Alligator Gut located on the site. Less than 34.85 acres will be
disturbed since no existing riparian buffer areas will be impacted by the proposed
construction other than light grading activities. However a permit lee covering a total
disturbed area of 34.85 acres, or $1,750 is included with the permit application.
Erosion and Sedimentation Control devices will be utilized on the subject property to
protect the abutting surface waters and surrounding properties. Permanent vegetation
will be established on the site in order to stabilize the finish surfaces.
D. Pubic Water Supply Permit
A Public Water Supply permit will be sought to properly execute the project. An existing
6-inch water main is located adjacent to the property along Bennett Road, Neuse River
Road and on the northern side of the project on the present day Clark property.
Connections will be made to each of these water mains to form a looped water
distribution system throughout the project in an effort to maintain system pressures and
flow. The existing water distribution system in this area is owned by Pamlico County.
Project plans and specifications for the water distribution system will be submitted to the
State of North Carolina through Pamlico County for approval.
E. On -Site Wastewater Permit
Sewage disposal for the project will be provided by an on -site sewage disposal system.
This system will generally consist of a septic tank at each residential unit and at each
commercial building. Effluent from the septic system will be collected in a pump tank
and will discharge through a low pressure effluent only system to a pre-treatment unit
which will be located on the north end of the project site. The 4.17 acre parcel of land
located on the northeastern corner of the project has been set aside for effluent treatment
and disposal. Sewage effluent will discharge through a recirculating filter media to
remove solids and provide treatment. From this point, the sewage effluent will be
discharged to a low pressure sewer distribution system to be located on the 4.17 acre
parcel.
The on -site sewage disposal system will be permitted by the North Carolina Department
of Environmental and Natural Resources (NCDENR) On -Site Wastewater Section. The
permit application will be submitted through the Pamlico County Health Department
prior to being forwarded to the State.

y+ ]
F. NPDES Permit
An NPDES permit is being secured for the project associated with bottom washing and
rinsing operations that will occur in the boatyard area of the site. It is proposed that all
bottom washing operations occur on a concrete wash pad as depicted on the project
plans. All runoff from bottom washing operations will be collected in a recirculating
system. Solids will be collected in a grit chamber and all effluent will be recirculated.
Future_ Proposed Development
It is proposed that at some point in the future that the existing marina facilities at Wayfarers
Cove be renovated. This proposed renovation will consist of the removal of the existing dock
system and bulkhead and the installation of a new floating dock system and bulkhead, along a
new alignment. This realignment of the basin will result in the re-establishment of new riparian
buffer and CAMA AEC areas parallel with the new bulkhead. The upland development
proposed at this time has been laid out to accommodate the future proposed 50 foot riparian
buffer limit and 75 foot CAMA AEC limit.
In addition to the marina renovations, it is proposed at a some point in the future that shoreline
stabilization be installed along the Neuse River side of the project in order to stabilize the steep
slopes in this area. A shoreline stabilization permit application will be submitted in conjunction
with the marina renovations permit.

Enw'a�Rlental and Sal
Service, Inc,
November 2, 2004
Mr. Tom Hicks
Minnesott Beach Holding, LLC
1616 Anderson Road
McLean, VA 20102
P.O. Box 82
Pinetops, N.0 27884
Ph [phone]
Fax [phone]
t
Subject: Soils information and mounding analysis for a subsurface wastewater
disposal system proposed to serve a marina and condominium project in Minnesott
Beach, Pamlico County, North Carolina.
Dear Mr. Hicks,
Please find enclosed four copies of the report for the referenced site. Each report includes in the
following order:
1. Soil descriptions and spirt spoon results from the proposed nitrification field area
2. Results of four constant head permeameter test
3. Results of three slug tests
4. A groundwater -mounding analysis
5. A map that shows the location of the investigation area and each test/sampling site
6. A groundwater flow and gradient reap
Background
The property is located between SR 1121 (Bennett Road) and the present Minnesott Beach Yacht
Basin. The investigation area consists of approximately 4 acres located in a wooded area just to the
southeast of SR 1121. A preliminary soil investigation was conducted by ESS on April 19, 2004. The
purpose of the preliminary investigation was to determine if it appeared that the site would be a
candidate for a subsurface wastewater disposal system that would be designed for a flow of 18,000 to
20,000 GPD. The soils were found to lie on the Minnesott Ridge, which formed at the shoreline of an
ancient sea (Pamlico County Soil Survey). The Minnesott Ridge consists of sandy soils that are highly
permeable. This investigation revealed the area consisted mainly of soils that were most like the Alpin
soil series, which is excessively well drained. The landscape was gently rolling with elevations ranging
from 20 to 29 feet in the investigation area. The design flow of the proposed septic system is
understood to have increased to 36,200 gallons per day (GPD) of domestic wastewater. It is
understood that the proposed wastewater system will incorporate -pretreatment of the sewage effluent
to at least TS I treatment standard followed by LPP distribution.
As requested, ESS has conducted the site work necessary to determine the size of the proposed LPP
system and do the groundwater mounding analysis for the proposed septic system. The long-term
acceptance rate (LTAR) that is proposed for the disposal system was determined based texture of the
soil, the hydraulic conductivity of the soil and the fad that the effluent will be receiving pretreatment
before disposal.

• Page 2 November 2, 2004
General Site Information
The site was relatively flat near SR 1121 and had a general drop in elevation to the south and
southeast toward the Neuse River and the existing marina. The landscape became more rolling with
movement toward the southeast. W2 will be used as the location for the groundwater mounding
analysis since it appears that W2 is located at an elevation that would be dose to the center of the
disposal area. The area investigated varied in elevation from 29.00' to 20. DO'.
The area consists of excessivety welt -drained, sandy (group 1) soil. Static groundwater on the day of
testing (10/17104) was 12.1 feet below the surface at W1, 9.87 feet below the surface at W2, 13.5 feet
at W3, 7.21 feet at B1 and 0.83 feet at B7. See the enclosed map for locations of wells and borings. B7
was located in an isolated wetland area. The soil is most like the Alpin series. Detailed soil descriptions
are enclosed. The estimated hydraulic conductivity according to the Pamlico County Soil Survey is
between 2 and 6 in/hr in the "A" horizon, 6 to 20 in/hr from 5 to 44 inches below the surface and 2 to 6
in/hr from 44 to 80 inches. Soil morphology and observed static water levels in wells indicate the
seasonal high water table to be about 11 feet at W1, about 9 feet at W2 and less than one foot at 67.
Severai soil borings were done in the proposed system area to determine that no fill or debris was
present.
Testing and Materials
The hydraulic conductivity (Ksat) of the unsaturated zone was measured using the compact constant
head permeameter (CCHP). Pour tests were run in the unsaturated zone. The reported conductivities
in three of the four test are conservative given the fad that each of the three test absorbed water so fast
that the CCHP could not supply water fast enough to establish predetermined heads. In these cases, a
constant head of 10 cm was used to calculate the conductivity. The results of the CCHP tests are on
the worksheets entitled Saturated Hydraulic Conductivity Test. The results of three slug tests run on
the saturated portion of the unconfined aquifer are also enclosed. The Ksats for the slug tests were
3.25, 7.16 and 7.26 inchesthour at W1, W2 and W3, respectively. An equivalent conductivity was used
in the mounding analysis, which will be covered later in this report. The average of the CCHP tests was
used from a depth of 0 to 7 feet. The average of W2 and W3 was used from 7 to 20 feet and the results
of the slug test at W1 were used from 20 to 30 feet. The reason for putting W2 and W3 together was
that each of these wells extended from the surface to 20 feet and each well had five feet of screen. W1
was separated because it extended from the surface to the impermeable layer, which was at 30 feet
and the well had a ten -foot screen. The equivalent conductivity was calculated as follows:
Ke = K, x D, + Kzx DzK3 x D3 Where K = hydraulic conductivity, and D = depth of horizon
So; K. = 36.2 ft/day x 7 ft + 14.42 f hday x 13 ft + 6.5 ftldW x 10 ft
7ft+ 13ft+ 10ft
K, = 506ft2lday , Ke = 16.87 ft/day
30 ft
The group 1 texture and the results of the hydraulic conductivity tests indicate that there is sufficient
conductivity to warrant a long-term application rate (LIAR) of 1.0 gallons/daylft2 for a conventional type
septic system (.5 gallorrddaytft 2 for LPP). If only one percent of the hydraulic conductivity is used to
determine the LTAR, a LTAR of 2.8 galions/daye can be justified based on conductivity
measurements. A low pressure pipe system designed with no pretreaftTenrt that is to serve a 36,200
GPD wastewater facility would require 72,400 W of absorption area for the primary system. If
pretreatment is used prior to disposal, the required absorption area can be reduced by 50%. A 50%
reduction would yield an absorption area of 36,200 ft2.

r Page 3 November 2, 2004
The depth to the impermeable layer used in calculations was 30 feet below the surface. The split
spoon samples indicate a possible impermeable layer to be at 30 feet below the surface. The results of
split spoon samples to 30 feet are enclosed.
The computer program Colorado State was used in the mounding analyses. Colorado State uses
inputs such as, hydraulic conductivity (Ksat), depth to the impermeable layer, level of the initial water
table, thickness of transmissive layer, design flow and length to width ratios of the drain field to
determined the height of the groundwater mound beneath the drain field over time. The model was run
with a stream input at 400 feet The distance of 400 feet represents the distance from the center of the
drain field to the channel at the marina. The initial depth to water was set at 9.0 feet below the surface,
which represents the depth to the seasonal sal wetness condition based on soil morphology at W2.
The model was set to show the rise in the groundwater mound from the center of the drain -field to a
point 400 feet from the center. The results of the mounding analysis are entitled Mounding Analysis,
Minnesott Beach Holding, Marina Site. The mounding analysis predicts a rise of 3.2 feet in the level of
the groundwater at the center of the drain field after 360 days. The wastewater was applied to a 400' x
90.5' area at the rate of 1.0 gpd/ftz (.13 ft/day). The transmissive layer was considered to be from the
surface to the depth of the impermeable layer, which was set at 30 feet below the surface. The model
predicts the final mounding height to be at relative elevation 20.09 feet or 5.8 feet below the surface at
W2. The mounding analysis assumes that all wastewater will be applied to the 400' x 90.5' area. In
reality, the wastewater will probably be applied to subfields, which would lessen the effect of the
groundwater mound.
Conclusions
These findings indicate that existing soil conditions will allow a LPP system with pretreatment to be
installed that will handle a design flow of 36,200 GPD at an adjusted LTAR of 1.0 gpd/ftz. Based on
pretreatment of the wastewater and LPP distribution, the absorption area required for the primary drain
field will be 36,200 ft2. An equivalent area will have to be designated for the repair area. The mounding
analysis predicts a rise of 3.2 feet in the level of the groundwater at the center of the drain field after one
year. Given a seasonal high water table that is 9.0 feet below the surface, the groundwater mounding
analysis indicates there should be adequate separation to install LPP lines in the natural soil without the
addition of fill,
The local health department and the on -site wastewater and groundwater sections of the Department
of Environment and Natural Resources must review and approve the findings of this report.
If you have any questions please contact me at (252) 8274348
Respectfully Submitted, cam"
�o%D S��^
r
�COTT 5T✓fj .
C �S. J writ O��` 4
P
Scott StoneIr"f1�
Licensed Soil Scientistk .'
Registered Sanitarian •�,;;;�;
1Q38 ��
Enclosure O'z
Cc Kevin Avdis, Avdis Engineering,
1794-2-04

k�
Soil Descriptions
Minnesott Beach Holding, LLC-
Marina Site
B2
A 0 to 11 inches; olive brown (2.5Y 4/3) sand; single grained, loose.
E 1 11 to 20 inches; light olive brown (2.5Y 5/6) sand; single grained, loose.
E2 20 to 24 inches; light yellowish brown (2.5Y 6/4) sand; single grained, loose.
E3 24 to 33 inches; light yellowish brown (2.5Y 6/3) sand; single grained, loose.
E4 33 to 46 inches; white (2.5Y 8/1) sand; single grained, loose.
B 46 to 60 inches; olive yellow (2.5Y 6/6) sand/loamy sand; single grained, loose.
Note: The lenses in the color of 2.5Y 8/1 are not indicative of a seasonal soil wetness
condition.
W3
A 0 to 9 inches; dark grayish brown (2.5Y 4/2) sand; single grained, loose.
E1 9 to 20 inches; light olive brown (2.5Y 5/6) sand; single grained, loose.
E2 20 to 36 inches; olive yellow (2.5Y 6/6) sand; white (2.5Y 8/1) lenses; single grained,
loose.
E3 36 to 60 inches; pale yellow (2.5Y 7/4) sand; white (2.5Y 8/1) lenses; single grained.
loose.
Note: Static water level was at 13.5 feet from the surface in W3 on 10/17/04. The lenses
in the color of 2.5Y 8/1 are not indicative of a seasonal soil wetness condition.
133
A 0 to 12 inches; dark grayish brown (2.5Y 4/2) sand; single grained, loose.
E1 12 to 14 inches; light olive brown (2.5Y 5/3) sand; single grained, loose.
E2 14 to 45 inches; light yellowish brown (2.5Y 6/4) sand; white (2.5Y 8/1) lenses;
single grained, loose.
E3 45 to 60 inches; pale yellow (2.5Y 7/3) sand; white (2.5Y 8/1) lenses; single grained,
loose.
Note: The lenses in the color of 2.5Y 8/1 are not indicative of a seasonal soil wetness
condition.

N IK
Split Spoon Samples
W1
1 to 2.5 feet; light yellowish brown (2.5Y 6/4) sand, Blow Count 2,2,3
3.5 to 5 feet; pale yellow (2.5Y 7/3) sand, Blow Count 2,2,2
6 to 7.5 feet; olive yellow (2.5Y 616) sand, Blow Count 2,3,4
8.5 to 10 feet; light yellowish brown (2.5Y 6/4) sand, brownish yellow (IOYR 6/8) and
light. yellowish brown (2.5Y 6/3) mottles, Blow Count 3,5,4
13.5 to 15 feet; mottled light brownish gray (2.5Y 6/2) and brownish yellow (IOYR 6/8)
and light yellowish brown (2.5Y 6/4) sand, Blow Count 3,3,8
18.5 to 20 feet; mottled strong brown (7.5YR 5l8) and yellowish brown (1 OYR 5/8) and
gray (10YR 511) sand with some pockets of clay, Blow Count 2,5,7
23.5 to 25 feet; Gley 1 greenish gray (l0Y 5/1) sand, Blow Count 5,5,5
28.5 to 30 feet; Gley 1 greenish gray (1 OY 511) sand, cemented shell fragments in lower
part, Blow Count 10,8,6

ti ti
Environmental & Soil Service
Saturated Hydraulic Conductivity Test
Compact Constant Head Permeameter Method
Site Name: Minnesott Beach Holding LLC
Area Size: +/- 4 acre
Parcel I.D. Number:
Location: Minnesott Beach Marina Site
Tested By: Scott Stone
owns asea Nona Bases MEN 000NUNESamom aaamamsomemo a@NONEaass m»■memaMEEMEN0aamMEaamaMEEaMEMOMEE0
Boring #1: At W2
Circle: I reservoir 2 reservoirs
Hole depth (cm):
57.2
Diameter of hole:
6.0
Height of water at steady state:
19.05
Area of small reservoir:
20 cm2
Area of small + large reservoir:
105 cm2
Measured drawdown in reservoir(s)
in cm/hr (convert to hours if using
minutes or seconds as time interval):
270
Volume of water used at steady state (cm-):
28.350
Saturated hydraulic conductivity (cm/hr):
21.03
Boring 42: At W2
Circle: 1 reservoir 2 reservoirs
Hole depth (cm):
131.1
Diameter of hole:
6.0
Height of water at steady state:
10
Area of small reservoir:
20 cm2
Area of small reservoir + large reservoir:
105 cm2
Measured drawdown in reservoir(s)
in cm/hr (convert to hours if using
minutes or seconds as time interval):
216
Volume of water used at steady state (cm''): 22.680
Saturated hydraulic conductivity (cn-/hr): 42.4
Boring 93: At W3
Boring #4: At W3
Circle: l reservoir 2 reservoirs
Circle: I reservoir 2 reservoirs
Hole depth (cm): 66.7
Hole depth (cm):
130
Diameter of hole: 6.0
Diameter of hole:
6.0
Height of water at steady state: 10
Height of water at steady state:
10
Area of small reservoir: 20 cm2
Area of small reservoir:
20 cm2
Area of small + large reservoir: 105 cm2
Area of small + large reservoir:
105 cm2
Measured drawdown in reservoir(s) in
Measured drawdown in reservoir(s) in
cm/hr (convert to hours if using minutes
cm/hr (convert to hours if using minutes
or seconds as time interval): 252
or seconds as time interval):
360
Volume of water used at steady state (cm): 26,460
Volume of water used at steady state (cm):
37.900
Saturated hydraulic conductivity (cm/hr): 49.5
Saturated hydraulic conductivity (cm/hr):
70.7
Comments: Actual conductivities in Boring 2, 3 and 4 were so fast that the predetermined head of 15 —
20 cm could
not be established. 10 cm was used as the head of water at steady state. Using 10 cm would yield a conservative
measure of the hydraulic conductivity.

! %
AQTESOLV for Windows
Data Set: C:IAQTW11794-1 S3.AQT
Date: 11 /02/04
Time: 12.03.47
PROJECT INFORMATION
Company: ESS
Client: Minnesott Beach Holding, LLC
Project: 1794-1-04
Location: Pamlico County (Marina)
Test Date: 10/17/04
Test Well: W3
AQUIFER DATA
Saturated Thickness: 16.7 ft
Anisotropy Ratio (Kz/Kr): 1.
OBSERVATION WELL DATA
Number of observation wells: 1
Observation Well No. 1: W3
X Location: 0. ft
Y Location: 0. ft
No. of observations: 6
Observation Data
Time min Displacement (ft) Time min Displacement (ft) Time min Displacement (ft)
0.2 0.667 0.4 0.333 0.7 0.208
0.283 0.416 0.567 0.25 0.95 0.167
SOLUTION
Aquifer Model: Unconfined
Solution Method: Bouwer-Rice
VISUAL ESTIMATION RESULTS
Estimated Parameters
Parameter Estimate
K 14.52 ft/day
y0 0.7938 ft
AUTOMATIC ESTIMATION RESULTS
Estimated Parameters
11/02/04 1 12.03.47

w
AQTESOLV for Windows
Parameter Estimate
K 15.3
y0 0.94
Parameter Correlations
K y0
K 1.00 0.90
y0 0.90 1.00
Residual Statistics
for weighted residuals
Std. Error
3.099 ft/day
0.1529 ft
Sum of Squares .... 0.01685 ft2
Variance ........... 0.004212 ft2
Std. Deviation ...... 0.0649 ft
Mean .............. 0.005368 ft
No. of Residuals ... 6.
No. of Estimates.... 2
11 /02104 2 12:03:56

AQTESOLV for Windows
Data Set: CaAQTW11794-1S2.AQT
Date: 10/26/04
Time: 11:59:26
PROJECT INFORMATION
Company: ESS
Client: Minnesott Beach Holding, LLC
Project: 1794-1-04
Location: Pamlico County (Marina)
Test Date: 10/17/04
Test Well: W2
AQUIFER DATA
Saturated Thickness: 18.21 ft
Anisotropy Ratio (Kz/Kr): 1.
OBSERVATION WELL DATA
Number of observation wells: 1
Observation Well No. 1: W 2
X Location: 0. ft
Y Location: 0. ft
No. of observations: 9
Observation Data
Time min
Displacement (ft)
Time min
Displacement (ft)
Time min
Displacement
0.167
1.708
0.667
0.5
1.167
0.333
0.33
1.042
0.883
0.396
1.33
0.25
0.5
0.708
1.
0.375
1.5
0.229
SOLUTION
Aquifer Model: Unconfined
Solution Method: Bouwer-Rice
VISUAL ESTIMATION RESULTS
Estimated Parameters
Parameter Estimate
K 14.32 ft/day
Y0 1.909 ft
AUTOMATIC ESTIMATION RESULTS
10/26/04 1 11:59:26

AQTESO!_V for Windows
Estimated Parameters
Parameter Estimate
K 15.04
y0 2.202
Parameter Correlations
K yQ
K 1.00 0.82
y0 0.82 1.00
Residual Statistics
for weighted residuals
Std. Error
1.591 ftlday
0.1888 ft
Sum of Squares .... 0.0866 ft2
Variance.. ......... 0.01237 ft2
Std. Deviation ...... 0.11 12ft
Mean ............ . . 0.02257 ft
No. of Residuals ... 9_
No. of Estimates.... 2
10/26/04 2 11:59:30

AQTESOLV for Windows
Data Set: C:\AQTM1794-lSI.AQT
Date: 10/26/04
Time: 11:18:57
PROJECT INFORMATION
Company: ESS
Client: Minnesoft Beach Holding, LLC
Project: 1794-1-04
Location: Pamlico County (Marina)
Test Date: 10/17/04
Test Well: W1
AQUIFER DATA
Saturated Thickness: 17.63 ft
Anisotropy Ratio (Kz/Kr): 1.
OBSERVATION WELL DATA
Number of observation wells: 1
Observation Well No. 1: W 1
X Location: 0. ft
Y Location: 0. ft
No. of observations: 30
Observation Data
Time min Displacement (ft) Time min Displacement (ft) Time min Displacement (ft)
0.0833
6.33
0.917
2.
1.75
0.562
0.167
5.583
1 _
1.708
1.883
0.5
0.25
5.
1.083
1.562
1.917
0.458
0.33
4.416
1.167
1.417
2.
0.417
0.416
3.75
115
1.271
2.083
0.375
0.5
3.417
1.33
1.125
2.167
0.333
0.583
3.083
1.416
0.958
2.25
0.291
0.667
2.812
1.5
0.792
2.33
0.25
0.75
2.542
1.583
0.708
2.416
0.229
0.883
2.271
1.667
0.625
2.5
0.208
SOLUTION
Aquifer Model: Unconfined
Solution Method: Bouwer-Rice
VISUAL ESTIMATION RESULTS
Estimated Parameters
10/26/04 1 11:18:57

AQTESOLV for Windows
Parameter
K
y0
Estimate
6.506
7.051
ft/day
ft
AUTOMATIC ESTIMATION RESULTS
Estimated Parameters
Parameter
Estimate
Std. Error
K
6.506
0.06658 ft/day
yQ
7.051
0.-05304 ft
Parameter Correlations
_K Y0
K 1.00 0.75
y0 0.75 1.00
Residual Statistics
for weighted residuals
Sum of Squares . _ .. 0.1293 ft2
Variance ........... 0.004619 ft2
Std. Deviation ...... 0.06796 ft
Mean ........ . .. . ..-0.003357 ft
No. of Residuals ... 30.
No. of Estimates.... 2
10/26/04 2 11:19:09

Mounding Analysis, 1-linnesott Beach Hoiding, LLC. Marina Site
RECHARGE RATE
_ .13 FT/DAY
TRANSMISSIVITY
= 506 SQ.FT/DAY
SPECIFIC YIELD
= .15
BEGINNING TIME
= 60 DAYS
FINAL TIME
= 360 DAYS
TIME INCREMENT
= 60 DAYS
TIME OF CUT OFF
= 360 DAYS
BEGINNING DISTANCE
= 0 FT
FINAL DISTANCE
= 400 FT
DISTANCE INCREMENT
= 100 FT
DEPTH
= 9 FT
WIDTH
= 400 FT
LENGTH
= 90.5 FT
ANGLE
= 0 DEGREES
STREAM DISTANCE
= 400 FEET
MOUND PROFILE
YES
STREAM DISCHARGE
NO
TIME
DISTANCE
HEIGHT
(DAYS)
(FT)
(FT)
60.000
0-000
2.813
60.000
100.000
2.003
60.000
100.000
2.167
60.000
200.000
1.205
60.000
200.000
1.549
60.000
300.000
0.568
60.000
300.000
1.123
60.000
400.000
0.000
60.000
400.000
0.820
120.000
0.000
3.031
120.000
100.000
2.176
120.000
100.000
2.420
120.000
200.000
1.325
120.000
200,000
1.826
120.000
300.000
0.629
120.000
300.000
1.414
120.000
400.000
0.000
120.000
400.000
1.114
180.000
0.000
3.113
180.000
100.000
2.240
180.000
100.000
2.519
180.000
200.000
1.369
180.000
200.000
1.939
180.000
300.000
0.652
180.000
300.000
1.537
180.000
400.000
0.000
180.000
400.000
1.245
240.000
0.000
3.157
240.000
100.000
2.273
240.000
100.000
2.571
240.000
200.000
1.392
240.000
200.000
1.999
240.000
300.000
0.663
240.000
300.000
1.605
240.000
400.000
0.000
240.000
400.000
1.318
300.000
0.000
3.183
300.000
100.000
2.294
300.000
100.000
2.604

300.000
200.000
1.405
300.000
200.000
2.037
300.000
300.000
0.670
300.000
300.000
1.647
300.000
400.000
0.000
300.000
400.000
1.365
360.000
0.000
3.201
360.000
100.000
2.307
360.000
100.000
2.626
360.000
200.000
1.415
360.000
200.000
2.063
360.000
300.000
0.675
360.000
300.000
1.677
360.000
400.000
0.000
360.000
400.000
1.397

.Agq;4-e�iA2.pla 10-21.2004
Soil and Test Site Location Map For Minnesott Beach Holding, LLC
SR 1121 (Bennett Place Road), Pamlico County, North Carolina
ti ti k/
2 Q
c
.o
m/
y - (27.57')
CO
°/O wi
m A
k/
G
4` ^' TBM- Edge of Pavement (26.00) B
`q 'h
z
Legend
(26.00') Relative Ground Elevation
G Hand Auger Boring Location
A CCHP Test Location
7.77') /
V3
This map is not a survey. The boundary of
this map was formed from a survey and
adjusted to match GPS data collected by ESS.
See Report For More Detail
150.00 feet
O Slug Test Location
1 inch
Area Contains Isolated 404 Wetlands And Headslope
Leading To Wetlands, Unsuitable For Disposal Area Environmental & Soil Service, Inc.
P.O. Box 82
Concave Landscape Position With Suitable Soils, Pinetops, NC 27864
Area Is Limited For Disposal Area

cWoq�t\1 %tS44�-pia 10.2t-200a
Direction of Groundwater Flow and groundwater Gradient Map For Minnesott Beach Holding
SR 1121 (Bennett Place Road), Pamlico County, North Carolina
O 'ry ryti
2
o W /
'V~ P
b� m
Z Q
r
r" o
{i s.at a1'
Groundw
4
0/X5-"
;r
TBM- Edge oT Pavement (26.00)
ti Mom' /
2
This map is not a survey. The boundary of
this map was formed from a survey and
adjusted to match GPS data collected by ESS.
640 s ss . s9 f�
GB2
A Groundwater Flow
(D (14,2T)
c� \ B3�
a\ B4 Direction of Groundwater Flow
Legend
O Hand Auger Boring Location
(16.02') Relative Groundwater Elevation
Determing Direction of Flow
1 (16.02-15.47)=(16.02-14.27)
X 201
X=63'
U(16.02 - 14.27') _ (16.02 - 13.88)
X 299.5
X = 245'
See Report For More Detail
150.00 feet
O Slug Test Location
1 inch
Area Contains Isolated 404 Wetlands And Headslope
Leading To Wetlands, Unsuitable For Disposal Area Environmental & Soil Service, Inc.
P.O. Box 82
Concave Landscape Position With Suitable Soils, Pinetops, NC 27864
Area Is Limited For Disposal Area