20071790 Ver 1_CAMA Application_20071023

L~VI~
LAND MANAGEMENT GROUP rxc.
Environmental Consultants
~.-
October 18, 2007
Ian McMillan
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Re: PCN, Waterway Cove, Shallotte, Brunswick County, NC.
Ian,
07-1780
Enclosed is the PCN requesting the 401 Water Quality Certification for the Waterway Cove
site. Enclosed are the appropriate application figures and materials. I believe the fee check
has already been forwarded to your office by Joanne Steenhuis. Please contact me if you
have any questions.
iviarx w esienaorri
Environmental Scientist
Enclosures
cc: Waterboro Village Management, LLC
o ~~~a~~ ~
ocT 2 3 2oa7
,~osTo~+
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington,
NC 28402

L~VIG
LAND MANAGEMENT GRaUP raG
Environmental Consultants
~~
2 October 2007
Jason Dail
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845
Re: CAMA Major Permit Application -Express Review,
Waterway Cove, Shallotte, Brunswick County
Dear Jason,
On behalf of Waterboro Village Management, LLC., I am submitting a CAMA Major Permit
application. Enclosed are the application materials. The "Green Cards" from the certified
mailings to the adjacent land owners will be delivered by Land Management Group when
they arrive. The enclosed narrative describes the proposed activities. If I may be of any
assistance during your review of this application, please contact me at your convenience.
Since ly,
Mark Westendorff
Environmental Scientist
Encl.: Application forms and figures
cc: Jeff Milligan, Waterboro Village Management, LLC.
www.lmaroun.net • info anlmaroua.net • Phone: [phone] • Fax: [phone]

Project Narrative
CAMA Major Permit Application
Express Review
Waterway Cove
Shallotte, Brunswick County, North Carolina
Waterboro Village Management, LLC, Applicant
This Permit Application proposes the development of the subject property including 133
single family residential lots, 100 townhome units, an amenity center, roads and
associated utilities, the repair of 3 earthen dams, a 224'x6' access pier and 4 boat lifts.
This application includes the impacts to one isolated wetland pocket as well as non-
isolated wetland/waters impacts as indicated on the plan. As proposed, total wetland
impacts would be equal to 0.275 acres and total open water impacts would equal 0.084
acres. The open water (fresh) impacts are associated with the proposed dam repairs.
Mitigation for the necessary impacts to 404 wetlands associated with the repair of the 3
existing dams will be the preservation of all remaining riparian and non-riparian wetlands
including all coastal wetlands on the property. Wetland preservation will be
accomplished through the recordation of restrictive covenants (see PCN attachment)
referencing these wetlands while allowing for the maintenance of the dams and
community pier.
The project is located on the Intracoastal Waterway, Shallotte, Brunswick County, North
Carolina. Proposed work located within the 75' AEC includes the repair of the lower
dam, construction of two townhomes and the subject pier and docking facility.
Previous permits for the site include Stormwater Permit No. SW8 070544 and Erosion
and Sedimentation Control Permit No. Bruns-2008-031.
Soils on the property are mapped by the Natural Resource Conservation Service (MRCS)
as Wando.
_~_

&n~,iircc'rhi,t,
Lratutscape ArchiR~cture
t .ai ,_, s2~rror!rt,: u;.,r,` „~'i; f ic.
1 i 1~ 1 it ~.~i i6a1 iv t'e`~.~'~~1`~`3
October 17.2007
Nh•. Jason Dail
Express Major Permit Coordinator
N.C. Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 2S~{)5
RE: Wate~~va~~ Cove llam l~econst~•nction
Tcmpor•ai•~- lmi~acts
M 1VIl #2041-3f3
Dear .Iason:
The residential development, Waterway Cove. in the Town of Ocean Isle Beach ET1 includes
proposed permanent and temporary impacts to =I01 wetlands. These impacts are the consequence of
the proposed reconsh•uction of three failin~~ earthen dams. The permanent impact is due to proposed
till material necessary to provide a stable structure, while the temporary impact is necessary to
provide access for the construction of the improvements, as shown on shown in the submittal
documents.
Effort will be made to minimize the extent of the temporary impacts. The d~u-ation of construction is
anticipated to be approximately ~0 days. "Che area will be covered ~a~ith ~~-oven geotextife fabric in
order to minimi-r_e disturbance ofthc plant material and reduce intrusion of different soil types.
Timber mats will be placed ot~ top of the filter fabric in areas where heavy construction equipment
will operate: in order to reduce rt.ttting and will be removed upon completion of the necessary
improvements. Siltfence ~~ ill be placed on the down-hill side of each dam prior to commencement of
~.vork to reduce sedimentation of the downstream pond("s>. Once the slopes of the adjacent earthen
dams} have been stabilized by vegetative covet, the geotextile fabric will be removed, with care
tal<cn to collect sediment ~~,-bleb t~nay have been deposited on the fabric.
We have discussed these measures ~~-ith the anticipated general contractor. Mct.at~ib K' `ion
Construction of Calabash. North Carolina. They concur with the e('(icacv and feasibility of these
proposals. Please contact us with any questions, suggestions, or concerns.
Ver} truly ~~ours.

n f:
Reuben 5..lones_ III. P.E.
Branch Office Manager
Cc: Dave "I impy - US;`~CE
Ian McMillan-NC DENR DW'Q

Land Management Group,Inc.
Environmental Consultants
Post Office Box 2522
Wilmington, NC 28402
Tel: [phone]
Fax: [phone]
Rob L. Moul Suite 14
Larry F. Baldwin Downy Branch Office Park
W. Stephen Morrison 3805 Wrightsville Avenue
G. Craig Turner Wilmington, NC 28403
26 September 2007
Teresa L. and Joseph F. Williamson
1816 Waterway Dr.
Ocean Isle Beach, NC 28469
RE: CAMA Major permit application,
Waterway Cove, Shallotte, Brunswick County
Dear Mr. and Mrs. Williamson:
As required by the North Carolina Division of Coastal Management, you are
being notified of a request to develop the adjacent property including 133 single family
residential lots, 100 townhome units, an amenity center, roads and associated utilities, the
repair of 3 earthen dams, a 224'x6' access pier and 4 boat lifts. As the adjacent riparian
land owner, you have the right to comment on this proposed development. I have
enclosed a copy of the application forms and figures for your review. If you have no
objection to the proposed work, the enclosed form should be completed and returned
using the self-addressed, stamped envelope. No response within thirty days of receipt of
this letter also indicates no objection. Any objections to the proposed work should be
directed to the NC Division of Coastal Management (contact information provided on
enclosed form). If you have any questions concerning this information, please contact
me at your convenience and I will be happy to discuss it with you.
Sincerely,
Mark Westendorff
Environmental Scientist
Enclosure: Notification form
copy of application package

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Date: 26 September 2007
Dear: Mr. and Mrs. Williamson
This letter is to notify you as the representative for the adjacent riparian landowner of the
proposed development of the subject property including 133 single family residential lots,
100 townhome units, an amenity center, roads and associated utilities, the repair of 3
earthen dams, a 224'x 6' access pier and 4 boat lifts. Attached is the complete
Application Package as it was submitted to the North Carolina Department of
Environment and Natural Resources, Division of Coastal Management.
Should you have no objections to this proposal, please check the appropriate statement
below, sign and date the blanks below the statement and return this letter to: Debbie
Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 as soon as possible.
Should you have objections to this proposal, please send your written comments to:
Debbie Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845. Comments must
be received within 30 days.
Sincere y,
~~~
Mark Westendorff
I have no objections to the project as presently proposed.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date

Land Management Group,Inc.
Environmental Consultants
Post Office Box 2522
Wilmington, NC 28402
Tel: [phone]
Fax: [phone]
Rob L. Moul
Larry F. Baldwin
W. Stephen Morrison
G. Craig Turner
26 September 2007
Ocean Isle Estates I
5818 Beach Drive SW
Shallotte, NC 28470
RE: CAMA Major permit application,
Waterway Cove, Shallotte, Brunswick County
Dear Ocean Isle Estates I:
Suite 14
Downy Branch Office Park
3805 Wrightsville Avenue
Wilmington, NC 28403
As required by the North Carolina Division of Coastal Management, you are
being notified of a request to develop the adjacent property including 133 single family
residential lots, 100 townhome units, an amenity center, roads and associated utilities, the
repair of 3 earthen dams, a 224'x6' access pier and 4 boat lifts. As the adjacent riparian
land owner, you have the right to comment on this proposed development. I have
enclosed a copy of the application forms and figures for your review. If you have no
objection to the proposed work, the enclosed form should be completed and returned
using the self-addressed, stamped envelope. No response within thirty days of receipt of
this letter also indicates no objection. Any objections to the proposed work should be
directed to the NC Division of Coastal Management (contact information provided on
enclosed form). If you have any questions concerning this information, please contact
me at your convenience and I will be happy to discuss it with you.
Sincerely,
Mark Westendorff
Environmental Scientist
Enclosure: Notification form
copy of application package

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Date: 26 September 2007
Dear: Ocean Isle Estates I,
This letter is to notify you as the representative for the adjacent riparian landowner of the
proposed development of the subject property including 133 single family residential lots,
100 townhome units, an amenity center, roads and associated utilities, the repair of 3
earthen dams, a 224'x 6' access pier and 4 boat lifts. Attached is the complete
Application Package as it was submitted to the North Carolina Department of
Environment and Natural Resources, Division of Coastal Management.
Should you have no objections to this proposal, please check the appropriate statement
below, sign and date the blanks below the statement and return this letter to: Debbie
Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 as soon as possible.
Should you have objections to this proposal, please send your written comments to:
Debbie Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845. Comments must
be received within 30 days.
Sincerely,
Mark Westendorff
I have no objections to the project as presently proposed.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date

Land Management Group,Inc.
Environmental Consultants
Post Office Box 2522
Wilmington, NC 28402
Tel: [phone]
Fax: [phone]
Rob L. Moul Suite 14
Larry F. Baldwin Downy Branch Office Park
W. Stephen Morrison 3805 Wrightsville Avenue
G. Craig Turner Wilmington, NC 28403
26 September 2007
N. C. Department of Transportation
c/o Mr. Dan Cumbo
300 Division Rd.
Wilmington, NC 28401
RE: CAMA Major permit application,
Waterway Cove, Shallotte, Brunswick County
Dear Mr. Cumbo:
As required by the North Carolina Division of Coastal Management, you are
being notified of a request to develop the adjacent property including 133 single family
residential lots, 100 townhome units, an amenity center, roads and associated utilities, the
repair of 3 earthen dams, a 224'x6' access pier and 4 boat lifts. As the adjacent riparian
land owner, you have the right to comment on this proposed development. I have
enclosed a copy of the application forms and figures for your review. If you have no
objection to the proposed work, the enclosed form should be completed and returned
using the self-addressed, stamped envelope. No response within thirty days of receipt of
this letter also indicates no objection. Any objections to the proposed work should be
directed to the NC Division of Coastal Management (contact information provided on
enclosed form). If you have any questions concerning this information, please contact
me at your convenience and I will be happy to discuss it with you.
Sincerely,
Mark Westendorff
Environmental Scientist
Enclosure: Notification form
copy of application package

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Date: 26 September 2007
Dear: Mr. Cumbo,
This letter is to notify you as the representative for the adjacent riparian landowner of the
proposed development of the subject property including 133 single family residential lots,
100 townhome units, an amenity center, roads and associated utilities, the repair of 3
earthen dams, a 224'x 6' access pier and 4 boat lifts. Attached is the complete
Application Package as it was submitted to the North Carolina Department of
Environment and Natural Resources, Division of Coastal Management.
Should you have no objections to this proposal, please check the appropriate statement
below, sign and date the blanks below the statement and return this letter to: Debbie
Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 as soon as possible.
Should you have objections to this proposal, please send your written comments to:
Debbie Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845. Comments must
be received within 30 days.
Sincerely,
Mark Westendorff
I have no objections to the project as presently proposed.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date

Land Management Group,Inc.
Environmental Consultants
Post Office Box 2522
Wilmington, NC 28402
Tel: [phone]
Fax: [phone]
Rob L. Moul
Larry F. Baldwin
W. Stephen Morrison
G. Craig Turner
26 September 2007
David M. Smith Jr.
209 N. Franklin St.
Whiteville, NC 28472
RE: CAMA Major permit application,
Waterway Cove, Shallotte, Brunswick County
Dear Mr. Smith:
Suite 14
Downy Branch Office Park
3 805 Wrightsville Avenue
Wilmington, NC 28403
As required by the North Carolina Division of Coastal Management, you are
being notified of a request to develop the adjacent property including 133 single family
residential lots, 100 townhome units, an amenity center, roads and associated utilities, the
repair of 3 earthen dams, a 224'x6' access pier and 4 boat lifts. As the adjacent riparian
land owner, you have the right to comment on this proposed development. I have
enclosed a copy of the application forms and figures for your review. If you have no
objection to the proposed work, the enclosed form should be completed and returned
using the self-addressed, stamped envelope. No response within thirty days of receipt of
this letter also indicates no objection. Any objections to the proposed work should be
directed to the NC Division of Coastal Management (contact information provided on
enclosed form). If you have any questions concerning this information, please contact
me at your convenience and I will be happy to discuss it with you.
Sincerely,
r
Mark Westendorff
Environmental Scientist
Enclosure: Notification form
copy of application package

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Date: 26 September 2007
Dear: Mr. Smith,
This letter is to notify you as the representative for the adjacent riparian landowner of the
proposed development of the subject property including 133 single family residential lots,
100 townhome units, an amenity center, roads and associated utilities, the repair of 3
earthen dams, a 224'x 6' access pier and 4 boat lifts. Attached is the complete
Application Package as it was submitted to the North Carolina Department of
Environment and Natural Resources, Division of Coastal Management.
Should you have no objections to this proposal, please check the appropriate statement
below, sign and date the blanks below the statement and return this letter to: Debbie
Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 as soon as possible.
Should you have objections to this proposal, please send your written comments to:
Debbie Wilson, 127 Cardinal Drive Ext. Wilmington, NC 28405-3845. Comments must
be received within 30 days.
Sincerely,
Mark Westendorff ~
I have no objections to the project as presently proposed.
I have objections to the project as presently proposed and have enclosed
comments.
Signature
Date

DCM MP-1
APPLICATION for o z- 7 9 0
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Waterboro Village Management Llc Project Name (rf applicable)
Waterway Cove
Applicant 1: First Name
Kyle MI
V. Last Name
Corkum
Applicant 2: First Name
Jeff MI Last Name
Milligan
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
5511 Capital Ctr. Dr. PO Box City
Raleigh State
NC
ZIP
27606 Country
US Phone No.
919 - 256 - 1981 ext. FAX No.
919 - 256 -1982
Street Address (~f different from above) City State ZIP
Email
2. AgentConfractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Mark Westendorff
Agent! Contractor 2: First Name MI Last Name
Steve Morrison
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. - - ext.
FAX No. Contractor #
910 452 0060
Street Address (rf different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403 -
Email
[e-mail] / [e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick NA 1172
Subdivision Name City State Zip
Waterway Cove Shallotte NC 28470 -
Phone No. Lot No.(s) (~f many, attach additional page with list)
NA- - ext. 243NB001,243NB03405, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
`u ~ L, _ _ AIWW
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
^Natural ®Manmade ^Unknown Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
Ocean Isle Beach ETJ
4. Site Description
a. Total length of shoreline on the trail (ft.) b. Size of entire tract (sq.ft.)
952 49.87 acres/
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1525 s.f to 11,000 s.f., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0'-28' ®NHW or ^NWL
e. Vegetation on tract
Quercus virginiana, laurifola, morella cerifera, spartina patens, Ilex vomitoria
f. Man-made features and uses now on tract
Earthen dams.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
OI-R-2M, OI-R-1 M (Attach zoning compliance certificate, 'rf applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wet-ands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available) ~, ~ '-f' ~ ~6 6 t G
n. Describe existing wastewater treatment facilities.
None currently exist onsite
o. Describe existing drinking water supply source.
None currently exist onsite
p. Describe existing storm water management or treatment systems.
None curretnly exist onsite (Tract is undeveloped)
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^PublidGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residential development with water access and 4 boat slips.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard construction methods and equipment will be used. Equipment will be sto red on upland portions of the site.
d. List all development activities you propose.
Installation of roads, utilities, residential units, repair of earthen dams, construction of a 4 slip docking facility.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resuking from the proposed project? 40.0 ^Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Limited surface runoff.
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ®NA
j. Is there any mitigation proposed? ®Yes ^No ^NA
If yes, attach a mitigation proposal.
e ~v
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by cert~ed mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name David M Smith Jr. Phone No. NA
Address 209 N. Franklin St. Whiteville, NC 28472
Name NCDOT clo Dan Cumbo Phone No. NA
Address 300 Division Rd. Wilmington, NC 28401
Name Ocean Isle Estates I Phone No. NA
Address 5818 Beach Dr. SW, Shallotte, NC 28470
Name Teresa and Joseph Williamson
Address 1816 Waterway Dr., Ocean Isle Beach, NC 28469
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater Permit No. SW8 070544
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this applica~tio~ is truthful to the best of my knowled e.
Date ~ ,~.~ ~~ ~ Print Name Q,,/ L
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or
NWL) stabilization)
Dam A =10',
Dam B = 3'
and 23', Dam
Length C = 28
see sheets 5-
7for dam
details
Dam A = 5',
Dam B = 4'
and 5', Dam
Width C =10'
see sheets 5-
7for dam
details
Avg. Existing NA NA - 3-9' MSL
Depth
Final Project NA NA -11' MSL
Depth
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (V1IL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ^NA ^Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?

(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
^Yes ^No ^NA
(ii) If yes, how much water area is affected?
a. Type of shoreline stabilization: b. Length:
^Bulkhead ^Riprap ^Breakwater/Sill ^Other: Width:
c. Average distance watervvard of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ^No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water 732 s.f.
onds
(iii) Dimensions of fill area 111 sg ft. see sheet 5 of 13. 156
sq. ft see sheet 6 of 13, and 465 sq. ft. see sheet 7 of 13.
(iv) Purpose of fill
Construction of temporary earthen damns and repair of
existing earthen damns.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (V11L)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
®WL 8,360 ^None
(ii) Describe the purpose of the fill in these areas:
Construction of temporary earthern damns, repair of existing
earthen damns, and installation of roads, utilities and
neighborhood development.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
See Erosion and Sedimentation Control plan. Standard equipment; excavators, loaders, bulldozers.
c. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

~v~
Date
(/~
Project Name
~~
Applicant Signature

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT I
a. Type and number of buildings, facilities, units or structures
proposed,
There are 2 townhome buildings consisting of 4 units each
proposed with the AEC.
b. Number of lots or parcels.
133 single family residential lots, 100 townhome units.
c. Density (give the number of residential units and the units per
acre).
233 units, 4.67/ac.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ^No ^NA
(ii) If yes, list the date submitted: Letter of approval dated
8-06-07, Project ID -Bruns-2008-031
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.0017%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
38%
j. Describe proposed method of sewage disposal.
Community sewer.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriaU
commercial effluent, "wash down" and residential discharges).
Limited surface runoff.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
+/- 40 ac.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete, gravel.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
() Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ^No ^NA
(ii) If yes, list the date submitted: SW8 070544
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ^No ^NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Community
o. When was the lot(s) platted and recorded?
NA
r~C!L~
Date
Waterway Cove
Project Name
Waterboro Village Management, LLCI~a,,r~ ~~~G,w~/{~
- _ i
Applicant N e
Applicant Signature
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ^No ^NA
~~~

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 that relate to this proposed project. Please include all supplemental information.
7. DOCKING FAC-LITY/MARINA CHARACTER-STICS
a. (i) Is the docking facility/marina:
^Commercial ^PubliGGovernment ®Private/Community
^This section not applicable
b. (i) Will the facility be open to the general public?
^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 224
(iv) Width 6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 2
(iii) Length Pier 58' ; Gazebo ~ 16'
(iv) Width 6' 16'
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
4
(ii) Number of slips existing
0
i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin and/or channel
®Open water; no dredging required
^Other; please describe:
k• Typical boat length: 24'
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ^No
2'
24'
4'
^Yes ®No
f. (i) Are Boatlifts included? ®Yes ^No
If yes:
(ii) Number 4
(iii) Length 12'
(iv) Width 13'
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
^ Dockage ("wet slips") only, number of slips:
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
® Other, please describe:
4 Boat Lifts
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed
I. (i) Will the facility be open to the general public?
^Yes ®No
m. (i) Will the facility have tie pilings?
^Yes ®No
(ii) If yes number of tie pilings?

2. DOCKING FACIL/TY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;Location:
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ^No

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ^No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ^None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ^No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
^Commercial ^PubliGGovernment ^Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Greater than 15'. Approx. 90'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
+/- 600'
d. Water depth at waterward end of structure at NLW or NWL
-0.8' NLW;
e. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
~ 8. OTHER ®This section not applicable ~
a. Give complete description:
Date
Waterway Cove
Project Name ~A
Waterboro Village Managers, LL /'/1dr~C ~r~.-~f ~-~ ~~ ~''"' °~'~
Applicant Name
Applicant Signature

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
^ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: General Certification # 3489
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check her D ~ ~ ~ ~~~ n
II. Annlicant Information `
OCT 2 3 2007
1. Owner/Applicant Information
t Name: Waterboro Villa e Management, LLC c/o Jeff Mi1~°;~t1nE".tiun Tr a~`u~w,~1H
Mailing Address: 5511 Capital Ctr. Dr.
Raleigh, NC 27606
Telephone Number: 919-256-1981 Fax Number: 919-2561982
E-mail Address: imilligan(a,landquestdevelopment.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark Westendorff
Company Affiliation: Land Management Group, Inc.
Mailing Address: PO Bo 2522
Wilmington, NC 28402
Telephone Number: 910-452-0001 Fax Number: 910-452-0060
E-mail Address: mwestendorff(c~lm r~oup.net
n.. ~., c ., r ~ ~

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Waterway Cove
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 243NB03405; 243NB001
4. Location
County: Brunswick Nearest Town: Shallotte
Subdivision name (include phase/lot number): Waterway Cove
Directions to site (include road numbers/names, landmarks, etc.)Hwy 17 S to Ocean Isle
Beach Rd SW Right onto 179 S Property on Left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 33° 54' 02"N, 78° 27' 05"W (NAD27)
6. Property size (acres): ~50 ac.
7. Name of nearest receiving body of water: Intracoastal Waterway
8. River Basin: Lumber
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undeveloped with the exception of three
existing earthen damns General land use in the vicinity consists of residential uses.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: The scope
of work includes the repair of the 3 existing earthen damns, construction of a pier and 4 slip
docking facility and the development of the site into a residential neighborhood including
404 wetland fill. Standard equipment types will be used.
11. Explain the purpose of the proposed work: To allow for the development of the site
including stabilization and repair of the 3 failing earthen damns.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the wine subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Action Id 2006-41576-010 SW Permit No. SW8070544
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Temporary impact to open water and
wetlands due to the placement of fill during the repair of the earthen damns. Permanent
impacts to open water and wetlands for the repair of three earthen damns.
Page 7 of 13

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Dam Repair - A Dam repair- Permanent Pond fringe .024
Dam Repair - A Dam repair- Temporary Pond fringe .017
Dam Repair - B Dam repair- Permanent Pond fi-inge .050
Dam Repair - B Dam repair- Temporary pond fringe .015
Dam Repair - C Dam repair- Permanent pond fringe .020
Darn Repair - C Dam repair- Temporary pond fringe .053
Wetland "E" Fill Isolated .096

Total Wetland Impact (acres) .275
3. List the total acreage (estimated) of all existing wetlands on the property: 3.58
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
NA NA NA NA NA NA NA

Total Stream Impact (by length and acreage)
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
Dam Repair - A (P) fill Man-made pond .002
Dam Repair - A (T) fill Man-made pond .008
n..,.,, o ,.r i ~

Dam Repair - B (P)
fill
Man-made pond
.003
Dam Repair - B (T) fill Man-made pond .031
Dam Repair - C (P) fill Man-made pond .010
Dam Repair - C (T) fill Man-made pond .030
Total Open Water Impact (acres) .084
6. List the cumulative im act to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0
Wetland Im act (acres): .275
Open Water Impact (acres): .084
Total Impact to Waters of the U.S. (acres) .359
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ®Yes ^ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Impact to isolated wetland 10 acres in size due to road and utility crossing
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Avoided wetland pocket "C " Impacts to isolated wetland only with road utility, and lot fill.
n..~.. n ~r i ~

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http:/lh2o.enr.state.nc.ush7cwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
andlor map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Miti atgL ion for the necessary impacts to 404 wetlands associated with the repair of the 3
existing dams will be the preservation of all remaining riyarian wetlands adiacent to the
ponds and all coastal wetlands on the property Wetland preservation will be accomplished
through recordation of restrictive covenants referencing these wetland while allowing for the
maintenance of the dams and community pier (See attached "Restrictive Covenants
Guidance")
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
n..~., in,.ci~

Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi Tiers.
* Impact Required
Zone ,________ r__~~ Multiplier ,~,~;~;~„+;,,,,
3 (2 for Catawba)
1.5
Total I I ~ ~
* Zone l extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. See Stormwater Permit No. SW8070544.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 12 of 13

work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
AppGcant/Agent'
o~ G~~v~
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

RESTRICTIVE COVENANT GUIDANCE
August, 2003
Often, developers of residential or commercial subdivisions subject the property on
which the subdivision is built to restrictive covenants, that include provisions such as
setbacks, types of homeslbuildings that can be built, etc. If the District has determined
that restrictive covenants are acceptable as a means of preserving mitigation property, the
following language can be added to those restrictive covenants:
"The areas shown on the recorded plat (identify the plat by title, date, and
Yecording data) as conservation areas shall be maintained in perpetuity in their
natural or mitigated condition. No person or entity shall perform any of the
following activities on such conservation area:
a. fill, grade, excavate or perform any other land disturbing activities
b. cut, mow, burn, remove, or harm any vegetation
c. construct or place any roads, trails, walkways, buildings, mobile homes,
signs, utility poles or towers, or any other permanent or temporary
structures
d. drain or otherwise disrupt or alter the hydrology or drainage ways of the
conservation area
e. dump or store soil, trash, or other waste
f. graze or water animals, or use for any agricultural or horticultural
purpose
Specifically exempted activities are:
A. The cutting and removal of stone-damaged or diseased trees.
B. The construction of elevated, slatted wooden boardwalks no more than
6' wide.
C. Maintenance and repair of the man-made dams on site.
D. Maintenance and repair of the community boating facility.
E. Emergency fire response work.
This covenant is intended to ensure continued compliance with the mitigation
condition of a Clean Water Act authorization issued by the United States of
America, U.S. Army Corps of Engineers, Wilmington District, Action ID ,and
therefore maybe enforced by the United States of America. This covenant is to
run with the land, and shall be binding on the Owner, and all parties claiming
under it."
Usually, restrictive covenants have a provision that the property owners (either all of
them or some percentage of them) can amend or modify the restrictive covenants. If that
is the case, that provision needs to provide that our required paragraph (usually identified
by paragraph number) cannot be amended without the express written consent of the U.
S. Army Corps of Engineers, Wilmington District.
The permit condition should state that the permittee will record restrictive covenants,
acceptable to the Corps of Engineers, for the purpose of maintaining the mitigation areas
in their natural state in perpetuity, prior to the sale or conveyance of any lots or other
property within the subdivision. It is important that the restrictions be recorded prior to
the sale of any property within the subdivision (or phase, if it is being developed by
phase). If they are not, then any property sold prior to the recording of the restrictive
covenant are not subject to those covenants. Suggest the following:

12
"Permittee shall execute and cause to be recorded in the County
Register of Deeds restrictive covenants acceptable to the Corps of Engineers for
the purpose of maintaining the conservation areas, as shown on the recorded plat*
(identify by title, date, and recording data), in their natural state in perpetuity,
prior to the sale or conveyance of any lots or other property within the
subdivision. The permittee shall enforce the terms of the restrictive covenants
and, prior to conveyance of the property, shall take no action on the property
described in the covenants inconsistent with the terms thereof. The permittee shall
provide a copy of the recorded restrictive covenants to the Corps of Engineers
within 15 days of recording."
* It is possible and acceptable that the plat may not be recorded at the time of the
issuance of the permit. If that is the case, delete the word "recorded" and be sure you
have a copy of a plat showing the conservation areas in the file, and identify it in the
permit condition by title and date. The plat, however, must be recorded at the time the
restrictive covenants are recorded, and prior to the sale of any lots in the subdivision.

Frvm:L~,nd Management Group 910A6ZC1D5D 1D1DZ12D0? 11:39 #263 P,DDZ/DDZ
~'
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hICDENI~
Nrrth.Caralina Department of environment and Natural i'.esources
Division of Daastal Management
Miohael F. Easiey, Governer . James H. Gregson, Director Wiliam G. FOSS Jr:, Secretary
Authorized Agent Consenfi Agreement
. ~`'`'"'~ ~~ TM'~°-q'~'~~ t-+~ ~~tia~ is hereby authorTZed to ac# or1 my behalf
(Frin[e+~r'trame oPAgent)
in order to obtain any LAMA permit(s) required for the property:listed below. The aufhori7atiort is limited to the
specifir. 8r_tivities described in the attached sketch.
~OCATIDN GF PROJi~CT:
~ 3NS3 0o a~f3 Sul; ;630 a u, ~.,-G~ , .+~G ~ .
PROPERTY OWNER M~4ILING ADDRESS:
5511 C'~ P ~1aL C~-r~ ~7rt~ J F
S~ t t as
C ~ G
AUT410Ri~ED AGENT MAtUNG ADDRESS:
Land Management Group, Inc.
- Environmental Consaltanxs
P.O. Soap 2522
Wilmington, riTC 28402
x .signature of Propertlr Owner,
5igrtature of Authorized~4gent
Date: `~'~--U'"~
PHONE NO. ~ ~ ~1 - :1S(~ - ~`'~ $ t .
PF[aNE NO. ~ ~ ©- ~~o~ - ~ ~fl
1c? Cardinal Orive Est., Wdmingtan, Norllt Carolina 28n05.3845
Phone; 910-? 9b~7215 l FAX; 310-395-33641 lntemet wunv.ncrnaaalmanagemenCnet
An Equal Opportunity l.4ffimutivP Ag6~n Emoirrver- 5n m Re~~c!%d \ 1D% Pdr Consumer Faper

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not meant to be absoll~tk
SCALE 1" = 1 Mile
Map Source: North Carolina Atlas l~ Gazetteer. Pg 86.2003
Waterboro Village Management, LLC
Waterway Cove LMG Figure 1
Brunswick County, NC LAND MANAGEMENT GROUP Inc ~/ICIr1It)/ Map
0207-OJ2\i EnvNonmental Consultants
June 2006

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SCALE 111 = 2000'
Map Source: Shallotte, NC Quadrangle 7.5 minute (topographic) 1990.
Waterboro Village Management, LLC
Waterway Cove LMG Figure 2
Brunswick County, NC LANDAIANAGEMPI~TGROUP9rc. IJSGS Topgraphic Map
02-07-OJZIi Environmentnf Censultnnts
June 2006

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not meant to be absolute
Map Source: NRCS Soil Survey. SCALE 1" = 400'
Waterboro Village Management, LLC
Waterway Cove LMG Figure 3
Brunswick County, NC LANDMANAGEMGNTGROUPinc Soils Map
02-07-032C Nwironmenral Consultants
June 2006

*Boundane~ are ap~raxirnate ana are
not meant to be absolute.
~ SITE
SCALE 1" = 400'
Map Source: 1998 NAPP aerial photography
Waterboro Village Management, LLC
Waterway Cove
Brunswick County, NC
02-07-032C
LMG
LAND MANAGEMENT GROUP me
Environmental Consultants
Figure 4
Aerial Photograph
June 2006

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a NOTE: Dock end Marian SWdures Designed bp:
Edgewater marine
Lend
PRELIMINARY
Property Llne --'--'--'--'--"- NOT FOR CONSTRUCTION
404 W et hand LI ne ~- ~ NOTE: Water Depths Are Relative To MLW.
Coastal Wetland Line -" - - - - - - - -
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING. OR THE LOCATION OF, UiIUTIES. ANY
UTILITIES SHOWN ON THIS PLAN RAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL
NH\~/ - REFERENCONTRACTORTOCONTA TAPROFESSIOINALUr~TnYLOCATINGCOMPANY.~D~
30' Buffer _____---_-_-___-_
Project: Date:
--- _ _ _ A Waterway Cove
75' AEC Line --------------- ~`
THIS MAP IS BASED ON ORIGIANI
DRAWINGS AND SURVEY
INFORMATION FROM:
rnd., ene Mmu«w«
en9 Pnnronmentel Seienee
~~~MILONE&MACBROOM®
ssv caw c®oQ Howe -s>om lob
Rsleig6, Nu0 Caoias 27606
(919) 8594373 P~ (919) BSO-4393
evww ®1~
LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
0 100 200 _ 400

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Property Line
404 Wetland Line
Coastal Wetland Line
NHW
30' Buffer
75' AEC Line
0 10 20 ___ ____40
12.00
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4.00 ,~ /~
.00
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NOTE: Dock and Marian Structures Designed try:
Edgewater marine
THIS MAP IS BASED ON ORIGIANL
DRANANGS AND SURVEY
PRELIMINARY INFORMATION FROM:
NOT FOR CONSTRUCTION a°~'°""°°
Lsndse~ye Airbileelure
end £n.ironmenV/ Scientt
~~~M ILONE & M ACBROOM.

NOTE: Water Depths Are Relative To MLW. ssl l ~ cema o~rc-sue 3a6
>e,~sl,,rimmc~w®nba
(919) 8544373 Fa (919) 854+F393
w.rw.milmemdmecbroom.cam
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, IfTIUTIES. ANY
LAND MANAGEMENT IS NOT
UTILITIES SHOVVM ON THIS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL LE FOR THE ACCURACY
REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER/APPUCAN7 AND/OR RESPONSIB
N
CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. OF SAID INFORMATIO
Revision Dale:
Project: Date:
Waterway Cove srzoAi ~
Scale:
li
t
LM G A Job Number:
can
:
pp
Waterboro Village 3-=20' 02-07-032
LAND MANAGEMENT GROUP rec.
Management, LLC
En vironmenta7 Consultants
'~ Past Office Box 2522 Title: Drawn By:
Wilmington, North Carolina 28402 Pier Detail GSF Sheet Number:

Sheet2ott3
,2
t
J,' , , 1

LOWER PgJO WATER ___ ._...._
SURFACE OUII£T CgJTR(
El£VAIION STRUCTURE 11
-5.4t (DOUBLE S1RUC1UR1
-SEE DETA
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60' -yl,{
C CRETE
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PRIVACY
FENCE Q
NCDOT
6>F ~ ~ 300 Division Rd. ,
• ~ Wilmington, NC 28401
~~
'"'" ~ n Josep
~ Williamson /
~ 1818 Waterway rive
~ cean , NC
BULKH~O
XNE1a
it
II
II
f 1I 1
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~ David M. Smith Jr.
J I 209 N. Franklin St.
//Jib Whiteville, NC 28472
"'V/ r OUTER EDGE OF MARSH
I%ED PIER ~ ~ ,
i rJJI
GAZEBO ~ \ ..
ED T-HEAD PIER
~ sem°~.
ea
12.00
-1.0'+ -i
-5.2'+
1~A 5e\DOCWl .2'+
3'
-8.5'+
-10.2"t 10.2'+ 1
\ -126'*
/-2.3'+
-7.8'+
80 P%
NOTES
1. Water depths token at Low Tide on 4-13-07
2. Numbers with parenthesis were taken from
Army Corps of Engineers Right-of-Way map
Tangent 24.
i
~ /
i
NOTE: Dock and Marian Structures Designed by:
Edgewater medne
Legend
Property Line --•--•--'-----•-
404 Wetland Line ----------------------
Coastal Wetland Line - - - - -~ - - -~ -
NHW ---------------------
30' Buffer --------------------------
75' AEC Line -------------------------
/ 5818 Beach Drive SW
Shallotte, NC 28470
THIS MAP IS BASED ON ORIGIANL
DRAWINGS AND SURVEY
PRELIMINARY INFORMATION FROM:
NOT FOR CONSTRUCTION a°a'°ev°°a•
Ladx•-e AreBtt•etura
.°a a°.aonmmw see°°=
~~~M ILONE & M ACBROOM®
NOTE: Water De the Are Relative To MLW.
P sstt c6r+r6lceamrrn;r<-swm to
RdeigL, NorW C Iias 2"7606
(9l9) 8544313 Ffix (9l9) 654-4393
wwW.miloneeadmfichr°otawm I
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES. ANY
UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL LAND MANAGEMENT IS NO7
REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT ANDIOR RESPONSIBLE FOR THE ACCURACY
CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. OF SAID INFORMATION
0 50 100 200
~LITfLE FIELD
SLOUGH

NC 904 &' 179
60' R\A
N B9'09'00'E 913.50'
I, Bany L. Baba certify that this plvl was
drawn ands my supervision from an actual survey made
under my supeMslon (deed desaip6m recorded in Book
1348 . Page 1106 . etc.J (other) sea references; that i
the boundaries not surveyed am dmrly indicated os drawn ,
from inlormal'wn lound in Book ,Page _: that the
ratio of predslm as crolculated M 1:7500+ ; that this plat was t TRACT AREA
4$
87 AC
prepmad in occordmce with G.S. 47-30 oe amended. Kltness .
.
my original signature, license number and sed this 20th -3.5$ AC.f WETLANDS
day of Ocioha, 2006. u
0 45.29 Ac.t UPLANDS AREA

A u
,,O~jDE
~o(/y9 v,
Surveys ~ ~~',gP
9lt1
License Number L-3027
S~~ UPtANDB
L•3027
e 'ir{ ,103 lr=
R~iti
~ofi
:
~
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w
q
„
,
s4
9 ~~,: N 89'01'00"';%r\
'
1 further certify Ihat this surrey is of on existing parcel .AN ~
QQ„~" 1 AREA F
166.73' ~
' '~ 6 '
,
or pamels of Imd and dos not create a new street a v,..... s
0\ \J 0.26 M3
change an existing street. ~ .~\
m \ \~~
m UPlNJDS ~ ~S'1
of JJ`\ •~
~~ UPLANDS
L15
2~~ ~
2
G115
82'
0'E 373
'
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l .
01
0
N 89
~.
~--fix, L11^<~'\ .22
(7
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s
s
a
es
MB H PG 506 u ,,
•
= ~' "\ ~ 1
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u L180 ~~
• 186.15' Y7g0 l ARFA D .~~
~
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m N Bf01'DO'E Lt L
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S r
I, Review Officer of Bnmswkk County, ~, UPLA
D
\ L135
certify that 85e map or plat to which this certificotian ie affixed
meats all statutory requirements for rewording. t
re

O od .- ~
( `
o •~
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y1150.
7
145
Revx!w Offices \~
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AND
^
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u90`
89'01'00'E 424
_.
N
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AfFA G

NaTES uY ; 1 L>p
°
I. Area Determined by DMD. ~
~ ' ~
w UPUNDS .SUS..
,

2. This .property is subpet to any and all easements, covenants, 1j
m V~. ~
WEfUNDS ARFA~B
13 R
t
-•
restdctims, rght-of-ways of record, govemmmtal adirwncea .
~,,,~•
m y
and/err requirements which may exist and limit the use i ,~~,,,
'
of this property. L 9 !,V
i
/
~~
~
3. This surrey does not certify lagd title to the land itself, or to UPWJ09
%
N 89'O1'DO'E
the houndartes shown. Users of This plot shodd obtain an accurate rH ~,O
legal oplnim as to ownership to the boundaries shown on 256.01' !

this plat. `\
WERANpS
AREA C
4. FEMA Flood Map Identifies parcel as heing in FlRM ZONE % & AE 14-16, a 0.01 Ac.t
Community Panel 375357 1065 J, B\02\Ofi. ~
0
5. Tax Map Parcel No. ~ 243NB001
6. Zoning ~ OI-R-2M 568D3
'11 DB
'
N 85
5622 435.80 S 84
7. Setbacks
Ue SA
J)5'i
Frmt: 25' ,
~at01wa,7J
Rear. 5'
Side: 25'
Ocean Isle Estates
MB H PG 306
REFERENCES
Deed Bode 1~ Page 11(§1 _
Map Cabinet _ Page
LEGENJZ
'~' Existing Iran or Iron pipe OML Old marked line
-Q- New Iron a Iron pipe set ~ Cents line
-~ NC pOT R/W Monument (~ Property line
-o- Concrete monument set RR/Spk. Rdlroad Spike
--~-- Existng Corner type noted R/W Right of Way
-E Existing canaele man. ~ Geodetic man.
NSF
TODD
DB 1211 PG 562
N~f
TODD
D8 1 77 PG 103A
d
i
~i N\F
'"Ibis certifies that fho copy of this plat idmilfes as waters and wetlands all mess
of waters and wetlands regulated pursuant to Sxlion 4D4 of the Clean Water Act
as determined by the undersigned on Ihls data '. Unless there is a change n the
law, a our published regulations, Chia determination may 6e relied on for a period
not to exceed five years ham this date. This determination was mode utilizing
the 1987 Corys of Engineers Wetland Delineation ;Manual."
c ~-- ,i[,~_~
U.S. A Corps ~f Engineers Repr tatire
e~
/ Title
$' />z3 ~4~a-
-T Dole
~i~Gd ' ~ b ' ~S ~-(n . ~ f a
Aclian IDS'
v ~2X. ~ D~Bi1244 PG X663
NU NERY
' ~ 1

"
' 08 2266 PC 230
'
40
5 4T12
E
70' S 8
5
i
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d3j
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5 64'30'17 Y3'
47.02' -;N 7742'21'W
~
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>3, 21.32'
ai ° ,@O~$~ZS
~ ° CAU$E UITa~NG HE1GN15
m 14 I 73
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LSue Oak dve, 40' R~1/
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n n N\F Course Bearing DisUmce
Spypy~ L1 S 01'3029 14.76 tie „____

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"

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o DB 2162 PG 435
LS
N 85'04 O6 E
48.11 w
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L4 5 05'2235 E 21.03 Vi
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x 5 D1'30'29'M
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` e• 394.67 BP TO EIP
1
AREA A~ 404 Wetlands Survey
0.62 Ac.f L{t!!e Field SlougA
for
~ ~r
5 BSO4'06'W ~,

1 D4.05' E ~' S14n1
DB W7 045
`~
L ~` At~antie Coast Development

1 U
60
~LOf 3B I '. 'o"
`~a~ Shollotte Township Brunswick County, N.C.
I ~ ~~
Z zoo 0 200 40o Soo
or'
w"
0
m GRAPHIC SCALE -FEET
Scale 1" = 200' October 20, 2006
Bobby M. Long & Associates
P.O. Box 1117
Shollotte, N.C. 28459-1117
(910) 754-63D0
[phone] fax
xe Sumer nrt uatn AwD ESFRTMING rdrzeEar
Sheet 3 of 13

16 ft.
6 ft.
y
m
a
2 in. x 6 kn. Cnp
2 in x 4 in Hip
and Knee Rntls
6 in. x 6 in. Posts
2 ln. x 8 in. Joists
2 in, x 8 ln. Girders
tn. x 6 in. Crossbractng
tn. Pilings
min. 8 ft. penetrntton
y
m
NI-t~
2 in, x 6 in. Cap
2 Sn x 4 Sn Hlp
and Knee Rntls
4 tn. x 4 tn. Posts
2 tn. x 8 in. Joists
2 Sn. x 8 tn. Girders
2 tn. x 6 tn. Crossbrnctng
8 in. Pilings
- min. 8 ft. penetrntton
scale: 1 tn. S ft.
N?M ~ S iG
tStW 2 Ft. t.7MW • t Ft, c in.
80 Ft. Satboek
From Channel
Acr ~o Pion T-V.en,V c...,.,,_ o....,,
pU lnpc to Prevent c~odle
From resit rq Pn bottom N!_Wl
at m¢nn law tldo,
^LW - tft. M.W - 2 Ft. ~W 3 it.
-C.,-f ~ ....,. 1 h.,,... ~ _._ NLW - 10 Ft.
scnle: 1 tn. = 30 ft.
Sheet 4 of 13

o~~
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~~
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TEMPORARY ~
L~OFFER DAM
~~ m
~~
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U~CTU E 1 '3 .'' \~ ~~
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~' ~ ` \
®PERMANENT WETLANDS IMPACT AREA
® TEMPORARY WETLANDS IMPACT AREA
PERMANENT OPEN WATER IMPACT AREA
® TEMPORARY OPEN WATER IMPACT AREA
PERMANENT WETLANDS IMPACT AREA: 1053 SF
TEMPORARY WETLANDS IMPACT AREA: 746 SF
PERMANENT OPEN WATER IMPACT AREA: 111 SF
TEMPORARY OPEN WATER IMPACT AREA: 383 SF
°~°_°~ ~ Waterway Cove
Mn~or~ ~ MwcB~ooa~.
ss»a~u.tameQnt.e-s~mioe MMI ~ zoai-3a
x.m~~t,rt~ncbot~s~r~a UPPER DAM REPAIR
(919) 8544373 Fa (919) 8544393 uwc: - OUTLET CONTROL STRUCTURE 190
EMERGENCY
RIPRAP SPILLWAY
-SEE DETAIL
~ocanoN:
NC HWY 904 ~ 179
oc~N iaLe e~cH, noAni cusou~u-
DATE: ~ ~ 2007 SHEET:
scA~E: ~ ; ~ 5 Of 13

PERMANENT WETLANDS IMPACT AREA: 2212 SF
TEMPORARY WETLANDS IMPACT AREA: 667 SF
PERMANENT OPEN WATER IMPACT AREA: 156 SF
TEMPORARY OPEN WATER IMPACT AREA: 1354 SF
~~ LOCATION:
Waterway Cove Nc liwv as a na
MILOr1S &MACBROOM. oc~w reLE eE,-cw, Nom cenoLru-
S511CepihlCmteDave•Suitel06 MMI ~ 2041-38 DATE:
Rale~4Na:fhCmo1mn27606 Jlry s0, 2007 SHEET:
(91~ Bs4-4373 ra (91~ 654-4993 DYYD: - MIDDLE DAM REPAY
.~..ci~.~ ,s,,: ___ OUTLET CONTROL sTRUCTURE rto scALE: , , ~ 6 Of 13

. .--_
_., _~__u
.. ~...
_...~ _ .... n. ~..
...
ER ,..
OF wAT
75 AEC ~ _ ~
EMERGENCY `I :~/
RIPRAP SPILLWAY
-SEE DETAIL ,~
.t
TEMPORARY .t •
COFFER DAM ~ ,~ ~`'
r- ~~ v
a ~.
OUTLET CONTROL • `
~~.
STRUCTURE 110 • ~ ` °'' `
E ` ~ ~ '.
DOUBLE STRUCTURE) .
-SEE DETAIL . `;~ .
SILT FENCE '~ ~~
~.
(TYP) ~ -
a •
RIP t
EN ,~ ~ 3~
°~ D SS OR ~ ,, • ~
I~ ,~
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~, -
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... ~.
•
® PERMANENT WETLANDS IMPACT AREA
TEMPORARY `~ r. `- . -
WETLANDS IMPACT AREA
PERMANENT OPEN WATER IMPACT AREA
®TEMPORARY OPEN WATER IMPACT AREA
PERMANENT WETLANDS IMPACT AREA: 896 SF
TEMPORARY WETLANDS IMPACT AREA: 2313 SF ~
PERMANENT OPEN WATER IMPACT AREA: 465 SF
TEMPORARY OPEN WATER IMPACT AREA: 1319 SF
~~~ ~'•°°°"'~ ~"°~ Waterway COVE `NC niiwr so4 a n9
~~~ MIIANE & MACBROOM~ oc~w ixE eFAC~, NonTM awoure
551 t Capital Curter Drive -Suite 106 MMI * 2041-38 DAiE
xal~;gn,rtortncarost~s76o6 LOWER DAM REPAIR usra~n~ lloam ~.
[phone] Fax [phone] DWG: -
www.tmlooea~tnacamuro.cam ~: ___ OUTLET CONTROL STRUCTURE i10 scaF: ~ : ~ 7 of 13

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___ _______ . I
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~ UFF~R
EMERGENCY '
IPRAP SPILLWAY '~~
-SEE DETAIL ~~/ ~ ~-~~-~~-
:~
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OUTLET CONTROL ;'
STRUCTURE 110 %~
UBLE STRUCTURE) ~ °' ~'
-SEE DETAIL ~ ;'~
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0 15 30 60
L:\CAMA\2007 CAMA FILES102-07-032C -- WATERBORO TDEHAVEN\WATERBORO EXPRESS 10-11-07.DWG
PROJECT: WATERWAY COVE
LAND MANAGEMENT QROUP INC LOWER DAM JOB # 02-07-o32C
ENVIRONMENTAL CONSULTANTS DATE: 10-11-07
Poeoxzszz TELE: (9,0)452-0001 DRAWN BY: MWESTENDORFF
WILMINGTON, N.C. 25402 FAx: (g, g, 452-0050 WATERWAY COVE SCALE: 1°=30'
EMAIL: [e-mail] SHEET: SU limental Sheet 2

CONCRETE OUTLET CONTROL
STRUCTURE WITH GRATE TOP
-SEE DETAIL
TOP OF DAM ELEV. \
EMERGENCY SPILLWAY CREST ELEV.
OVERFLOW ELEV.
CROWN TOP OF DAM
EMBANKMENT TO PREVENT
MINIMUM 1FT PUDDLING ON SURFACE
FREEBOARD APPROX. SLOPE=0.1;1
__________ ______
_ _ _ _ - BFT MIN.
~~~~~
DESIGN HIGH_WATER
3
r,
EXISTING WATER
~/5 WASHED
STONE FILTER
~7TOM OF RASw
REINFORCED CONCRETE
DISCHARGE PIPE WITH
O-RING GASKET
RIP-RAP APRON
`-ANTI-SEEP COLLARS---~
SIZE = 7.5 X DIA. PIPE -CENTERED ON PIPE
2 EACH MINIMUM -EQUALLY SPACED
NOTES:
1. DAM EMBANKMENT FOUNDATION TO BE CONSTRUCTED ON
SUITABLE MATERIAL AS DIRECTED BY GEOTECHNICAL ENGINEER.
2. EMBANKMENT FOUNDATION PREPERATION TO BE OBSERVED AND
APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO BEGINNING LIFTS.
3. DAM EMBANKMENT TO BE CONSTRUCTED PER SPECIFICATION FOR
THE FORMATION OF DAM EMBANKMENTS INCLUDED HEREIN.
4. CONTRACTOR RESPONSIBLE FOR OBTAINING ADDITIONAL FIELD
SURVEY WHERE NECESSARY TO PROPERLY CONSTRUCT DAM EMBANKMENT.
Tic ~ oA~ ~a NKUET CROSS sECnoN
N.T.S
y,~,,,,. APPLICANT:
ref is4ormaattl Sdnaoe
~~~ MII ors s~ MACBROO~ ATERWAY COVE
SSI1 Capital CenkrDrive_ Sure Io6
Releigb, NathCarolioa 27606 ON: --- DATE: ~~ ~ 2007 SHEET:
[phone] Fax(9I9)854-4393 AT: DAM DETAILS 8 of 13 '
www.ailoaemdmecbioom.con¢ --- SCALE: AS SHOWN

EMENQNCY iVEpPIQV (RITE
-TEE vow vav
~ cmmers
r - yr nusxm
srac i~
r-r uP
ptwt Rai ww T? aeRTSii
TB K 3-v! M YVW NRK
ILCMU ftJiX 10P W aMTDR
WISIO[ DiE6[OI R OMTD W fY It
iY1PQm 9MTii WG i1WICIlAG
a° i~il°a°m ~
FRONT VIEW oi,~E~m-1 L
KTS
BASIN 710 BASIN 120 BASIN 130
LL4'd~R1 1l11l~LEl (UPPERI
TOP OF OAM EMBANKMENT ELEV. 11.0 15.0 25.0 ,r
DESIGN HIGH WATER ELEV. 9.90 1290 23.SS
ovERFLOw ELEVaT1oN ao 14.D 24.0
RECT. WEIR DIMENSIONS (WxH) (2) 3'x3' N/A N/A
RECT. WFJR CREST ELEV. 5.38 N/A N/A
LDW LEVfl. ORIflCE DIA N/A 8.0" QO'
LOW LEVEL ORIFICE INV. N/A 11.45 22.58
EtOS71NG WATER SURFACE ELEV. 5.36 11.45 22.58
DISCHARGE PIPE DIA. (2} 24' RCP 18" RCP 18" RCP
DISCHARGE PIPE INV 3.0 7.0 15,0
CONCRETE OUTLET CONTROL STRUCTURE
N.T.S.
-ISC1uRLE PIPE
H ~ rL x F11 C~ci[TC
IILCKS 7N7[KMFL DIIC
WRCT ilRU11TR Ai ALL ~ CORIERS

B

a Q
b

b

MLCT C[IRIIiL TTRUCTWE
s~-r
err i+sis vi r [oivK:~ mnc vnu> u•
f1aTPtl
PLAN VIEW
KT.4
y. e,,ei,. - APPLICANT:
i1C/ siTmclemsaLe/ 3otanoe
~j~ MIIANE ~L MACBROOM~ ATERWAY COVE ___
SSI1CapitelGnterDtiye_guitle106 aN: ___ DATE: SHEET:
RalaigL, Nacfh Carolint 27606 .11E YYT 5007
[phone] Faa(919)8544393 ^T- -_-__ DAM DETAILS 9 of 13
www.mitoneandmecbioom.cm3 ___ SCALE: A8 8HOWN
Iur Itvo. avsc - sa
TAlli KIOV F01 iW[[T[R
No inaT [I[v~T~
IRTMiYLM IRON \R1R -SEE
TAfE iCWV fQ 1lf06ID6
NO fJRT ELLVIITnI
M•Ir D4
iOf:IM11K PIPE -SEE
TNL[ iFLOV iTF DUWETER
NU INVEi1T ELEVRTf01
NOTCH DETAIL
KT.4

3:1 MAX SIDE AOPE
- TOP OF DAM ELEVATION
1B' (MIN.) 3

~'¥'~,,;~ OEPT}I VARIES .R
~~. dr.~,
,r ~ -SEE TABLE BELOW ~~. f
N.C. DEPT. OF T11AN5PORTATION SPILLWAY CREST ELEVATION
CLASS 8 EROSKW CONTROL RIPRAP .~
/
~ WOVEN GEDTEXIiIE FlL1FH FABRIC
/' M7111 VAweS EIIXON GTF 1300 OR EauIVALEN7 W
/
^ '~ TABLE BELOW BE SJSTALIED 8i ACCORDANCE wTN
PARENT NATERIAL-- YANUFACRIRER~3 RECOMMENDATONS
BASIN 110
jL~l BASIN 120
j11~Q)?1
~ BASIN 130
(UppERI
TOP OF DAM EMBANKMENT ELEV. 11.0 .
.
15.0 25.0
EMERGENCY SPILLWAY CREST ELEV. 8.0 14,0 24.0
EMERGENCY SPILLWAY CREST WIDTH 20.0 Fi 10.0 Fi H.0 FT
EMERGENCY SPILLWAY DEPTH 3.0 FT 1.0 FT 1.0 FT
.,..
t;,T,~.

MATERIALS
ALL FILL MATERIALS SHALL BE OBTAINED FROM REQUIRED EXCAVATIONS OR
DESIGNATED BORROW AREAS, FILL MATERIAL SHALL CDNTADJ ND FROZEN
MATERIAL, SOD, BRUSH, ROOTS, OR OTHER ORGANIC MATERIAt, EARTH
EMBANKMENTS SHALL CONTAIN NO STONES OR ROCK PARTICLES OVER THREE
INCHES 1N DIAMETER.
THE MATERIAL USED IN THE CENTER PORTION OF THE EMBANKMENT SHALL
BE THE MOST IMPERVIOUS MATERIAL OBTAINED FROM THE BORROW AREAS 1F
REQUIRED. THE MORE PERVIOUS MATERIALS SHALL BE USED IN THE OUTER
PORTION OF THE EMBANKMENT AS SHOVN ON THE PLANS,
IMPERVIOUS FILL MATERIALS
IMPERVIOUS FILL SHALL BE A GLACIAL TILL, AND TU BE PROVIDED
FROM AN OFFSITE SOURCE IN THE QUANTITIES REQUIRED FOR
COMPLETION. FILL TQ HE APPROVED HY THE ENGINEER. GLACIAL
7D_L SHALL CONSIST OF HARD AND DURABLE PARTICLES OR FRAGMENTS
AND SHALL BE FREE FROM ORGANIC MATTER AND OTHER OBJECTIONABLE
MATERIALS. GLACIAL TILL SHALL GENERALLY CONFORM TO THE
FOLLOVING GRADATION LIMITSI
U.S, STANDARD PERCENTAGE PASSING
SIEVE SIZE BY WEIGHT
3 INCH 100
ND. 4 60-95
NO. 10 50-95
ND. 40 30-75
NO. 100 20-65
ND. 200 10-40
EMBANKMENT FOUNDATION PREPARATION
AREAS WHERE EMBANKMENTS ARE Ttl BE FORMED SHALL HE CLEARED AND
GRUBBED OF ALl TOPSOIL AND OTHER ORGANIC MATERIALS TO A DEPTH
OF AT LEAST 24 INCHES UNLESS OTHERWISE SPECIFIED ON THE
DRAWINGS, FOUNDATION AREAS SHALL BE SCARIFIED TO A DEPTH OF
THREE INCHES PRIOR TO PLACEMENT OF FILL MATERIAL.
PLACEMENT
NO FILL SHALL HE PLACED UNTIL THE FOUNDATION PREPARATION AND
EXCAVATIONS IN THE FOUNDATION HAVE BEEN COMPLETED. ND FILL
SHALL ~ PLACED ON A FROZEN SURFACE NOR SHALL FROZEN MATERIAL
BE INCORPORATED.
A. EMBANKMENT MATERIAL SHALL BE PLACED IN HORIZONTAL LAYERS.
THE THICKNESS OF LAYERS SHALL BE SIX INCHES. DURING
CONSTRUCTItlN, THE SURFACE OF THE FILL SHALL HAVE A CROWN
OR CROSS-SLOPE OF NqT LESS THAN TVO PERCENT. EACH LAYER
OR LIFT SHALL EXTEND OVER THE ENTIRE AREA OF THE FILL
THE FILL SHALL BE FREE FROM LENSES, POCKETS, STREAKS, OR
LAYERS OF MATERIAL DIFFERING SUBSTANTIALLY IN TEXTURE ~
GRADATION FROM THE SURROUNDING MATERIAL, THE MORE
PERVIOUS MATERIAL SHALL HE PLACED IN THE OUTSIDE PORTION
OF THE EMBANKMENT OR AS INDICATED ON THE DRAWINGS. THE
FINISHED FILL SHALL HE SHAPED AND GRADED TO THE LINES AND
GRADE SHOWN ON THE DRAWINGS.
~~
MIIAriE sL MACBRQOMs
3311 CSWifiI Cm>trIRira. Bride 106
BebiBh, ;!~ cuoBea n403
(919)8344373 Ac (919}874.4493
,.,.wmnoom.~
B. BACKFILL AT THE PIPE OUTLET
BACKFILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT T^
EXCEED THREE INCHES IN THICKNESS AND SHALL BE BROUGHT UP
UNIFORMLY AROUND THE OUTLET PIPE AND FLARED END SECTION
4. MOISTURE C~ITROL
THE MOISTURE CONTENT OF MATERIALS IN THE EMBANKMENT SHALL BE
CONTROLLED TD MEET THE REQUIREMENTS OF SECTION 5, 'COMPACTION
tlF EMBANKMENT.` WHEN NECESSARY, MOISTURE SHALL HE ADDED BY
USE tlF APPROVED SPRINKLING EQUDPMENT. VATER SHALL BE ADDED
UNIFORMLY AND EACH LAYER SHALL BE THOROUGHLY DISKED OR
HARROWED TO PROVIDE PROPER NIXING. ANY LAYER FOUND TDG WET
FOR PROPER COMPACTION SHALL HE ALLOVER TO DRY BEFORE ROLLING.
PLACING OR ROLLING OF MATERIAL ON EARTH FILLS WILL NOT BE
PERMITTED DURING OR IMNEDIATELY AFTER RAINFALLS WHICH
INCREASE THE MOISTURE CONTENT BEYOND THE LD4IT OF
SATISFACTORY COMPACTION. THE EARTH FILL SHALL BE BROUGHT UP
UNIFORMLY AND ITS TOP SHALL BE KEPT GRADED AND SLOPED SO THAT
A MINIMUM DF RAINWATER VILL BE RETAINED THEREON. COMPACTED
EARTH FILL DAMAGED BY NABBING SHALL HE ACCEPTABLY REPLACED BY
THE CONTRACTOR.
5. COMPACTION
A. EMBANKNENT
EMBANKMENT MATERIAL SHALL BE COMPACTED TO 95% OF THE
STANDARD PROCTOR DENSITY AT NEAR OPTIMUM MOISTURE CONTENT
AND BY THE COMPACTION EQUIPMENT SPECIFIED HEREIN, THE
COMPACTION EQUIPMENT SHALL TRAVERSE THE ENTIRE SURFACE OF
EACH LAYER OF FILL MATERIAL.
APPROVED TAMPING ROLLERS SHALL HE USED FOR COMPACTING ALL
PARTS OF THE EMBANKMENTS VHIGH THEY CAN EFFECTIVELY
REACFL THE CONTRACTOR SHALL DEMONSTRATE THE
EFFECTIVENESS OF THE ROLLER BY ACTUAL SOIL COMPACTION
RESULTS OF THE SOIL TD BE USED IN THE EMBANKMENT VITH
LABORATORY WORK PERFURMED HY AN APPROVED SOTL TESTING
LABORATORY.
H, BACKFILL AT OUTLET CONDUIT
BACKFILL SHALL BE COMPACTED BY HAND TAMPING WITH
MECHANICAL TAMPERS HEAVY EQUIPMENT SHALL NOT BE
OPERATED WITHIN TWD FEET OF ANY STRUCTURE. EQUIPMENT
SHALL NOT BE ALLOWED TD OPERATE OVER THE OUTLET CONDUITS
UNTIL THERE IS 24 INCHES OF FILL WER THE PIPE CONDUITS,
6. FINISHING EMBANKMENTS
THE EMBANKMENTS SHALL BE CONSTRUCTED TO THE ELEVATIONS,
LINES, GRADES ANO CROSS-SECTIONS AS SHOWN ON THE DRAWINGS.
THE EMBANKMENTS SHALL BE MAINTAINED 1N A MANNER SATISFACTORY
Tp THE ENGINEER AND SURFACES SHALL HE COMPACT AND ACCURATELY
GRADED BEFORE TOPSOIL IS PLACED ON THEM. THE CONTRACTOR
SHALL CHECK THE EMBANKMENT SLOPES WITH STRINGLINES TO INSURE
THAT THEY CONFORM TO THE SLOPES GIVEN ON THE PLANS AND ARE
UNIFORM FOR THE ENTIRE LENGTH OF THE SLOPE.
Jl3SS,JEA
WATERWAY COVE
DAM DETALS
LOCATION:
~ 10 of 13

}
Q
RETAINING WALL ~
_._~ - _ _ _...- _ p ____. _
_.
~ ~ i ~ ~ ~
TO~IVHOME (TYPICAL) N a
a ? ~ z
~~ ~ GF=17.0 ~ ~ ~ °~ ~ \\
~.
_.. ,
.~
W ~ g 3
25 ~~- ,
2+u0
Q t

2+00
~~

TOWNHOME SECTION D-D
SGALE - 1'=50'
~e„~,,,. APPLICANT:
~ ~ ~°~ ~°°OG WATERWAY COVE WATERBORO VILLAGE MANAGMENT LLC
~~~MIIANE & MACBROOM~ _--
5511 Capital Cm~Dtive- &tiOc 106 ON: --- DATE: SHEET:
1taldgL, NaQt Carolina 27606 7-2a-20C7
(9~19w85443~ 73(9~19~~393 "T~ __= TOWNHOME SECTION SCALE 11 of 13
___ A8 BFK~WN
0+00 0+50 1+00 1+50

PROPOSED
GRADE
25
6" C900 CLASS
150 WATER LINE
20
404 WETLAND TO
BE FILLED PER
GENERAL PERMIT
42" HDPE
STORMWATER PIPE
15
r~;
r';
C\

s_.\
I ~~
-~' ~'~
i_ __ !
7
~~_
f
x
\ \`
~ ,
c-

EDGE OF f§AVEMENT (TYP)', ~
4Q4 WETIP~NOS
TQ 8E FI PER ,
GENERAL RMIT
(4199.86 S FT.)
,' ,%~
y ~
,_~ ~`
( =3
PLAN VIEW -SCALE 1 "=40'
EXISTING
GRADE
8" PVC
SANITARY
SEWER LINE
SECTION A-A TAKEN AT STATION 61+68 63
SCALE - 1 °=40' H, 1 "=4' V
Engineering,
Landscape ArchiEectvre
~~',~ MIL~NE & MACBR c00M
5.5'I 1 Capital Center Drive -Suits 106
Raleigh, North Carolina?7606
(91.9) 85411373 Fax [phone]y3
ww1~. mi lone.~+ndmac broom.com
APPLICANT:
WATERWAY GOVE WATERBORO VILLAGE MANAGMENT LLC
ON:2041-38 DATE: 7_20-2007 SHEET:
AT: __= PROPQSED WETLAND FILL AREA A 12 of 13
___ SCALE: AS SHOWN
--SIDEWALK
PROPOSED
FILL

four (4) 8,~8~ Ib. Aluminum Boat Lifts
w/ Auto Stop Featur-~e
3oat L i f t
:used to pilings
lle from resting
yen low tide.
Boat LiFt Detail Drawing
Waterway Cove Project
1819 Waterwau Dr.
Ocean Isle. NC 28469
7-19-07
Drawing 2 of 3
Drawing Not To Scale
Sheet 13 of 13
12 Ft. C in.
~ - ~

COUI~tTY QF BRUNSWICK
ENGtNEERWG SERVICES
Poll' OFFICE Box 249
~ RFl~EREIYO(JM DR1VE NE • Bouvta, NoRnt CAROLWa 28422
BUILDING C
JEFFREY W. }~~~
DIRECIC~It
September 19, 2007
Bruce Surface, P.E.
Miione & MacBroom
5511 Capital Center Drive, Suite 106
Raleigh, NC 27606
RE: Waterway Cove -Sewer Approval
Dear Mr. Surface:
TE~ItorlE: (910) 253-250(
Fax: [phone]
Email: englnee~brunsco.nei
Brunswick County has finished a review of the subject wastewater system and has no further comments at this time.
Approval of the water system is contingent upon receipt of additional engineering documents.
Sincerely
James D. Murray
Engineering Plan Reviewer
.~ r~
c

JUL-D5-2007 THU 07:59 AM NCDENR FAX N0, 9103502004 P, p2
0'~~~ W A ~~~~G
~_ ~
Q 'C
Michael F, Earley, Governor
William G. Ross Jr., Secretary
North Carolina Dcramnenl of Environment mtd Natural Resources
Colecn i-I. Sullins, l]ircclar
1]ivixion of Water Quality
July 3, 2087
Kyle Carkum, Manager
Waterboro Village, LLC
5511 Capital Center Drive, Suite 105
Raleigh, NC 27fi01a
Subjects Starmwater Permit Na, SW8 070544
Waterway Cove
High lSer~sity Subdivision Rraject
Brunswick County
Dear Mr. Corkum~
The Wilmington Regional office received a complete Stormwater Management Permit
Application for Waterway Cove on June 29, 2807. 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 hla. SW8 070544, dated July 3,
2007, for the construction of the project, Waterway Cove.
This permit shall be effecfiive from fihe dafie of issuance until July ~, 2017, and shall be subjecfi
to the conditions and limitations as specified therein. Please pay special attention to the
(_lperation 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, yr 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 1508 of the forth Carolina General Statutes, and filed with the Qffice of
Administrative Heanngs, P,O. Drawer 27447, Raleigh, NC 27511-7447. Unless such demands
are made this permit shall be final and binding.
if you have any questions, or need additional information concerning fihis matter, please
contact Chris Baker, or me at [phone].
Sine ely,
~C. ~~--
Fdward Beck
Regional Supervisor
Surtace Water Protection Section
EN~i/csb: S:1WQS15TQRM1lVAT1P1=RM1T1070a44.ju107
cc: Reuben S, Jvn+as, HI, P.E,, Milane & MacBroom
Brunsiwck County Inspections
Division of C©astal Management
Chris Baker
Wilmington Regional {)ffiee !V~°p~° tCaro ina
Central Files /va~zrm!!~
North Carolina Division of Water ~uulity 1617 Mail Serviee Center Raleigh, NC 27699-1 61.7 Phone (9t9) 733.71)15 Customer Service
1n1E171@t. www.q~8,41teraualitv.ore Location: N. Sl2 Salisbury SG Raleigh, NC 27604 P.uc {919) 733-2496 1-877-523-6?48
An equal OpportunltylA~lrmatlve Action Employer- 50p/o Recycled110o1n Past Gansumer Paper

JllL-05-2007 THU 08;00 AM NCDENR FAX N0. 9103502004 P, 03
State stormwater Management Systems
Permit No. SW8 070544
STATE OF NORTH CARC}LINA
DEPARTMENT ClF ENVIRONMENT AND NATURAL. RESQURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 5UBDI1lISLON DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable ~.aws, Rules, and Regulations
PERMISSION IS HEREBY GRANTE^ TO
Kyle Carkum and Waterbora Willage, LLC
Waterway Cove
NC 979/904, Brunswick County
FOR THE
construction, operation and maintenance of 3 largge capacity underground infiltration
trenches and 130 small capacity under round infiiltration trenches in compliance with
the provisions of 15A NCAG 21-f .1 Q00 hereafter referred to as the '"sformwater rutes'~
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Wafter
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 3, 2017, and shall be
subject to the following specified conditions and limitations:
t. DESIGN STANDARDS
1. This permifi 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 1.7 on page 3 of this permit. The subdivision is
permitted for 133 single family lots, each allowed 2,580 square feet of built-upon
area, 54 townhome unifis, each allowed 1,525 square fleet of built-upon area, and
46 lots, each allowed 1,725 square feet of built-upon area.
3. The stormwater control has been designed to handle the runoff from a total of
832,579 square feet of impervious area.
4. The firacfi will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans.
5. ,411 stam~water collection and treatment systems must be located in ei#her
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.
Page 2 of 8

JUL-0~-2007 THU 08 00 AM NCDENR FAX N0. 9103502Q04 P. 09
State stormwater Management Systems
Permit Na. SW8 0705A~4
6. The runoff from all built-upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control system.
7. The following design criteria have been provided in the infiltration trench and
mint be maintained at design condikion:
Infiltration rertch S stem
INF~1Qt) INF-200 INF-300 Type A Type B T e C "(' e D T® E
a. Drainage 9.76 10.43 4.57 *"' See '* See ** See *'" See ** See
Area, acres Attachment Attachment Attachment Attachment Attachment
.,A., ,.g„ ~~n upn u~„
Onsite, 425 216 454,217 199,086
Offsite, #~ None None Nane Nane None None Nane None
b. Total 213,162 241,417 1 t)5,t)plJ '* See ** See "" See "* See '* See
Impervious ~ Attachment Attachment Attachment Attachment Attachmenk
Surfaces, ft .,An ..B., ~,~.~ wp„ ..~~
c. .Design 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
Storm, inches
d. Trench 275x32 22t]x 135x 40x4x 51 x4x 70X4X 2t7x$x4 30x$4
Dimensions, x 5 44 X 5 82 x 2.$ 5.58 4,34 2.79
LxWxI-J,.ft
e. Pcrforsted 48/1,375 48/15A~0 1514725 ** See ** See ** See ** See ** gee
Pipe Dism./ Attachment Attachment Attachment Attachment Attachment
Length, in/ft ,~A„ NgN uC„ „Q„ „E,.
f Bottanl I 3(1 31 13.3 ** Sge ** gee I *'° See ** See ** See
Elevation, Attachment Attachment Attachment Attachment Attachment

g. Bypass 35 36 ~ 16,1 ** See ** See ** See '""' See ** See
Weir ( Attachment Attachment Attachment Attachment Attachment
Elevation, ,.A., ..8.. ~~~, .,p„ „~..
PMSL
li. Permitted 29,650 30,185 12,230 ! 893 885 781 640 960
Storage
~3
~alLllnC, fL
i. Type of Wanda Wando Wando Wando Wando Wando Wanda Wanda
Soil
6 6 6 6 $ 6 6
Inf ltrstian
hate, inlhr '
k. Seasonal 28 29 11.3 "" See ** See ** See *"' See ** See
Hi. Water Attachment Attachment Attachment Attachment Attachment
Table, FMSL ~~An °g" ..Cp ,.p.. ,.E„
I. Time to 30 30 16.8 38.4 26.4 1fi.$ 24 24
Draw Down, I i '
hours
m. Receivin St rearnlRiver B 1sin Intra coastal Wat erwa /Lumbe r
n. Stream Index Number 15.25
a. Classification of Wstcr Bad SA;HQW
'"'" Refer to the assigned attachment for specific details of individual lots and
tawnhome units to be treated on site.
11. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its infiended use prior to the construction of any
built-upon surface.
Page 3 of $

JUL-05-2007 THU 08 00 AM NCDENR FAX N0. 9103502004 P. 05
State Sfiormwater Management Systems
Permit No. SW8 070544
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will ba repaired immediately.
3, 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 permifi, the approved plans and specifications, and other
supporting data.
4. 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.
5, The permittee shall at all times provide the operation and maintenance
necessary to assure the permitfied sfiormwater system functions at optimum
efficiency. The approved ©peration and Maintenance Plan must be followed in
its enfiirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegefiation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Mainfienance of aU slopes in accordance with approved plans and
specifications.
f. Qebris removal and unclagging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter,
g. A clear access path fio the bypass structure must be available at all times.
6. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records wiq indicate the date,
activity, name of person performing the work and what actions were taken,
7. Upon completion of construction, prior to issuance of a Certificate of dccupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the System tnstalled certifying that the permitted
facility has been installed in accordance with this permit, fihe 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.
8. Access to the stormwater facilities sha11 be maintained via appropriate
easements afi al! times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculafiions prior fio construction, for any
modification to the approved plans, 'including, but nofi limited to, those listed
below:
a. Any revision to any item Shawn on the a proved 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 pra~ect area is defined as all property owned ~-y the pemlittee,
for which Sedimentation and Erosion Control Flan approval or a LAMA
Major permit was sought.
f. Fiilrng in, altering, or piping of any vegetative conveyance shown an the
approved plan.
Page 4 of ~

JUL-05-2007 THU 08.00 AM NCDENR FAX N0, 9103502004 P, 06
Mate Starmwater Management Systems
Permit No. SW$ Q7a544
10. The permittee shall submit final site layout and grading plans far any permitted
future areas Shawn an 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 Pram the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or mare of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shat) submit a written time schedule to the
Director far modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in wrifiing to the Directar
that the changes have been made.
13. Prior to the sale of any lot, the fallowing deed restrictions must be recorded;
a. The following covenants are intended to ensure ongDing compliance with
State Stormwater Management Permit Number SW$ 1370544, aS issued
by the Division of Wat®r Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to Starmwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
pivision of Water Quality,
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built-upon area per lot is 2,500 Square feet for 133 single
family lots, 1,525 square feet for 54 townhome units, and 1,725 square
fast far 45 townhame units, This allotted amount includes any built~upan
area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but iS not limited ta, structures, asphalt, concrete,
graveE, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surFace of swimming
pools.
g. Lofts within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built-upon area due to LAMA regulations.
h. All runoff on the lot must drain into the permitted system, This may be
accomplished through providing roof drain gutters which drain to the
sfireet, grading fihe lot to drain toward the street, ar grading perimeter
swales and directing them into the pond ar street. Lots that will naturally
drain into the system are not required to provide these extra measures.
Built-upon area in excess of the permitted amount will require a permit
modification.
Page 5 of 8

JUL-05-2007 THU OB;00 AM NCDEMR FAX N0. 9103502004 P. 07
State stormwater Management Systems
Permit No. SW8 070544
14. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the dafie of recording the plat, and prier to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee,
the deed book number and page, and the stamp/signature of the Register of
Deeds.
III. GENERAL Ct~NpITIQNS
1. This permit is not transferable except after notice to and appproval by the Director.
In the event of a change of ownership, or a name change, tl~e 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 ma be appropriate.
The approve( of this request will be considered on its merits and may or may not
be approved. The permittee is responsible far compliance with ail permit
conditions until such time as fihe 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 143-215.60.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulafiions, or ordinances, which may be imposed by
other govemmenfi 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 pivision, such as fihe 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 ail components of fihe permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a re uest for a permit modification, revocation and reissuance or
termination ~oes not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in fihe North Carolina Erasion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications far 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 3rd day of July, 2007.
NOR CAR4LIN NV RCNMENTAL MANAGEMENT C4MMiSSIt~N
for o een .Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

JUL-05-2007 THU 08;00 AM tICDENR FAX N0, 9103502004 F, 08
State Stormwater Management Systems
Permit No. SW8 07D544
Waterway Cove
Stormwater Permit No. SW8 070544
Brunswick County
pesigner's Certification
I, , 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 Qwner) 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 farm is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
iaate
Page 7 of 8

JllL-05-2007 THU 08;00 AM NCDENR FAX N0, 9103502004 P, 09
certification Requirements:
State Stormwater Management Systems
Permit No. SWS 010544
,~1. The drainage area t© 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 elevations are per the approved plan.
B: The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the autletlbypass structure.
8. All stapes are grassed with permanent vegetation.
g. Vegetated slopes are no steeper fihan 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and(ar volume have been
provided.
12. All required design depths are provided.
13. AEI required parts of the sysfiem are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR~DWQ Regional Office
Brunswick County Building Inspecfiions
Page 8 of 8

ATTACHMENT"A"
TRENCH STORAGE
WIDTH DEPTH LENGTH VOLUME VOLUME BOTTOM TOP BUILDABLE Impervious Watershed VOLUME OF
BASIN ID (Wj (D) (L) PROVIDED PROVIDED LOT ELEVATION ELEVATION SHWf LOT AREA AREA Percentage Runoff Coefficient Rainfall Area VOLUME OF VOID TRENCH RED.
feet feet feet cf cf # feet feet feet sf sf % Rv = 0.05 +0.9' la Re A V=3630'Rp R~ A VT = V / (0.4)
A 4 5.58 40.00 893 357 .: r ti~. . _;T,.. ., , ,, .. ,_... .:. ..,..:, ., _ _ _ a~{+~:~ -,~~~
- _ - 1 31.5 37.0 28.1 6615 2500 37.79% 0.39 1.5 0.152 323 806
r •~•
~ -
~ 2 31.5 37.0 28.1 8825 2500 38.63% 0.38 1.5 0.157 324 810
$~
~
wr .. ~ ~-.
~- 3 32.0 37.5 28.6 6625 2500 36.83% 0.38 1.5 0.157 324 810
~~•• '~,~ w ~' 4 32.5 38.0 29.1 BOt2 2500 41.58% 0.42 1.5 0.138 319 797
7
~ 5 4 +,. 5 32.5 38.0 29.0 7495 2500 33.36% 0.35 1.5 0.172 328 820
r
a~ ~
~~ z ~ y ,
t".± i -;
6
32.5
38.0
29.0
7820
2500
31.97%
0.34
1.5
0.180
330
825
-~..xy ~
~3--it ~ ,^ t ~ , ¢'k t' ~5
' 7 32.5 38.0 29.0 6230 2500 40.13% 0.41 1.5 0.143 320 800
ha s /~-`. n yr; ry,,,;~1 1,
~. 8 31.5 37.0 28.0 7131 2500 35.06% 0.37 1.5 0.164 326 815

~~
s:; ~'
psi ~r??. -al r
-
9
31.5
37.0
28.0
7251
2500
34.48%
0.36
1.5
0.166
327
816
4 Y

~ ~ : '~; t `;~y ~„5 =;~ s
~r 10 31.5 37.0 28.0 7813 2500 32.84% 0.35 1.5 0.175 329 822
..
., t '~ ~r ~
-<- ~~~
t..C~
r A f
~ ;~ {.y 11 31.5 37.0 28.0 9169 2500 27.21% 0.29 1.5 0.211 339 847
~~ -
~ ~ :;~~'~
e
1 ..
-e-=-'4 ~~~''"; ~
ti ' 12 31.5 37.0 28.0 7412 2500 33.73% 0.35 1.5 0.170 328 619
~
,~, { x>h r.~
^ o.
;}~~ , r
~
~~~~ ~c 13 28.5 34.0 25.0 7226 2500 34.60% 0.36 7.5 0.166 326 816
~ -~ _
,~ t ~ ~~. n- 19 27.5 33.0 24.0 8251 2500 39.99 % 0.41 1.5 0.144 320 801
f i , - ~ ~ w" F
: ~'~'''^~
, 20 29.5 35.0 26.0 6245 2500 40.03 % 0.41 1.5 0.143 320 801
-- 'h `: ~
~ car '~` ~ ,
Y '- } ~',~° "^ 21 31.5 37.0 28.0 8658 2500 28.88% 0.31 1.5 0.199 335 836
r f<
~ '~ ~ ~' 38
0
;
'
7,
ti 22 32.5 . 29.0 8590 2500 29.10% 0.37 1.5 0.197 335 837
i
4 h
~ t ~ ti ~ ~ ., ,
` 23 32.5 38.0 29.0 7735 2500 32.32% 0.34 1.5 0.178 330 824

u ~ ~

L
P -
' r ~ 1`-r J ~ _
~~" '.
24
32.5
38.0
29.0
8802
2500
28.40%
0.31
1.5
0.202
336
841
' ,, c
r~' 5 ' `i - 25 32.5 38.0 29.0 6485 2500 29.46% 0.32 1.5 0.195 334 836
!~
"'~ ~~ ~ t-~~+ ~ "
- - - 28 31
5 37
0 28
0 7008 2
- , . . . 500 35.68% 0.37 1.5 0.161 325 813
r .~ ~ ~ ~ ~ ? ~ y~-•, 27 30.5 36.0 27.0 6569 2500 38.06% 0.39 1.5 0.151 322 806
-
:, ; ~ -ffa°~ .ti a d ~' 4 s+i
:;.Y 14'a` 28 29.5 35.0 26.0 6560 2500 38.11 % 0.39 1.5 0.151 322 808
~ i
^sry ~~ ~
: ? ~
~,',.:
=_ ~ - 29 27.5 33.0 24.0 6536 2500 38.25% 0.39 1.5 0.150 322 805
^tn ~ ~..;r~~~ r
F ~~ ~; _ ~ dr ~ ~ t 30 25.5 31.0 22.0 6062 2500 41.24% 0.42 1.5 0.139 319 798
~'r „ ~ ~ ~~'r, u y M 58 25.5 31.0 22.0 7334 2500 34.09 % 0.38 1.5 0.168 327 818
~ ~ t d n ~
?" ti
; ;- ,mo ~+R
s
.. 59 30.5 38.0 27.0 7358 2500 33.98% 0.36 1.5 0.169 327 878
io~ ~ h
f ~%ti' ~ y ~q;,; 60 30.5 36.0 27.1 7475 2500 33.44% 0.35 1.5 0.172 328 820
'~ ~ L - ~'~' 't rr$ ~r"~ ~ 61 30.5 36.0 27.2 7475 2500 33.44 % 0.35 1.5 0.172 328 820
r 1, ~~ r f ;~~~ 7...d~A'~ic o `"~'' 82 31.0 36.5 27.5 7475 2500 33.44% 0.35 1.5 0.172 328 820
~"' ~s„
i 4~~'c ~'~',~~„~
} .
, 63 31.5 37.0 28.0 7475 2500 33.44% 0.35 1.5 0.172 328 820

~'
cnt~Y r
x~-?, ~
$'f ~ "~rL rft~ 'fi
r~
'E r''
,-
84
31.5
37.0
28.0
7802
2500
32.04%
0.34
1.5
0.179
330
825
"'' ~ j
~ ~ r~?~ ~ vl ~
~ ~, 65 31.5 37.0 28.0 7000 2500 35.71% 0.37 1.5 0.161 325 813
,
°~`%~ +)' ^ u ~ t
b '
;
' ~~ t 66 31
5 37
0
r
t
;
, 4
r . . 28.0 7800 2500 32.05% 0.34 1.5 0.179 330 825
~' ~ ~' " r ~ "~
_
~ 67 30.5 36.0 27.0 7345 2500 34.04% 0.36 1.5 0.189 327 818
y
~ ~ t ti.
68
30.0
35.5
26.5
7345
2500
34.04%
0.36
1.5
0.169
327
818
- ~ ~ 69 29.5 35.0 26.0 7345 2500 34.04% 0.36 1.5 0.189 327 818
71 29.5 35.0 29.0 7268 2500 34.40% 0.36 1.5 0.167 327 817

ATTACHMENT"A"
PAGE 2
TRENCH STORAGE

BASIN ID WIDTH
(Wj DEPTH
(D) LENGTH
L VOLUME
PROVIDE VOLUME BOTTOM TOP BUILDABLE Impervious Watershed VOLUME OF
(
) D PROVIDED LOT ELEVATION ELEVATION SHWT LOT AREA AREA Percentage Runoff Coefficient Rainfall Area VOLUME OF VOID TRENCH REQ

feet
feet
feet
cf
cf
#
feet
feet
feet
sf
sf
%
Rv = 0.05 +0.9 • la
Rc
A
V=3830•Rp R~ A .
VT = V / (0.4)
A confd 4 5-58 40.00 893 357 ~ ~ " ~ ~ -~ ~ : r„-_, -~- < .~ :-~.
r
~_..., -~.,.
72 31.5 37.0 26.0 6815 2500 37.79 % 0.39 1.5 0.152 323 808
;*- s ~ 73 31.5 37.0 28.0 6825 2500 36.63% 0.38 1.5 0.157 324 810
- ., ~~' ~
_~ r 74 31.5 37.0 28.0 6825 2500 36.63% 0.38 1.5 0.157 324 810

r ' ~I 75 31.5 37.0 26.0 6825 2500 38.63% 0.38 1.5 0.157 324 810

„y' °
4 : _
76
31.5
37.0
28.0
6816
2500
36.67%
0.38
1.5
0.157
324
810
'k-,y a - f _ 77 31.5 37.0 28.0 6685 2500 37.51% 0.39 1.5 0.153 323 807
r S
a; t `
~
78
31
0
36
5
~{ .., - . . 27.5 10850 2500 23.04 % 0.26 1.5 0.249 349 873

~~~ f
'~ '~;v«
~C
79
31
0
36
5
27
5
85
8
t n :~ i ~, . ~ . . . 0 2500 29.38% 0.31 1.5 0.195 334 838
'~ ~^ y ~ - •. ' k d -~ ~,~ J` _ 80 31.0 36.5 27.5 7154 2500 34.95 % 0.38 1.5 0.164 326 815
&: ~ w~ r ~' ~$'' ~. ~
- 81 31
5 37
0 28
0 6176
_ ¢ ~4 ~ }, r
~ ~
V . . . 2500 30.58 % 0.33 1.5 0.188 332 831
~~~ ~ - °? G
~ ~ S 82 32
5 38
0 29
0

~ . . . 7150 2500 34.97% 0.36 1.5 0.184 326 815
` "Kt - n z :y-~ a c, ::. " 83 33.5 39.0 30
0 7150 2500 3

~
r .; „y
t y
~ . 4.97% 0.36 1.5 0.184 326 815
a }.~;; } n ~ ~~
A 84 34.5 40.0 31.0 7150 2500 34.97% 0.36 1.5 0.164 326 815
' 'y` ' 85 35.5 41.0 32.0 8930 2500 36.08% 0.37 1.5 0.159 325 811
~y -
a "p ~~y
~ ~~- of a1
w r _
t 86 30.5 36.0 27.0 8100 2500 30.86% 0.33 LS 0.186 332 630
~'-~ a ~
y.} ~~• 5n 87 29
5 35
0 28
0 7020 25

r
~ . . . 00 35.61% 0.37 1.5 0.161 325 813
~ ' y' F ~) 95 30.5 36.0 27.0 7154 2500 34.95% 0.36 1.5 0.164 328 815
' ~-~~ ~..:'" 96 29.5 35.0 26.0 7154 2500 34.95 % 0.38 1.5 0.164 326 815
~~ _ 97 27.5 33.0 24.0 7154 2500 34.95% 0.36 1.5 0.184 326 815
-- - - ~ 98 26.5 32.0 23.0 7154 2500 34.95% 0.36 1.5 0.164 326 815

ATTACHMENT"B"

BASIN ID
WIDTH
(W)
DEPTH
(D)
LENGTH
(L) TRENCH
VOLUME
PROVIDED STORAGE
VOLUME
PROVIDED

LOT
BOTTOM
ELEVATION
TOP
ELEVATION

SHWT

LOT AREA
BUILDABLE
AREA
Impervious
Percentage

Runoff Coefficient

Rainfall
Watershed
Area

VOLUME OF VOID
VOLUME OF
TRENCH REQ.
feet feet feet cf cf # feet feet feet sf sf % Rv = 0.05 +0.9 • la Ro A V=3630'Rp R~ A VT = V / (0.4)
B 4 4.34 51.00 885 354 ~ _ .. :. ... :.. ~._ ...~. ~ _ .-_ -4__t:
-~ ~ 14 28.0 32.3 25.5 7040 2500 35.51 % 0.37 1.5 0.162 325 813
-- '~ 57 22.5 26.8 20.5 7390 2500 33.83 % 0.35 1.5 0.170 327 819
-- - -. 70 30.5 34.8 28.5 7345 2500 34.04 % 0.36 1.5 0.169 327 818
88 29.5 33.8 27.5 7020 2500 35.61 % 0.37 1.5 0.161 325 813
89 27.5 31.8 25.5 7020 2500 35.61 % 0.37 1.5 0.181 325 813
~~-~~ 92 30.5 34.8 28.5 10928 2500 22.88% 0.26 1.5 0.251 350 874
- ~ 93 30.5 34.8 28.5 7826 2500 31.94% 0.34 1.5 0.180 330 825
94 30.5 34.8 28.5 8334 2500 30.00% 0.32 1.5 0.191 333 833

ATTACHMENT"C"

BASIN ID
WIDTH
(W)
feet
DEPTH
(D)
feet
LENGTH
(L)
feet TRENCH
VOLUME
PROVIDED
cf STORAGE
VOLUME
PROVIDED
cf

LOT
#
BOTTOM
ELEVATION
feet
TOP
ELEVATION
feet

SHWi
feet

LOT AREA
sf
BUILDABLE
AREA
sf
Impervious
Percentage
^/o

Runoff Coefficient
Rv = 0.05 +0.9' la

Rainfall
Rp
Watershed
Area
A

VOLUME OF VOID
V=3630`Ro R~ A
VOLUME OF
TRENCH REQ.
VT = V / (0.4)
C 4 2.79 75.00

~ 837 335 -:~~- ~ - ' ~' ~ •~ " ~ -
.-.

. .a

:

,ti,

.,.
~[
-
' ~ ~ '- 31 25.7 28.5 25.0 7392 2500 33.62% 0.35 1.5 0.170 327 819
_ 90 30.0 32.6 27.6 7020 2500 35.81% 0.37 1.5 0.161 325 813
' -. 121.0 28.5 31.3 25.0 6967 2500 35.88% 0.37 1.5 0.160 325 812
122.0 28.5 31.3 25.0 6472 2500 38.63% 0.40 1.5 0.149 322 804
- ~ _ 123.0 24.2 27.0 24.0 6686 2500 37.39 % 0.39 1.5 0.153 323 808
132.0 16.2 19.0 18.5 6501 2500 38.46% 0.40 1.5 0.149 322 805
- 133.0 18.2 19.0 16.0 6501 2500 38.46% 0.40 1.5 0.149 322 805

ATTACHMENT "D"

BASIN ID WIDTH
(W) DEPTH
(D) LENGTH
(L)
TOWNHOME BOTTOM
ELEVATION TOP
ELEVATION
SHWT
LOT AREA BUILDABLE
AREA Impervious
Percentage
Runoff Coefficient
Rainfall Watershed
Area Storage Volume
Required Volume of Trench
Required Volume of Trench
Provided Storage
Provided
feet feet feet # feet feet feet sf Sf % Rv = 0.05 +0.9 • la Rp A V=3630•Rp*R~*A vT = V / (0.4) v=W D•L a
~
- 35 15.0 19.0 11.6 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
36 15.0 19.0 11.6 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
-- ~- 38 15.0 19.0 11.6 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
39 15.5 19.5 12.1 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
- 42 15.0 19.0 11.6 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
43 15.0 19.0 11.6 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
'
1 46 14.5 18.5 11.1 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
' a 47 14.5 18.5 11.1 1525 1525 100.00°~ 0.95 1.5 0.035 .181 453 640 256
k 50 14.0 18.0 10.6 1525 1525 100.00°h 0.95 1.5 0.035 181 453 640 256
~' 7~ # t 51 13.5 17.5 10.1 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256

}S 54 12.0 16.0 8.6 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
5
} ~` 55 11.5 15.5 9.3 1525 1525 100.00% 0.95 1.5 0.035 161 453 640 256
~ 58 10.5 14.5 8.3 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
59 10.0 14.0 7.8 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
y7 62 8.5 12.5 6.3 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
63 8.0 12.0 5.8 1525 1525 100.00% D.95 1.5 0.035 181 453 640 256
y xy ~~ 66 7.0 11.0 4.8 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
74 5.0 9.0 2.8 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
Pi
~?a.
75
6.0
10.0
3.8
1525
1525
100.00%
0.95
1.5
0.035
181
453
640
256
{ 77 7.0 11.0 4.8 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
_ 78 8.0 12.0 5.8 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
~-
~ _ 81 8.0 12.0 5.8 1525 1525 100.00°h 0.95 1.5 0.035 181 453 640 256
s
L,,.
1.~ , 82 9.0 13.0 6.8 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256

- `1 '' 85 9.0 13.0 6.8 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256

`'~
1
86
10.5
14.5
7.1
1525
1525
100.00°h
0.95
1.5
0.035
181
453
640
256
~
1 88 12.0 16.0 8.6 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
t ,*r ~ 89 12.0 16.0 8.6 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
_ 92 13.5 17.5 10.1 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256
_ 93 14.5 18.5 11.1 1525 1525 100.00% 0.95 1.5 0.035 181 453 640 256
96 14.5 18.5 11.1 1525 1525 100.00 % 0.95 1.5 0.035 181 453 640 256

ATTACHMENT "E"

BASIN ID
WIDTH
DEPTH
LENGTH
TOWNHOME BOTTOM
ELEVATION TOP
ELEVATION
SHWT
LOT AREA BUILDABLE
AREA Impervious
Percentage
Runoff Coefficient
Rainfall Watershed
Area Storage Volume
Required Volume of Trench
Required Volume of Trench
Provided Storage
Provided
feet feet feet # feet feet feel sf Sf °~ Rv = 0.05 +0.9 ' la Rp A V=3630'Rp'R~'A VT = V / (0.4) V=W'D'L cf

37 15.0 19.0 11.6 1725 1725 100.00°/ 0.95 1.5 0.040 205 512 960 384
40 15.5 19.5 12.1 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
41 15.5 19.5 12.1 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
44 15.0 19.0 11.6 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384
45 15.0 19.0 11.6 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
` X' 48 14.5 18.5 11.1 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
1 49 14.0 18.0 10.6 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
`' + 52 13.0 17.0 9.6 1725 1725 100.00 % 0.95 1.5 0.040 .205 512 960 384
` 53 12.5 16.5 9.1 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384
56 11.0 15.0 8.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
ki jrr ' ° - 57 11.0 15.0 8.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
?'' --
++ 60 9.0 13.0 6.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384

'
~~ :
• y
; QR
61
9.0
13.0
6.8
1725
1725
100.00%
0.95
1.5
0.040
205
512
960
384
' 64 8.0 12.0 5.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
} ~'c` + ,~` 65 7.5 11.5 5.3 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384
`~~ ~ M` "~ _ 73 5.0 9.0 2.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
?.,
pk'`;, L,.
76
6.0
10.0
3.8
1725
1725
100.00 %
0.95
1.5
0.040
205
512
960
384
~ ; ~ 7,_ ;;_ 79 8.0 12.0 5.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
'+~' 80 8.0 12.0 5.8 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
. ,u.,.; 83 9.0 13.0 6.8 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384
x.,f'°'~. 84 9.0 13.0 6.8 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384
H i ~ ~~N'~,`r 87 11.0 15.0 7.6 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384
~`~'~ ,~.
y
90
13.0
17.0
9.6
1725
1725
100.00 %
0.95
1.5
0.040
205
512
960
384
~ S_~ r y `";~ 91 13.0 17.0 9.6 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
94 14.5 18.5 11.1 1725 1725 100.00 % 0.95 1.5 0.040 205 512 960 384
95 14.5 18.5 11.1 1725 1725 100.00% 0.95 1.5 0.040 205 512 960 384

`~~~~ ,~~IIIIIIIIIIIIII111 B2~si P0~6; ~~-3~0~
~M~Q ~~ unty, NC Register of Deeds ~ page 1 of 7
V O ~ Rober~~~~on Register of Deeds
UU``~~ (Z/J~l 7-2007 04:22:30.080 Brunsuiek County, NC
7iiMP: 514040.00 (tF4348! )
PREPARED BY: T. MICHAEL SATTERFIELD
FLETCHER, RAY & SATTERFIELD, LLP
ATTORNEYS AT LAW
TAX PARCEL ID NO.: 243NB001 RET '~ -,` 7~
~~ + ~' ~~ Lll1 ~'{'_~
'~ TOTAL ~ ~' REV~J,°"~^TC#~;~
REC# CK AMT r( CK#.~L
STATE OF NORTH CAROLINA CASH REFe~BY '~j3
~.34~- >f Iq.op
COUNTY OF BRUNSWICK WARRANTY DEED
THIS DEED, made thisZ(o~ of February, 2007, by and between Connie Frances
Dennis, unmarried, Harriet I. Thompson, unmarried, John Williams and wife, Frances
LI..C
Williams, DWE I, LLC, a Nortb Carolina limited liability company, and DWE II, a North
Carolina limited liability company, Grantors, and Waterboro Village Management, LLC, a
North Carolina limited liability company, Grantee, whose mailing address is: 5511 Capital
enter Driv~e,~~atl~eigh, NC 27606.
n n M~ ~~' desi (~ ~!r`' for and Grantee as used herein shall include said arties their heirs
~J u `~ C~GUOG~/' P ,
~c~~,
successors, and assigi~, and shall include singular, plural, masculine, feminine or neuter as required
by context.
WITNESSETH:
That the Grantors for a valuable consideration paid by the Grantee, the receipt of which is
hereby aclmowledged, have and by these presents do give, grant, bargain, sell and convey unto the

~~,~ III I w II ~i ~~Ili~lll~i~~i~ B~~d~~~ ~2~f3, 0~
n ~ ~ ~ ~ ~ NIb`~G$~II~II~J4
Grantee in fee simple, all that certairl~t or p ted in Brunswick County, State of
d
North Cazolina, and more particularly described as follows:
See Exhibit °°A" attached hereto and incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantors covenant with the Grantee, that Grantors are seized of the premises in fee
simple, hve the right to convey the same in fee simple, that title is marketable and free and cleaz of
all encumbrances, and that Grantors will warrant and defend title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove
described is subject to the following exceptions:
2007 ad valorem property taxes.
2. Applicable restrictions and easements of record.
3. All local, county, state and federal laws and regulations relative to the
zoning, occupancy, subdivision, usage, construction and development
of the described property.
~~ ~~~p~
~ ~ 0 ~/~~ ~ao~
~"' `~©~~sy~lS n
G4 ~q[Lignature Pages Follow]

~~ ~p~ IIiII III~II'I"~II1I~I1 II'I~'II~~I'~Ir B be t JV RYe~i 3~ 30.000
(r62lCSf~l•J4
a EREOF, the Grantors have hereunto set their hands and seals, the day and
year first above written.
CONNIE FRANCES DENNIS
`.(YQ_~ ~l SEAL)
HARRIET I- 7~ON ~
~~ (SEAL)
J WII.LIAM5
d~Lc~~.--~ (SEAL)
CES WII.LIAMS
~0~~ ~~~,~~.

82561 9~;~:~.ama
iii~iiiiiiiiiiiiiii iiiiiiii 0z z~_~0m~
DWE II, LLC ~
By: EAL)
Dr. DeCarol Williamson, Manager
Rob on
Brunswick Cota+ly, N is~~¢fl~j of 7
M ~ ~ In~JnC,~IInJ~ ~ (JG~01~G$ffG~~b
DWE I, LLC ACS
By: ~ s AI.)
Dr. DeCarol Williamson, Manager
~ao~~~
~~~~~~
n n ~ ~ ~ c~~~~~
~J C`~~' OG~~~~'~q~

IIIIIIIIIIIilllllll~ 111111 B2~fii P s~n:3a~~m
Brunswick Coun y, NC ~~~~~ of 7
`~JnV~nJ NJA`70G~~IIQQ
STATE OF NORTH CAROLINA ~~~~~~Q~Q~
COUNTY OF ~r 1.~,1~sI,1) , C,jL
I, (~t~ e ~ : ~Cf.1~~X , a Notary Public of the aforesaid County and State,
do hereby certify that Connie Frances Dennis personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand andnnotarial seal, thi~~ day of Y , 2007.
My commission expires: "(- ~- ~ ~ ~~ A al ~ ~r ~~
ANNE S. DECKER Notary Public
(AFFIX SEAL) Notary Public
Brunswick County, NC
kH Commissbn Expres: 9~4-2987
STATE OF NORTH CAROLINA
COUNTY OF ~ S I K,
I, ~'n.n ~ S . L7t.C,1C,P,y , a Notary Public of the aforesaid County and State,
do hereby certify that Harriet I. Thompson personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand a/n~~d notarial seal, this day of ~0n , 2007.
My commission expires: ''7 - ~ _ o~ QD'~ t ~l~ll JLA ~ ~ ~~Cl~t~
ANNE S. DECKER Notary Public
(AFFIX SEAL) Notary Public
Brunswick County, NC
MP Commissron Expires: 9.4.2gg7
STATE OF NORTH CAROLINA
COUNTY OF ~I'(;t1'ISUg'~; ~ n
~Q j [ /~,~
I, S ~ ~~ a of P,ublic of the aforesaid County and State,
do hereby certify that John a a ~ {~~a°n~c~eliams, personally appeared before me
this day and acknowledged the due execution of`tH~sgoing instrument.
Witness my hand and notarial seal, this ~LO"day of ~~7 , 2007.
My commission expires: "1 ~ ~-' aa~ `~
Notary Public
{AFFIX SEAL) ANNE S. DECKER
Notary Public
Brunswick County, NC
My Commission plres: 9.4-2997

I~ ~unsu ~~IIII I III I ~11~ ~~~{'pi~ JW~ b; 622f300000
erela'"~SF~~T'N'
~~
I, ~u(~esf?, CZ . 1~,~~ Jl~ , a Notary Public of the aforesaid County and State,
do hereby certify that Dr. DeCarol Williamson, Manager of DWE I, LLC, a North Carolina limited
liability company, personally appeared before me this day and acknowledged the due execution of
the foregoing instrument.
M ~ Cl/JG7o0lrlrll(UE~4
STATE OF NORTH CAROLINA " ~ ~~` QOL~G~~~~, ~
COUNTY OF /~~/ i~14~+~Ib~-
Witness my hand and notarial seal, this ~ day t~y-42 2007.
My commission expires: /e2 - J1- orj G ~ Jt
~~,,,uN^u~nga otary Public
STATE OF NORTH CAROLINA
COUNTY OF /tF"h~ /~},~ ~~,
I, ~(>~~ V . %~-~n/~ "~L , a Notary Public of the aforesaid County and State,
do hereby certify that Dr. DeCarol Williamson, Manager of DWE II, LLC, a North Carolina limited
liability company, personally appeared before me this day and acknowledged the due execution of
the foregoing instrument.
Witness my hand and notarial seal, this~l day of -~ (' 2.0~07-.-
My commission expires: l1-1,~2 -~~~ C` ~ ~~_..'1
~,,~~~,a~~~ Guh ~~ ~ L NOtiPlll~
~ E R Si
ggpp~~~~ ~ ~ ~ ~ O ~ao~~
,~ ~ a
- ' ~~~
_~ pUSL~r' ~t
oz.o~no~ea m w~«bo,o va~~ ox-i9-m.a«

~~~~„~ ~~pa ~~~~~~~~~{~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~ Bf2561dP0~Z ~ ~ 3~~m
~~0~~ ~~~
OGSI,~~G'~gQ EXHIBIT A
Being all of that tract of land consisting of 48.87 acres ±, as shown on plat
entitled, "Survey for Atlantic Coast Development" prepared by Bobby M. Long
& Associates, Surveyors, on October 20, 2006, revised on January 30, 2007, and
recorded in Map Book 36, Page 463, Brunswick County Registry.
M ~ e~acwr~~~a
~u v~~
~~OOG~G~~C4' ° ~

OFFIJR TO PTTRCI;(A5E AND CONTRACT-VACANT LOT/LANI-
NOTE: This contract is intended far unimproved real property that Buyer will purchase only for personal use and will not
subdivide. It should not be used to sell subdivided property that has not been platted, properly approved and recorded with the register
of deeds as of the date of the contract. If Seller is .Buyer's builder and the solo involves the construction of a new single family
dwelling prior to closing, use the standard Offer to Purchase and Contract (Porno 2-T) with the New Construction Addendum (Form
2A3-T).
Waferbgro Village Management tLC , as Buyer,
hereby offers to purchase and WI!liam A English Jr as Seller
upon acceptance of said offer, agrees to sell and convey, all of that plat, piece or parcel of land described below (hereafter referred to
as the "Properly"), upon the fallowing tenns and conditions:
1. REAL PROPERTY: Located in the City of Ocean lsle Beach County of
Brunswick , S#ate of North Carolina, being known as and more pattieularly described as:
Street Address 1819 Waterway Drive 5W zip 28469
Subdivision Name__ Neighborhood 6t)lA / O ! Beach West
Plat Reference: Lot 38 , Block or Section n/a as shown on
Plat Book or Slide H346 at Page(s) n/a (Property acquired by Seller in Deed Book 0357 at
Page 0480 ).
®All ^ A portion of the property in Deed Reference: Book 0357 Page No. 0480 Brunswick County
NOTE: Prior to signing this Offer to Purchase and Contract-Vacant LotlLand, Buyer is advised to review Restrictive Covenants, if
any, which may limit the use of the Property, and to read the Declaration of Restrictive Covenants, By-Laws, Articles of
Incorporation, Rutes and Regulations, and other governing documents of the owners` association and/or the subdivision, if applicable.
2. PURCHASE PRICE: The purchase price is $ ~ and shall be paid as follows:
a ~ ,EARNEST MONEY DEPOSIT with this offer by ~ cash ~ personal check bank check
() C1 certified check ~ other: to be deposited and held in
escrow by Investors Tft/e Insurance Campany (`Bscxow Agent") until the sale is closed, at
which time it will be credited to Buyer, or until this contract is otherwise terminated. I~~ the event: (1) this offer is not accepted; or
(2) any of the conditions hereto are not satisfied, then ail earnest monies shall be refunded to Buyer. In the event of breach of this
contract by Seller, all earnest monies shall be refunded to Buyer upon Buyer's request, but such return shall not affect any other
remedies available to Buyer for such breach. ]n the event of breach of this contract by Buyer, then all earnest monies shall be
forfeited to Seller upon Seller's request, but such forfeiture shall not affect any other remedies available to Seller for such breach.
NOTE: In the event of a dispute between Seller and Buyer over the return or forfeiture of earnest money held in escrow by a
broker, the broker is required by state law to retain said earnest money in the broker's trust or escrow account until a written
release from the parties consenting to its disposition has been obtained or until disbursement is ordered by a court of competent
jurisdiction.
(b) $ n/a ADDTITONAL EARNEST MONEY DEPOSIT to be paid to Escrow Agen# no later than
n/a , TIl12E BEING OF THE ESSENCE WITH REGARD TO SAID DATE.
(c) $ 9.00 ,OPTION FEE in accordance with paragraph 11, Alternative 2, to be paid to Seller on the
Effective Date as set forth in paragraph I9. (NOTE: If Alternative 2 applies, then do not insert $t), N/A, or leave blank}.
(d) $ n/a , BY ASSUZvTPTION of the unpaid principal balance and all obligations of Seller on the existing
loan(s) secured by a deed of trust on the Property in accordance with the attached Loan Assumption Addendum.
(e} $ n!a , BY SELLER FINANCING in accordance with the attached Seller Financing Addendum.
(~ $ sae addendum "/~" .BALANCE of the purchase price in cash at Closing.
3. CONDITIONS: {State N/A n> each blank that is not a condition to this contract.)
(a) Buyer must be able to obtain a ^ Conventional ~ Other: n/a loan at a ~ Fixed Rate ^ Adjustable Rata
in the principal amount of n/a for a term of n/a year(s), at an initial interest rate not
to exceed n/a % per annum, with mortgage Loan discount points not to exceed n/a % of the Iaan amount. Buyer shall
apply for said loan within n/a days of the Effective Date of this contract. Buyer shall use Buyer's best efforts to secure the
lender's customary loan commitment letter on or before n1a and to satisfy all #erms and
conditions of the loan commitment letter by Closing. Alter the above letter date, Seller may request in writing from Buyer a copy
of the loan commi#ment letter. If Buyer fails to provide Seller a copy of the loan commitment letter or a written waiver of tlus
loan condition within ffve days of receipt of Seller's request, Seller may terminate this contract by written notice to Buyer at any
time thereafter, provided Seller has not then received a copy of the Ietter or the waiver.
This form jointly approved by:
North Carolina Bar Association
REALTORA North Carolina Association of R
Buyer Initials ~i
Tf115 {WIFI PCOd11Ced bY; LlDIlfAlC9
Page 1 of 4
STANDARD FORM 12-T
® ®7/2006
EALTORS®, Inc. ~~~,,,„,n
Seller Initials,;~,¢~~ f
800336-1027

(ii) There must be no restriction, easement, zoning or other governmental regulation that would prevent the reasonable use of the
Property for resfdentia! purposes ("Intended Use").
(c) T'lie Property must lie in substantially the same or better condition at Closing as on the date of this offer, reasonable wear and tear
excepted.
{d) All deeds of trust, liens and other charges against the Property, not assumed by Buyer, must be paid and satisfied by Seller prior
to or at Closing such that cancellation may be promptly obtained following Closing. Seller shall remain obligated to obtain airy
such cancellations following Closing,
{e) Title must be delivered at Closiiag by GENERAL WARRANTY DEBD unless otherwise stated herein, and must be fee simple
marketable and insurable title; free of alI encumbrances except: ad valorem taxes for the can ent year (prorated through the date of
Closing); utility easements and unviolated restrictive covenants diet do not materially affect the value of the Property; and such
outer encumbrances as maybe assumed or specifically approved by Buyer. The Property must have legal access to a public right
of way.
4. SPECIAL ASSESSMENTS: Seller warrants that there are no pending or confirmed governmental special assessments far
sidewalk, paving, water, sewer, or other improvements on ar adjoining the Property, and no pending or confirmed owners' association
special assessments, except as follows: n/a
(insert "None" or the identification of such assessments, if any.} Salter shall pay all owners' association assessments and all
governmental assessments confirmed through the time of Closuig, if any, and Buyer shall take title subject to all pending assessments,
if any, unless otherwise agreed as follows: n~a
S. PROBATIONS AND ADJUSTMENTS: Unless otherwise provided, the following items shall be prorated and either adjusted
between the parties or paid at Closing: {a} Ad valorem taxes on real property shall be prorated on a calendar year basis duough the
date of Closing; (b) All late listing penalties, if any, shall be paid by Seller; (c) Rents, if any, far the Property shall be prorated through
the date of Closing; (d) Owners' association dues and other like charges shall be prorated through the date of Closing. Seller
represents that the regular owners' association dues, if any, are $ n/a per Na ~.
6. EXPENSES: Unless otherwise agreed, Buyer shall be responsible for all costs with respect to any loan obtained by Buyer, title
search, title insurance, recording the deed and for preparation and recording of all instruments required to secure the balance of the
purchase price w~paid at Closing. Seller shall pay for preparation of a deed and all other documen#s necessary to perform Seller's
obligations under this agreement, and fax excise tax (revenue stamps} required by law. Seller shall pay at Closing
$ n/a toward any of Buyer's expenses associated with the purchase of the Property, includuig any FHA/VA
lender and inspection costs that Buyer is not permitted to pay, but excluding any portion disapproved by Buyer's lender.
7. EVIDENCE OF TITLE: Seller agrees to use his best efforts to deliver to Buyer as soon as reasonably possible after the Effective
Date of this contract, copies of all title information in possession of or available to Seller, including but not limited to: title insurance
policies, attorney's opinions on title, surveys, covenants, deeds, notes and deeds of trust and easements relating to the Property. Seller
authorizes {1) any attorney presently or previously representing Seller to release aiad disclose any title insurance policy in such
attorney's file to Buyer and both Buyer's and Seller's agents and attorneys; and (2) the Property's title insurer or its agent to release and
disclose all materials in the Property's title insurer's (or title insurer's agent's) file to Buyer and bath Buyer's and Seller's agents and
attorneys.
S. LAIBOIZ AND MATERIAL: Seller shall furnish at Closing an affidavit and indemnification agreement in farn~ satisfactory to
Buyer showing that all labor and materials, if any, furnished to the Property within I20 days prior to the date of Closing have been
paid for and agreeing to indemnify Buyer against all loss from any cause or claim arising therefrom.
9. CLOSING: Closing shall be defined as the date and time of recording of the deed. All parties agree to execute any and all
documents and papers necessary in connection with Closing and transfer of title on or before August 39, 2t707 see #13 ,
at a place designated by Buyer. The deed is to be made to VVa~erbora Village Managremerpt, ,LLC
CLOSING SHALL CONSTITUTE ACCEPTANCE OF THE PROPERTY IN ITS THEN EXISTING CONDTTION UNLESS
PROVISION IS OTHERWISE A'dADE IN WRITING.
10. POSSESSION: Unless otltenvise provided herein, possession shall be delivered at Closing. No alterations, excavations, tree
removal or other such activities may be done before possession is delivered.
Buyer Initials
Page 2 of 4
Sellerlnitials irk,
STANDARD FORM 12-T
©7/2006
This form {~oduced by: iisnrarsa ~~..~ gp4.~~_t027

11. PROP`ERT"~ II~'SPEC'I'iON, APPI'•.AiSAI~, $NVBST. rvGr1LTION (Choose ONIt~' O1~~E of the folios°ding Alternatives):
~i7-~19.IJi 11~ISQ1 liVL1 LA11 b'LLl4J~. 1LLV 1 tVtJ Vi a~' lit NJ4 LLtJ;J1 WJV 4a u 1u4uv vy uua av va vr`vvvuau~ .uv Nw.++..+u .. A.r~..•.+ v+, ». .a+~ vJ. ~+~.+ ~+
, t . ~
, 1
t
1
~ ALTERNATIVE 2: (This alternative•applies ONLY ~,4lternative 2 is checked Al~rD Buyer has paid the Option Fee.}
(a) Property Investigation with Option to Terminate: In consideration of the sum set forth in paragraph 2(c} paid by Buyer to
Seller (not Escrow Agent) and other valuable consideration, the sufficiency of which is hereby acknowledged {the "Option Fee"),
Buyer shall have the right to terminate this contract for any reason or no reason, whether related to the physics! condition of the
Property or otherwise, by delivering to Seller written notice of termination (the "Termination Notice"} by 5:00 p.m. on
!lay 3'f , 20 07 ,time being of the essence {the "Option Termination Date"). At any time prior to
Closing, Buyer shall have the right to inspect the Property at Buyer's expense {Buyer is advised to have all inspections and appraisals
ofthe Property, including but not limited to those matters set forth in Alternative 1, pei;otmed prior to the Option Termination Date).
{b} Exercise of Option: If Buyer delivers the Termination Notice prior to the Option Termination Date, time being of the essence,
this contract shall become null and void and ail earnes# monies received in connection herewith shall be refunded to Buyei; however,
the Option Fee will not be refunded and shall be retained by Seller. If Buyer fails to deliver the Termination Notice to Seller prior to
the Option Termination Date, then Buyer will be deemed to have accepted the Property in its physical condition existing as of the
Option Termination Date; provided such acceptance shall not constitute a waiver of any rights Buyer has under paragraph 3. The
Option Fee is not refundable, is not a part of any earnest monies, and will be.credited to the purchase price at Closing.
(c) CLOSING SHALL CONSTITUTE ACCEPTANCE OF TIIE PROPERTY IN ITS THEN EXISTING CONDITION
UNLESS PROVISION IS OTHERWISJE MADE IN d'G'RITING.
Page 3 of 4
STANDARD DORM 12-T
©7/2006
Buyerlnitials~_ SellerInitials~.~~•c.=r-
.~
Th(s form produced by: trshrarna~g~~~~ BoQ-336-5027

12, a3TGHT Ol~ F.N`I'R~', ~ZES'I'OItA'TI®N A1gD ~1`dBE 'iMTY: Buyer and Buyer's agents and contractors shall have the right to
enter upon the Property for the purpose of appraising the Property, and performing the tests and inspections permitted in this contract.
If Buyer temvnates this contract as provided herein, Buyer shall, at Buyer's expense, restore the Property to substantially its pre-entry
condition within thiaty days of contract termination. Buyer will indemnify and hold Seller harmless from all loss, damage, claims,
suits ar casts, which shall arise out of any contract, agreement, or injury to any person ar property as a result of any activities of Buyer
and Buyer's agents and contractors relating to the Property. This indemnity shall survive this contract and any termination hereof.
Notwithstanding the foregoing, Seller shall be responsible for any loss, damage, claim, suit or cost arising out of pre-existing
conditions of the Property and/or out of Seller's negligence or willful acts or omissions.
13. OTHER PROVISIONS AND CONDITIONS: {ITEMIZE ALL ADDENDA TO THIS CONTRACT AND ATTACPI
HERETO.) Addendums,4 and e
Time Is of the essence wifh regard to the date of closing oi~4ugust 39, 2007
14. RISK OF LOSS: The risk of loss or damage by fare or other casualty prior to Closing shall be upon Seller.
15. ASSIGNMENTS: This contract may not be assigned without the.written consent of all parties, but if assigned by agreement, then
this contract shall be binding on the assignee and his heirs and successors.
16. PAR'T`IES: This contract shall be binding upon and shall inure to the benefat of the parties, i.e., Buyex and Seller and their heirs,
successors and assigns. As used herein, words in the singular include the plural aa~d the masculine includes the feminine and neuter
genders, as appropriate.
17. SURVIVAL: If any provision herein contained which by its nature and effec# is required to he observed, kept or perfoa7ned after
the Closing, it shall survive the Closing and remaui binding upon and for the benefit of the parties hereto until fully observed, kept or
performed.
18. ENTIRE AGREEMENT: This contract contains the entire agreement of the parties and there are no representations, niducements
or other provisions other than those expressed herein. All changes, additions or deIetians hereto must be in writaing and signed by all
parties. Nothing contained herein shall alter any agreement between a REALTORS or broker and Seller or Buyer as contained in any
listing agreement, buyer agency agreement, or any other agency agreemment between them.
19. NOTICE Al~1D EXECUTION: Any notice or communication to be given to a party herein may be given to the party or to such
party's agent. This offer shall become a binding contract (the "Effective Date") when signed by both Buyer and Seller and such
signing is comanunica#ed to the offering party. This contract is executed under seal in signed multiple originals, all of which together
constitute one and the saline instrument, with a signed original being retained by each party and each REALTOR® or broker hereto,
and the parties adopt the ward "SEAL" beside their signatures below.
Buyer acknowledges having made an oaa-site persona[ examination of the Propea•ty prior to the malciaag of this offer.
THE NORTH CAROLINA ASSOCIATION OF REALTORS®, INC. AND THE NORTH CAROLINA BAR ASSOCIATION
MAKE NO REPRESENTATION AS TO THE LEGAL VALIDITY OR ADEQUACY OF ANY PROVISION flF THIS FORM IN
ANY SPECIFIC TRANSACTION. >F YOU DO NOT UNDERSTAND THIS FORM OR FEEL THAT IT DOES NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOUZD CONSULT A NORTH CAROLNA REAL ESTATE ATTORNEY BEFORE YOU
SIGN IT.
Date: ~`~'~'~~ Date: •~7 ' ~'" `~' ~
~ // ~'
u {SEAL} Seller t~U,.~' i~-~/.. G~ ~ l~-r- ~~-~ (SEAL)
•~
te: Date:
Buyer (SEAL) Seller (SEAL)
Escrow Agent acknowledges receipt of the earnest money and agrees to hold and disburse the saline in accordance with the
terms hereof.
Date Firn; investors Tlile Insrerance Company
By:
(Signature)
Selling Agent/Fian~/Phane nIa
Acting as O Buyer's Agent ~ Seller's (sub}Agent C1 Dual Agent .
Individual license #:
Listing Agent/Firm/Phane n~a
Acting as ^ Seller's (sub)Agent C1 Dual Agent
Individual license #: n/a
Page 4 of 4
S'ICANDARD )FORM 12-T
This fam produced by: ~r~fB~~~'g~~~(~"-t~ B00-336.1027 ®7~2Q~~

Addendum. A
This Addendum is attached to the Offer to Purchase and Contract for the vacant lot
located at 1819 Watea~vvay Drive SW (Lot 38) Ocean Isle Beach, NC 28469.
Total purchase price of ~~ to be paid as follows:
~in earnest money as noted in #2a, $~in cash at closing, and
Conveyance by Purchaser to Seller of a lot selected by Purchaser in the Waterboro
Village subdivision, Ocean Isle Beach, North Carolina (af which the Property will
become a part}, the mjnilrum value of which shall be one hundred fifty-nine thousand,
nine hundred and no/100 dollars (~~ wluch closing shall be simultaneous with
the closing of Lot 3 8.
Seller
Bu er
- ~ - ca: "~
Date
2.2~~ o~
Date

Addendum B
1031 EXCHANGE. The Seller expressly reserves the right to assign its rights under this
Agreement to Investors Title Exchange Catporation (or other qualified in#ezrr~ediary} as
Qualified Intermediary, for the pmpase of effecting an IRC Section 1031 Tax-deferred
exchange. The Purchaser hereby acknowledges Seller's right to assign this Agreement
and agrees to cooperate with Seller in a manner necessary to complete the exchange
which will not delay the closing or cause additional expenses to Purchaser.
,.,
"r a
Seller ~~ Date
2•Za~a-7
Buy r Date

BRUNSI~VICiC C4UN'T1' PUBLIC ~TILITIE~
BRUNSWICK COUNTY GOVF.1t3VME1~PT COMPLEX
Mauuric An~xess
Parr Upr~ Baas 249
Bouv-a, Noxc~t Ca~.nva, 28422
Mr. Rich Cappola
Milone & McBroom
551 I Capital Center Drive, Suite I06
Raleigh, NC 27bOb
Re: Water and Sewer Availability
Parcel 243NBOOI
Dear Mr. Cappola:
20 Re~aunmuM Dive NE
Butronvc G
Bouv~,, Nom~r; CaROt,~ta 28422
February 27, 2007
TE[EexoNa
[phone]
Fax
(920) z53-4304
This letter is to confirn2 that Brunswick County has an existing IZ" water main in Beach Drive
(NC 179} that can provide water service to Parcel ID Number 243NB001.
Sewer Service is not presently available to this tract. A private developer is in the process of
constructing a 12" sewer force main within the right-of--way of Beach Drive that when
completed, tested, and dedicated to the County could provide sewer service to this property.
Gonstruction is scheduled to be completed in late summer or fall of 2007. As the main being
constructed in NC 179 is a sewer force main, a sewer pump station must be constructed to
provide service to this property.
This letter is not intended as a guarantee of sewer or water service. Sewer and water service
cannot be guaranteed until the plans and specifications for the project are approved and alI
applicable fees are paid.
If you have any questions, please call us.
r' !
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i '.ice ~.- ~ ..1
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fierce, P.E.
of Public Utilities
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COUNTY OF BRUNSWICK
ENGINEERING SERVICES
Posr Office Box 249
20 REFERENDUM DR[vE NE • Bouv~-, NoR~ttt CAxa.Wn 28422
BUILDIlVG C
jEFFxE~ W. PHna.o's
DIRECIUR
September 19, 2007
Bruce Surface, P.E.
Milone & MacBroom
5511 Capital Center Drive, Suite 106
Raleigh, NC 27606
RE: Waterway Cave -Sewer Approval
Dear Mr. Surface:
TE<.Ert~cxve (910) 253-250(
F~ ~91a> zs3-27114
Email: enginee~bransco.nei
Brunswick County has finished a review of the subject wastewater system and has no further comments at this time.
Approval of the water system is contingent upon receipt of additional engineering documents.
Sincerely
James D. Murray
Engineering Plan Reviewer
w
3