20071790 Ver 1_CAMA Application_20071029

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
EXPRESS PERMIT
October 25, 2007
MEMORANDUM:
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O C T 2 9 2007
TO: Cyndi Karoly
Supervisor DENR - WATER QuAI-ATV
401 Oversight and Express Permits Unit `~.qt~~M!^STOR"tY'~~TERP.KA1rCH
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: CAMA EXPRESS Permit Application Review
Applicant: Walterboro Village Management, LLC
Project Location: NC Hwy 179 & Waterway Dr , adjacent to the AIWW, in Ocean Isle. Brunswick Co
Proposed Project: Construction of Waterway Cove S/D with community pier and docking
facility, associated utilities, stormwater system, and earthen dams
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by Nov. 17, 2007. If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Waterboro Village Management, LLC
2. LOCATION OF PROJECT SITE: Project site is located along N.C. Highway 179 and Waterway Drive, adjacent to
the Atlantic Intracoastal Waterway, in Ocean Isle, Brunswick County
Photo Index - 2006: 2-6206, I-P, 13-17 2000: 2-20, I-P, 8-12 1995: 2-20, H-P, 5-9
State Plane Coordinates - X: 2167407 Y: 53319 Rover File: V-101012A
Lat:33°53'42.771 Long: 78°26'54.426
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/12/07
Was Applicant Present - No
5. PROCESSING PROCEDURE: Office -Wilmington
Application Received -complete with exception of certified mail receipts as of 10/24/07
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Ocean Isle
Land Classification From LUP -Residential/Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing -None
Planned -Sewer Extension
(F) Type of Structures: Existing -None
Planned -One hundred (100) townhome units, one hundred thirty three (133) single-
familylots, roads, parking areas, utilities, amenities, three earthen dams, stormwater
collection system, retaining wall, pier and docking facility.
(G) Estimated Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
Fill 8,360 sq. ft. for road Dam repair will result in
(A) Vegetated Wetlands construction and dam repair 3,726 sq. ft. of temporary
Section "404 type" and/or replacement (0.19 ac.). impacts to "404"
Dam repair will result in 4,161 wetlands.
sq. ft. of permanent impacts to
"404" wetlands.
res a er
(B)Non-Vegetated Wetlands -Open Water Fill approx. 732 sq. ft. within Incorporate approx. 2,020
fresh water pond for dam sq. ft. for pier/dock
repair/replacement (permanent construction.
im acts).

(C) Other -High ground Disturbed +/- 40 acres
(1,742,400 sq. ft.)
(D) Total Area Disturbed: 1,760,294 sq. ft. (40.41 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct one hundred (100) townhome units, one hundred thirty
three (133) single-family lots, roads, parking areas, utilities, amenities, three earthen dams, stormwater collection system,
retaining wall, community pier and docking facility. Additionally, the applicant proposes to fill approx. 8,360 sq. ft. of
"404" wetlands and approx. 732 sq. ft. of open water within the fresh water ponds.

waternoro vuiageivlanagement,Li,~,
Page Two ~ ~' {
9. PROJECT DESCRIPTION
The applicant has requested that the attached application be processed under the Express Permit Review Program.
The applicant's project is located along N.C. Highway 179, at the intersection of N.C. Highway 179 and Waterway Drive,
adjacent to the Atlantic Intracoastal Waterway (AIWW), in Ocean Isle, Brunswick County. To find the property, take Highway
17 south from Wilmington. Turn left onto Ocean Isle Beach Road Southwest and travel approximately 3.5 miles. Turn right
onto N.C. Highway 179 (Beach Road Southwest) at the intersection of Ocean Isle Beach Road Southwest and N.C. Highway
179. The property will be located on the left hand side of the road, approximately 0.75 miles from the intersection of N.C.
Highway 179 and Ocean Isle Beach Road Southwest. The subj ect property is bordered to the north, east and west by residential
properties, and the APNW borders the site to the south.
The subject property is approximately 49 acres with roughly 9521inear feet of shoreline along the AIWW. The site is currently
undeveloped and high ground vegetation consists primarily of Long Leaf Pine, Live Oak, Sweet Gum, Cedar, Bay, Cottonwood
and Red Maple. Elevations at the site range from 1' to 28' above Normal High Water (NHW). The under story vegetation
consists primarily of Wax Myrtle, Yaupon, Red Bay and Cat-briar. Transitional species, including: Sea Oxeye, Goldenrod and
Grounsel-bush are located along the upper edge of the coastal wetlands. High coastal marsh vegetation, including, Black Needle
Rush (Juncus roemarianus), Spike Grass (Distichlis spicata), Sea-lavender (Limonium) and Salt Meadow Grass (Spartina
patens) complete the transition to the waters edge where Smooth Cordgrass Marsh (Spartina alterniflora) is the predominant
species. The marsh area adjacent to the site ranges in width from approximately 10 to 200 feet.
The waters of the AIWW, adjacent to the project site, are classified as SA by the North Carolina Division of Water Quality. The
area is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. According to the Division of
Environmental Health, Shellfish Sanitation Section, the waters in this area of the AIWW are CLOSED to the harvesting of
shellfish.
PROPOSED PROJECT
The applicant proposes to construct one hundred (100) townhome units, one hundred thirty-three (133) single-family lots, roads,
parking areas, utilities, amenities, three earthen dams, stormwater collection system, retaining wall, community pier and docking
facility. Additionally, the applicant proposes to fill approximately 8,360 sq. ft. of "404" wetlands and approximately 732 sq. ft.
of open water within the fresh water ponds.
It should be noted that the vast maj ority of upland development associated with the subdivision portion of this prof ect is located
outside of the 75' Estuarine Shoreline Area of Environmental Concern (AEC). However, a section of the lower pond (including
the dam outfall area which is labeled as Dam repair - C on the workplan drawings), a portion of the condominium development,
retaining wall and the proposed pier structure, are all located in the southeast corner of the property, within the 75' AEC. Since
the maj ority of the upland development is located outside of the 75' AEC, those activities will not be described in detail in this
field investigation report. Furthermore, you may refer to the attached workplan drawings for a detailed description of the
proposed upland development activities.
Beginning at the intersection of N.C. Highway 179 and Heritage Marsh Boulevard (entrance/exit drive), and working south
towards the AIWW, the applicant proposes to construct an entrance/exit drive that would lead to the centrally located Club
House and pool facility. Two side streets, Heron Glen Way West and Heron Glen Way East, would split the property and
provide access to the exterior areas within the subdivision as well as the proposed condominium development. Several other
drives would provide access to the interior portion of the subdivision from this main drive (please refer to the attached workplan
drawings for a detailed description of the road infrastructure). The proposed asphalt roads would be located within a 40-foot
right-of--way and would consist of 20-foot wide paved asphalt travel lanes with 2-foot borders on each side of the road. Utilities
for each of the lots would be located within the street right-of--way.

,. warQrooro viiiagelvtanagement,LLl.
~ Page Three
According to the applicant, the construction of Heron Glen Way West would impact approximately 4,199 sq. ft. of isolated
"404" wetlands. The U.S. Army Corp of Engineers has confirmed that this is indeed an isolated wetlands pocket, and as
such, they have considered it non jurisdictional. Please refer to Sheet 12 of 13 for a detailed drawing illustrating the proposed
fill activities within this area.
In addition to the proposed "404" wetlands fill associated with the roadway construction, the applicant anticipates both
permanent and temporary "404" wetland impacts, as well as open water impacts, as a result of the earthen dam
repair/replacement. According to the application package, approximately 1,053 sq. ft. of "404" wetlands would be permanently
impacted as a result of the dam repair to the upper dam (labeled as Dam repair - A) and approximately 111 sq. ft. of permanent
open water impacts. Temporary wetland impacts for repair/replacement of the upper dam would be 746 sq. ft. and temporary
open water impacts would be 3 83 sq. ft. Permanent "404" wetland impacts resulting from the repair of the middle dam (labeled
as Dam repair - B) would be 2,212 sq. ft. and permanent open water impacts would be 156 sq. ft. Temporary impacts for this
dam repair would be 667 sq. ft. and 1,3 54 sq. ft., respectively. Lastly, permanent impacts resulting from the repair/replacement
of the lower dam (labeled as Dam repair - C) would be 896 sq. ft. within "404" wetlands and 465 sq. ft. within open water.
Temporary impacts within the area would be 2,313 sq. ft. and 1,319 sq. ft. respectively. Outlet control structures, culverts,
temporary coffer dams and emergency riprap spillways would be installed as each dam juncture to ensure adequate water flow
and shoreline stabilization. The applicant states that efforts would be made to minimize the extent of temporary impacts within
both the wetland and open waters. The applicant also indicates that the areas would be covered in woven geotextile fabric in
order to minimize disturbance of the plant material and reduce intrusion of different soil types. Timber mats would be placed on
top of the filter fabric in areas where heavy construction equipment would operate in order to reduce rutting and would be
removed upon completion of the necessary improvements. Silt fence would be placed on the down hill side of each earthen dam
prior to commencement of work to reduce sedimentation of the downstream ponds. The applicant states that once the slope of
the adj acent earthen dam(s) are stabilized by vegetated cover, the geotextile fabric would be removed. The applicant anticipates
that this work can be accomplished within thirty days. According to the application package, the remaining wetlands on site
would be preserved through deed restrictions.
As previously mentioned, construction activities associated with the repair/replacement of the lower dam (Dam repair - C)
would be located within the 75' AEC, as well as the 30' Coastal Shoreline Buffer. Two, 18"culverts would be installed beneath
the berm, and these culverts would directly discharge within the 30' Buffer. A 10' x 12' area of rip-rap would be installed
within the buffer, directly beneath the outfall pipes, to dissipate the water flow. As proposed, none of the work associated with
the dam repair(s) would impact any coastal wetlands or tidal waters.
The remaining portion of upland development impacting the 75' AEC includes the construction of two, 4-unit condominium
structures located between the lower pond and the AIWW. The structures would consist of 4-units, each measuring
approximately 25' x 45'. These units would be part of a larger series of structures (100 total units) extending along the entire
width of the southern property boundary. Access to each of the units would be provided by Tidewater Loop. As proposed, the
height of each unit would be limited to 3 6' from grade to top of roof. A retaining wall (2101inear feet) would be installed along
the waterward side of the condos, along the toe of the escarpment. The retaining wall would be located upland of both "404"
and coastal wetlands.
Lastly, the applicant proposes to construct a community pier and docking facility along the southern property line. The pier (6' x
224') would extend in a southerly direction towards the A1WW and terminate into a 16' x 16' covered gazebo. A fixed finger
pier (spine) would extend toward the east from the access pier and would provide access to two, 4' x 24' fixed finger piers. Four
boatlifts (12' x 13') would be installed on each side of the finger piers, providing dockage for residents of the subdivision. As
proposed, the pier and docking structure would provide dockage for up to four vessels, be located within the applicant's riparian
access corridor and within the established pier-head alignment. Additionally, the pier and docking facility would be located
landward of the near shore edge of the federally maintained channel (COE's 80' setback). Water depths at the terminal end of
the proposed docking facility range from -0.6' to -0.8', relative to Normal Low Water (NLW).

yr a~et vui u V lllit~e 1V1AIlilgemen[, LLI.
Page Four
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The applicant has indicated that water and sewer would be provided by the local municipality. The applicant has received
approval for the construction of aHigh-Density Stormwater system under Permit #SW8070544, issued by North Carolina
Division of Water Quality on 7/03/07. The applicant has also submitted, and obtained approval of a Sedimentation and Erosion
Control Plan (SECP) from the Division of Land Quality. The plan was approved on 8/06/07, and was issued under Bruns-2008-
031.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 1,742,400 sq. ft. (40.0 acres) of high
ground. The proposed driveway construction and dam repair, including culvert installation, would result in the filling of
approximately 8,360 sq. ft. of Section "404 type" wetlands and approximately 732 sq. ft. of fresh water ponds. The construction
of the buildings, parking areas, driveways and amenities would result in the creation of approximately 832,679 sq. ft. of
impervious coverage. The construction of the pier and docking facility would incorporate approximately 2,020 sq. ft. of public
trust and estuarine waters. No impacts are proposed within coastal wetlands or surface waters.
Submitted by: Jason Dail Date: October 24, 2007 Office: Wilmington

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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 aze mapped by the Natural Resour o v t ~ec )
as Wando.
OCT 1 ~ 2007
D!VlSiUN OF
_ , _ GQASTAL MANAGEMENT

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 1?J2T/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Waterboro Village Management Llc Project Name (if 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 (d different from above) City State ZIP
Email
2. Agent/Contractorlnformation ~'~ ~~~ (~~ ~`~ ~ ~~~ ~~
Business Name
Land Management Group Inc. i , f. T ~ ,
AgenU Contractor 1: First Name MI Last Name
Mark Westendorff L7 I V i S I U iV O F
AgenU 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 drfferent from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403 -
Email
[e-mail] / [e-mail]
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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. 243N6001, 243N603405, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
~K th ~ 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 tract (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 wa~erlevel)
(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
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1' 1~'I ~ ~ ~' >
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f. Man-made features and uses now on tract ~~
Earthen dams. ~ ~~ ~- j ~ ~~~~
DI
g. Identify and describe the existing land uses adjacent to the proposed project site. ~ ~A S T,g ~ M A N AG E M E N T
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 wetlands 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 0 ~ •.~- ~ b ~ '
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 ^PubliGGovernment
®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
a c ~ ~ ~ 2oc7
f. What is the approximate total disturbed land area resulting from the proposed project? -40.0
^Sq.Ft or res
DiV(S~ON OF
g. Will the proposed project encroach on any public easement, public accessway or other area ~
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.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Perrnit
6. Additionallnformation
In addition to this completed appligtion fomr, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are ahvays 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 certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name David M Smith Jr. Phone No. NA
Address 209 N. Franklin St. Whiteville, NC 28472
Name NCDOT Go 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, pemtittee, and issuing dates.
Stormwater Permit No. SW8 070544 ~ ;~

h. Signed consultant or agent authorization form, rf applicable. ~C ~ ~ ~ ~~~
t•
i. Wetland delineation, if necessary,
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by prt~
"~V/iJ 1~~
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
1 understand that any permit issued in response to this appligtion 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~t~io/~ is truthf(ul~to the be/st ofnmy knowled~e.
Date ~ ~r"~,~,. ~e~ ~ Print Namei`1!(Q,,i ~G- W CS~G~O~~t~ " ~ """~- ~~'`'`~~m ~~°'~P T'~
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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
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
(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 the excavation in these areas:
d. High-ground excavation in cubic yards.
CCT 1 ~ 2007
COASTAL ~MAON~q~EMENT
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?
^Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ^NA
(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?

Ffl~'3'fa ~~~ F-~ (Excavation and Pf1~, Pa~~ 2 cs# 3~
(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: aooroximately 210' total length with 155' within AEC
^Bulkhead ^Riprap ^Breakwater/Sill ®Other:18" Width: 18"
wide by 24" tall retaining wall
c. Average distance waterward of NHW or NWL: NA d. Maximum distance waterward of NHW or NWL: NA
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
block or wood 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 NA Riprap NA NA
Breakwater/Sill NA Other NA
i. Source of fill material.
NA
4. OTHER FILL ACTMT/ES ^This section not applicable.
(Exciuding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ^No ^NA b. (i) Wilf fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water 732 s.f. number of square feet affected.
onds
^CW ^SAV ^SB
(iii) Dimensions of fill area 111 sg ft. see sheet 5 of 13, 156
s_ q. ft see sheet 6 of 13, and 465 sg. ft. see sheet 7 of 13. ®WL 8,360 ^None
(iv) Purpose of fill (ii) Describe the purpose of the fill in these areas:
Construction of temporary earthen damns and repair of Construction of temporary earthern damns, repair of existing
existing earthen damns. 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? d. (i) Will wetlands be crossed in transporting equipment to project
^Yes ®No ^NA ~, i~_~ ~ ~~ h ~° ~ ~te~ ®No ^NA
(ii) If yes, explain what type and how they will be impl~~et~~ ~ I~ ~ ~ (u~, If y~s'~lex ,ai gteps that will be taken to avoid or minimize
~ ~ J -fit ~~~ envirohm ,nta Impacts.

252-808-2308 ::1.888-4R~OA~T :» wrww,re~~4asta3ana~ y e~r~t~ l''. ~ revised: 12;2fi;fl6

Date
(/~
Project Name
G""P
Applicant Signature
0
GCT 1 B 2007
DIVISION OF
COASTAL MANAGEMENT

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 ~
a. Type and number of buildings, facil'~ties, 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 towrnhome 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
activ'dy 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 andJor 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, 'tinrash 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, asphaR, or concrete)
to be used for impervious surfaces.
Asphalt, concrete, gravel.
h.
(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.
ulviSiUN 4F
Projects that ~q~r~'a-C~UAI~N~~v,~l~r~e~il~ay also
require a Stormwater Cert~cation. C
(~ Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ^No ^NA

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
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) ff yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ^No ^NA
~L!~~
Date
Waterway Cove
Project Name /
Waterboro Village Management, LLC//~ar~ W~6~;~/~ - ~.,.~ h~`"°`~'~te''~ 6~
Applicant N e
Applicant Signature
U ~ ~~~ 1
~~
~ OCT ~ ~ 20D7
DIVlSlO,-~ OF
~OAST~,` ~?A~,IA~ENl~~,,T

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 FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
^Commercial ^PubliclGovemment ®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.
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'
g. (i) Number of slips proposed h. Check all the types of services to be provided.
4 D ~ ~ ^ Full service, including travel lift and/or rail, repair or
I~-n II ~~ ~ maintenance service
(ii) Number of slips existing „vvii .;,L
~ ^ Dockage, fuel, and marine supplies
n~~ ~ n ~~n~ ^ Dockage ("wet slips') only, number of slips:
tr 0 t1 ^ Dry storage; number of boats:
D i V I S 9 O N O F ^ Boat ramp(s); number of boat ramps:
COASTAL MANAGEMENT ®other,pleasedescribe:
46 tL'ft
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:
oa ~ s
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed
k• Typical boat length: 24'
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 FACILITY/MARINA OPERATIONS ®7his 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?
,,~ ~ -~ ~~
~(~, J
h- Give the number of channel markers and "No Wake" signs proposed.
i. Give the location offuel-handling facilities, and describe the safety measures planned to protect a

~; r ~C 1- 1 p
ter quality. U 2007
DIVISIpN OF
l ©c rn
"

j. What will be the marina policy on overnight and live-aboard dockage? ,nL
vri~NgGEMENT

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 P/L1NGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
^Commercial ^PubliGGovernment ^Private/Community
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
~ :~ ~, ~~~
D
e. Arc of the swing C~~ i ~~ 2uU~
!.,
DI~1ES{C.~~~l CAF
7. GENERAL (~~~=;-~L. e'~'.'~.`~,`~C~~~1:~'ENT

~ ~ eta ~r`,~ :~j
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
Waterboro ~Ilage Managers, LL /I! Q~lC ~f~.-~f ~ ~~ ~~ ~' ~ 'T '~T~
Applicant Name
Applicant Signature
~~~l~l~`~~1
CC i 1 ~ 207
Dig/4SIOi~a OF
COASTAL ~tIAN~GEMENT

Form DCM MP-5
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.
1, BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ^PubliGGovernment ^Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ^Yes ^No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance undemeath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge:
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ^Yes ^No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h• Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ^Yes ^No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ^Yes ^No
If yes, explain:
k• Navigation clearance underneath proposed bridge
I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ^No
If yes, explain:
_ ~7 'J
m. Will the proposed bridge cross wetlands containing no navigable n. Height of pr~pg~„ed bfid~~;~t~v Ante an~'S~
waters? ^Yes ^No (' ~` ~ ~~I~J~ ~;~~,f ~~j ~~_ `~`~ ,t~1
If yes, explain:
~'~; ~, 3 2007 ~
f'1 r'
~ ~11~iU1'~ t1~
2. CULVERTS ~C..)f~~Ta~- ~ ''This section not applicable
a• Number of culverts proposed: 4 b. Water body in which the culvert is to be placed:
existing ponds (see site plan and sheets 5, 6, and 7 of 13)
< Form continues on back>
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c. Type of culvert (construction material):
Standard culvert associated with outlet control structures, 4 culverts, 18" diameter by 47' average length.(see sheets 5,6, and 7
of 13)
d. (i) Will proposed culvert replace an existing bridge?
^Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert: average length = 47' (see sheets
5.6, and 7 of 131
h. Height of the top of the proposed culvert above the NHW or NWL.
NA
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes ^No
If yes,
(ii} Length of existing culvert(s): appoximatleV 47'
(iii) Width of existing culvert(s): 18"
(iv) Height of the top of the existing culvert above the NHW or
NWL: NA
(v} Will all, or a part of, the existing culvert be removed?
(Explain) All of the existing culverts will be removed
due to deterioration of old culverts.
g• Width of proposed culvert: 18" diameter (see sheets 5.6, and
7of13)
i. Depth of culvert to be buried below existing bottom contour.
NA
k. Will the proposed culvert affect existing water flow?
^Yes ®No
If yes, explain:
3. EXCAVATION and FILL ~Thissection not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ^Yes ^No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ^Yes ^No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
i ~
J ~ ..rte' ~ i.,.~ ry J ~.. `'~ ~~s~-
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'.~~AS?,~~ 1r~~~J:4~~~~11ENT
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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
(ii) Describe the purpose of the excavation in these areas:
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d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ^Yes ^No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ^Yes ^No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
^CW ^SAV ^WL ^SB ^None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ^Yes ^No
!f yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ^Yes ^No
If yes,
(ii) Avg, length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ^Yes ^No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill {other than excavated material described in Item d above) to
be placed within 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
(ii) Describe the purpose of the excavation in these areas:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ^Yes ®No detour structures? ^Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
i' ;' e~ / I' d J \ ' r i f~J
approval or cerBfication. ' ~ . ,
i ~, i ~j+ 'lyq~\,
I ~ SKY ~1
i
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r.t
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c. Will the proposed project require any work channels?
^Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Standard construction equipment will be used.
d. How will excavated or fill material be kept on site and erosion
controlled?
See "Temporary Impacts Management "memo after
project narrative.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ^No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
See "Temporary Impacts Management "memo after
project narrative.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ^Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date ~ r,
;Project Name
n~~ W~~~~ ~ ~ ~~~,~ .~~GZ~
Ap licant ame
Applicant Signature
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four (4) 8,088 Ib. Aluminum Bost Lifts
w/ Auto Stop Feature
12 ft. E in.

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Bont Lift Detail Drawing
Waterway Cove Project
1819 Waterway Dr.
Ocean Isle. NC ~8~69
7-19-87
Drawing 2 of 3
Drawing Not To Scale
Sheet 13 of 13

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DIVIS10iV OF
*Boundanes are approximate ana are `SITE COASTAL MANAGEMENT

not meant to be absolute.
SCALE 1" = 1 Mile
Map Source: North Carolina Atlas & Gazetteer. Pg 86.2003
Waterboro Village Management, LLC
Waterway Cove LMG Figure 1
Brunswick County, NC LAI4DMANAGEMENTGROUPinc
02-07-0320. Environmental Consultants Vicinity Map
June 2006

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ove
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02-07-032C Environmentq! Consultants
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*Boundaries are approximate and are
not meant to be absolute.
Map Source: 1998 NAPP aerial photography
Waterboro Village Management, LLC
Waterway Cove
Brunswick County, NC
02-07-032C
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LADID MANAGEMENT GROUP iNc
Environmental Consultants
June 2006
Figure 4
Aerial Photograph

60
LAND MANAGEMENT GROUP INC LOWER DAM
ENVIRONMENTAL CONSULTANTS
PG BOX 2522 TELE: [phone] WATERWAY COVE
WILMINGTON, N.C. 26402 FAX: [phone]
E MAIL: In([e-mail]
JOB # 02-07-032C
DATE: 10-11-07
DRAWN BY: MWESTENDORFF
SCALE: 1 "=30'

i6 ft.
6 ft.
p
m
4
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2 in. x 6 in. Cnp
2 In x 4 1n Htp
and Knee Rntls
6 in. x 6 ln. Posts
2 tn. x 8 in. Joists
2 tn, x 8 tn. Girders
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scale: 1 tn. - 5 ft.
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u ~~ ~ ''
DIVISION OF
COASTAL MANAGEMENT
80 fc. Sacbock
From Chcnnal
Accoas`Plar tchaod Ft roo. Pura
from roat l np or Dottom icM~
nc m¢nn Iw uda,
. .. raw- 7G ft
scnle: 1 tn. = 30 Ft.
Sheet 4 of 1;

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_~ .~~
l.r - ~~~ ~ 20 -
,- - -- - _
- --
~ ~~ ~ - - _ .
` \ `
s. ',/ - .
~ ~ '~ \
'~ 0 ~ C N TR~,
U`~CTU E 1 ~3 ~' .i , EMERGENCY
=SEE D TA~,L `~~ RIPRAP SPILLWAY
' '`~ -SEE DETAIL
~ ' , `.,\
® PERMANENT WETLANDS IMPACT AREA ~ ~~
TEMPORARY WETLANDS IMPACT AREA :~~ v~ ,v ~~~
®PERMANENT OPEN WATER IMPACT AREA ~`~~~
® TEMPORARY OPEN WATER IMPACT AREA ~, ~`~' ~ L~ 001
PERMANENT WETLANDS IMPACT AREA: 1053 SF \~ 0~ `~~~ ~G~
TEMPORARY WETLANDS IMPACT AREA. 746 SF ~, ~~~5 p,~
PERMANENT OPEN WATER IMPACT AREA: 111 SF ~ ~ ~,~
TEMPORARY OPEN WATER IMPACT AREA: 383 SF OPS~P
C,
w~ ~M LOCATION:
Waterway Cove NC HWY 904 a 179
MIIANS 6~ IVIACBAOOM. ocEaN ~.E eE~ca, noAlri c~aou~u
sstl a~urc>mtrnR.e-s~mlos
~~~~~~ MMI ,{e 2041-38 DATE:
(91~8s44373 Faryl9)ssu3s3 owc: - UPPER DAM REPAIR July ao, zom sHEEr:
~,~„ma~~ ~. -- OUTLET CONTROL STRUCTURE 190 SCALE: 5 Of 13
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OUTLET CONTROL /
STRUCTURE 120
-SEE DETAtL
._ ___
TEMPORAR
COFFER DAM ~__`
~,.
TEMPORARY
~ COFFER DAM
~.
,~
X.
1 f:
•_,
~l
• _ `\ ~
®PERMANENT WETLANDS IMPACT AREA ~ ~' ~ ~
TEMPORARY WETLANDS IMPACT AREA ~~
A ~~~A 1
®PERMANENT OPEN WATER IMPACT REA ; GCS ~ 2007
® TEMPORARY OPEN WATER IMPACT AREA ~ U
DIVISION OF
PERMANENT WETLANDS IMPACT AREA: 2212 SF COASTAL MANAGEMENT
TEMPORARY WETLANDS IMPACT AREA: 667 SF
PERMANENT OPEN WATER IMPACT AREA: 156 SF
TEMPORARY OPEN WATER IMPACT AREA: 1354 SF
~ ~ocnnort:
~~°i' ~"~" Waterway Cove NC Hwv ew d 178
~MIIAN6 6~MACBROOM. oc~w re~ e~-a~ NoaTM ceno~t+~
SSII capisl came lkiro • note I06 MMI /: 2041-38 cA~' .hh 00„ tool' SHEET:
x.b~,,t4aeac~zl~a owc: _ MIDDLE DAM REPAffi
(919)634-43'13 Fcc(91~634~4393 OUTLET CONTROL STRUCTURE 120 6 Of ~ S
www.m7aoe~C&oomeom LSH: --- sc~v_E: 1:40

~_~.~
. _~..
y
_~~
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E pF WATER
ECG 75' AEC
EMERGENCY
RIPRAP SPILLWAY
-SEE DETAIL
TEMPORARY
COFFER DAM .
OUTLET CONTROL
STRUCTURE 110
DOUBLE STRUCTURE) .
-SEE DETAIL .
SILT FENCE •
(TYP)
~~~ ~ c
~~
I~ o
~~ °
^ ~ : m ° `Q'

~__
®PERMANENT WETLANDS IMPACT AREA
\ ~ •
TEMPORARY 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
~1, °1rs~""°'~°'
M
M
$ WBte~ay COV9 L CAnHWY 904 d 179
~~~
II:oNE 6c
AC
ROOMm ocFJU+ ~ e~cK nonni c~nourA
ss 11 capica~ em14 Drive - s~ ioe
Raleigh, NOCth Cemfina 27606
(919) 8544373 Fez (919) 854--0393
MMI k 2041-38
DNG: -

LOWER DAM REPAIR
DALE: ~ s0. p007
LAST ~: 10 1 07
SFIEET;
www.mi)oneaodauCBroom.cam ,s,,: _-- OUTLET CONTROL 8'TRUCTURE 110 scuF• ~ : ~ _ 7 Of 13

CONCRETE OUTLEF CONTROL
STRUCTURE WfTH GRATE TOP
-SEE DETAIL
TOP OF DAM ELEV, ~
EMERGENCY SPILLWAY CREST ELEV.
OVERFLOW ELEV.
WA
//S WASHED
STONE FILTER
OTTOM OF BASIN
CROWN TOP OF DAM
EMBANKMENT i0 PREVENT
MINIMUM 1FT PUDDLING ON SURFACE
FREEBOARD APPROX. SLOPE=0.7:1
__ _____ BFT MIN.
Of SIGN HIGH-WATER ~~~_
.__
3
t r,
REINFORCED CONCRETE
DISCHARGE PIPE WITH
0-RING GASKET
RIP-RAP APRON
~_
~~
_f ~ ~ ~~
~

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~j'}
.~'~ ~
~%

<'~ G aAi/ ~.~. Lr
fV ~~
O C-~"
y
t"~`~
~~

`-ANTI-SEEP COLLARS'
SIZE 1.5 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 GEOTECNNICAL ENGINEER.
2. EMBANKMENT FOUNDATION PREPERATION TO BE OBSERVED AND
aPPROVEO BY GEOTECHNICAL ENGINEER PRIOR TO BEGINNING LIFTS.
3. DAM EMBANKMENT TO BE CONSTRUCTED PER SPECIFlCAT10N FOR
THE FORMATION OF DAM EMBANKMENTS INCLUDED HEREIN.
4. CONTRACTOR RESPONSIBLE FOR OBTAINING ADDITIONAL FIELD
SURVEY WHERE NECESSARY TO PROPERLY CONSTRUCT DAM EMBANKMENT.
TYPICAL DAbi EMBANKMET CROSS SECTION
N.T.S
~~~~ APPLICANT:
o~ ~~ WATERWAY COVE
~~~Mu:oxE ~ MACBaooivtA ---
5511 GpAal Cenkt Drive - Suii3e 106 DATE: SHEET:
Raleigh,Noc~Gmliu27606 ~~ --- .Rll'E 2fi. 2007
(919)8544373 Pcc(419)854.4393 AT_ -_-_-_ DAM DETAILS 8 of 13 '
--- SCALE: AS 8ilOWN
www.mlo~mdmrcMoom.com

f - 1/!' fa1Sf1ED
ilfll[ T®6
LOOZ ~ ~ l~~
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IIE1N~f(- ~T[
0[ITLET ^NIIILL iIRCTaS
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aKx A1~L ALYII R YMT1B
TB K a-si! i slH1' svArs
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iA1R~ 9MTOO WG iTIiIC111K
flklr1A11 Mii1
pl All ~ 90E7 ~/
d l1~IICIIit (T?.)
FRONT VIEW
M.TS
BASIN 110 BASIN 120 BASIN 130
11.Q`d~R) (lIIQOl.E1 (lPP Rl
TOP OF OAM EMBANKMENT ELEV. 11.0 15.0 240 lr
DESIGN HIGH WATER ELEV. 9.90 12.90 23.65
OVERFLOW ELEVATION B.0 14,0 24.0
RECT. WEIR DIMENSIONS (WxH) (2) 3'x3' N/A N/A
RECT. WEIR CREST ELEV. 3.36 N/A N/A
LOW LEVEL ORIflCE DIA N/A 8.0' 6.0'
LOW LEVEL ORIflCE INV. N/A 11.45 22,58
E10S11NC 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.i.S.
~-MLIT CORIR STRYCTUPE
6•-r
[rr wcuc vi r lwmca cwc vKl[
PLAN VIEW
KTS
PIDE

7
yR)
6
a Q
b
b
!r
w ~ K . PM [at:iir[
7lR:Ri 1111EQATED DI1G
OVM1ET l1111(rIR AT ALL ~ CUiE¢s
~H'~ APPLICANT:
`°°"`~°'"~""°°°" WATERWAY COVE
~~~ Muo~ F!L 1VIACBROOM~ ---
55 t 1 Gpitel Cealar Drive - Site 106 DATE: SHEET:
Raldgh, North Catoiiu 27606 DN' -_-_- .RAE ~i 4007
[phone] Faa(919)634-4393 AT- DAM DETAILS 9 of 13
vl,wa,milo~aodmecixoamca~m _^_ SCALE: A8 SHOWN
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w.rlx
xmi
ovn.cr AT ~ caecis
wcPPUV ¢iv.
Lt1/ ItVR OVll ->S
7Axt rlA/ M LAYiIA
IIY 1P/[!I LIEVATaOI
IRTAIgLLM loEnl •al -sic
ihMi aaiav ra lulomals
Af0 tlpT 4NATLl
N~IC OC
ffiJME PIPC -SEE
TAiII RiV f[P WMETER
AW WV[pT ELLV~TIdI
NOTCH DETAIL
KT.S,

-7}-3:1 MAX SDE ROPE -
18' (MIN.) -+I
-JI- ~ f
N.C. DEPT. OF TRANSPORTATION
CUSS B EROSKIN CONTROL RIPRAP
PARENT
TOP OF DAM EMBANKMENT ELEV.
EMERGENCY SPILLWAY CREST ELEV.
EMERGENCY SPILLWAY CREST WIDTH
EMERGENCY SPILLWAY DEPTH
oEPnf vARlts -
-SEE TABLE BELOW
- TOP OF OAM ELEVATION
SPILLWAY CREST ELEVATION
g'~
~-- TIOVEN GEDTEXi1lE FlLTEA FABRIC
EXXON CTF 130D Oft EQUIVALENT TO
BE MlSTALLED N! ACCCHOANLE WTM
YANUFACMIER'3 RECOMMENDATIONS
BASIN 110
LL47~61 BASIN 120
LdIDDLEl BASIN 130
({IPPERI
tt.0 15.0 25.0
8.0 tA0 24.0
20.0 FT 10.0 Fi B.0 Fi
3.0 F7 1.0 FT L0 FT
~PrF+~E.~itna~nti~,'l f~Rt""~x,,~t~ C~~I-; ?F~~v
Id.,T.a
C"~ tr'II^ :~ ) !^+,r: -~'(: r~pgJ snY•.'• ~f' f jam;;,y,-CA~r.• flip ~I_
,___--~•lr iliii.~r ~V`.:.-,11i_ I":1\3H1~'t11u~~r ~,-,,. s.~:. ~Jf~\~st~f4'~ .?-.~~-
MATERIALS
ALL FILL MATERIALS SHALL BE OBTAINED FROM REQUIRED EXCAVATIONS OR
DESIGNATED BURROW AREAS, FILL MATERIAL SHALL CIINTAIN ND FROZEN
MATERIAL, SOD, BRUSH, ROOTS, OR OTHER ORGANIC MATERIAL. EARTH
EMBANKMENTS SHALL CONTAIN NO STONES DR ROCK PARTICLES ^VER THREE
INCHES IN DIAMETER.
THE MATERIAL USED IN THE CENTER PORTION OF THE EMBANKMENT SHALL
HE THE MOST IMPERVIOUS MATERIAL OBTAINED FROM THE BORROW AREAS IF
REQUIRED. THE MORE PERVDIUS MATERIALS SHALL BE USED IN THE OUTER
PORTION OF THE EMBANKMENT AS SHOWN ON THE PLANS.
1. IMPERVIOUS FILL MATERIALS
IMPERVIOUS FILL SHALL BE A GLACIAL TILL, AND TO BE PROVIDED
FROM AN OFFSITE SOURCE IN THE QUANTITIES REQUIRED FOR
COMPLETION. FILL TO BE APPROVED HY THE ENGDVEER. GLACIAL
TILL SHALL CONSIST dF HARD AND DURABLE PARTICLES OR FRAGMENTS
AND SHALL HE FREE FROM ORGANIC MATTER AND OTHER OBJECTIONABLE
MATERIALS. GLACIAL TILL SHALL GENERALLY CONFORM TO THE
FOLLOVING GRADATION LDAIIS~
U,S~ STANDARD PERCENTAGE PASSING
SIEVE SIZE BY WEIGHT
3 INCH 100
N0, 4 60-95
NO. 10 50-95
N0, 40 30-75
NO. 100 20-65
NO. 200 10-40
2. EMBANKMENT FOUNDATION PREPARATION
AREAS WHERE EMBANKMENTS ARE TO HE FORMED SHALL HE CLEARED AND
GRUBBED OF ALL TOPSOIL AND OTHER ORGANIC MATERIALS TO A DEPTH
DF AT LEAST 24 INCHES, UNLESS OTHER VISE SPECIFIED ON THE
DRAWINGS, FOUNDATION AREAS SHALL BE SCARIFIED 70 A DEPTH OF
THREE INCHES PRIOR TO PLACEMENT OF FILL MATERIAL.
3. PLACEMENT
NO FILL SHALL BE PLACED UNTIL THE FOUNDATION PREPARATION AN^
EXCAVATIONS IN THE FOUNDATION HAVE BEEN COMPLETED. NO FILL
SHALL BE PLACED ON A FROZEN SURFACE NOR SHALL FROZEN MATERIAL
BE INCORPORATED.
A. EMBANKMENT MATERIAL SHALL HE PLACED IN HORIZONTAL LAYERS.
THE THICKNESS OF LAYERS SHALL BE SIX INCHES DURING
CONSTRUCTION, THE SURFACE OF THE FILL SHALL HAVE A CROWN
OR CROSS-SLOPE OF Nqi LESS THAN TWO PERCENT. EACH LAYER
OR LIFT SHALL EXTEND OVER THE ENTIRE AREA OF THE FTLL.
THE FILL SHALL BE FREE FROM LENSES, POCKETS, STREAKS, DR
LAYERS OF MATERIAL DIFFERING SUBSTANTIALLY IN TEXTURE OR
GRADATION FROM THE SURROUNDING MATERIAL, THE MORE
PERVIOUS MATERIAL SHALL BE PLACED IN THE QJTSIDE Pd2TION
DF THE EMBANKMENT DR AS IN-ICATED DN THE DRAVDJGS• THE
FINISHED FILL SHALL BE SHAPED AND GRADED TO THE LINES AND
GRADE SHOVN ON THE DRAWINGS.
MIIJDNE dr, MACBROOI1ds
5511047 Cav1r<lkive-Site 106 MMI /: -
Re41~h, NoM Caolioa 37606
(918344373 Ae (919)6J4.4T93 DMC1: -
vww~ocmdmFObrotA¢mm LSH: -
B• BACKFILL AT THE PIPE OUTLET
BACKFILL SHALL BE PLACED TN HORIZONTAL LAYERS NOT TO
EXCEED THREE INCHES IN THICKNESS AND SHALL BE BROUGHT UP
UNIFORMLY AROUND THE OUTLET PLPE AND FLARED END SECTION
4. MOISTURE CONTROL
THE MOISTURE CONTENT a' MATERIALS IN THE EMBANKMEN7 SHALL BE
CONTROLLED Td MEET THE REQUIREMENTS ff SECTION 5, 'COMPACTION
^F EMBANKMENT,' WHEN NECESSARY, MOISTURE SHALL HE ADDED BY
USE OF APPROVED SPRINKLING EQUIPMENT. VATER SHALL HE ADDED
UNIFORMLY AND EACH LAYER SHALL HE THQ20UGHLY DISKED OR
HARROWED TO PROVIDE PROPER MIXING. ANY LAYER FOUND 700 VET
FOR PROPER COMPACTION SHALL HE ALLOWED TD DRY BEFORE ROLLING.
PLACING OR ROLLING OF MATERIAL ON EARTH FILLS WILL NOT BE
PERMITTED DURING OR IMMEDIATELY AFTER RAINFALLS WHICH
INCREASE THE MOISTURE CONTENT BEYOND THE LIMIT OF
SATISFACTORY COMPACTION, THE EARTH FILL SHALL BE BROUGHT UP
UNIFORMLY AND [TS TOP SHALL BE KEPT GRADED AND SLOPED SO THAT
A MINIMUM OF RAINWATER WILL HE RETAINED THEREON, COMPACTED
EARTH FILL DAMAGED BY NABBING SHALL BE ACCEPTABLY REPLACED BY
THE CONTRACTOR.
5. COMPACTION
A. EMBANKMENT
EMBANKMENT MATERIAL SHALL BE CUMPACTED Td 95% OF THE
STANDARD PROCTOR DENSITY AT PEAR OPTIMUM MOISTURE CONTENT
AND BY THE COMPACTION EQUIPMENT SPECIFIED HEREIN. THE
COMPACTION EDUIPMENT SHALL TRAVERSE THE ENTIRE SURFACE OF
EACH LAYER OF FILL MATERIAL
APPROVED TAMPING ROLLERS SHALL HE USED FOR COMPACTING ALL
PARTS OF THE EMBANKMENTS VHICH THEY CAN EFFECTIVELY
REACT{ THE CONTRACTOR SHALL DEMONSTRATE THE
EFFECTIVENESS DF THE ROLLER HY ACTUAL SOIL COMPACTION
RESULTS OF THE SOD_ TO HE USED IN THE EMBANKMENT VITH
LABORATORY WORK PERFORMED BY AN APPROVED SOIL TESTING
LABORATORY.
B• BACKFILL AT OUTLET CONDUIT
BACKFILL SHALL BE COMPACTED BY HAND TAMPING WITH
MECHANICAL TAMPERS, HEAVY EQUIPMENT SHALL NOT BE
OPERATED WITHIN TW^ FEET OF ANY STRUCTURE. EQUIPMENT
SHALL NOT HE ALLOWED TO OPERATE OVER THE OUTLET CONDUITS
UNTIL THERE IS 24 INCHES OF FILL OVER THE PIPE CONDUITS,
6. FINISHING EMBANKMENTS
THE EMBANKMENTS SHALL BE CONSTRUCTED TO THE ELEVATIONS,
LINES, GRADES ANO CROSS-SECTH]NS AS SHOWN ON THE DRAWINGS.
THE EMBAMACMENTS SHALL BE MAINTAINED IN A MANNER SATISFACTORY
TO 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 ~ THE SLOPE.
JL3SS.JEA
LOCATION:
WATERWAY COVE -
DAM DETALS
D~ ! ~ ~ 2007
D!VlSIO~V ~F `'~
~A

o ~..
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! ~
16i'
00 LINE ~
i
d !
v i ,~
~,
_. _..
2+00
s
~"-~- ~
~ ~~~~
~c~ 1 ~ zoos .,~, ~;
DIVISION OF
TowNHOME SECTI(3DI~~TAL MANAGEMENT
SCALF - 1"=50'
2+00 I'
D t
s...p~ ~~ APPLICANT:
.ee aa~e~r~ s~~eK WATERWAY COVE WATERBORO VILLAGE MANAGMENT LLC
~~~ Mao ~. M~-cBaooivs„ ---
5511 Capi-al Curter lkivo- Swite t06 DATE: SHEET:.
Raleigh, NoemCamliet 27606 ON: --- 7-2x$007
(919)8544373 FQ(919)85/-4393 ^T- --- TOWNHOME SECTION 11 of 13
a~avw.mlemeaodmec6aoa~.cam ___ SCALE: A8 BHOWN
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
N
t

~~
SIDEWALK
PROPOSED
FILL
EXISTING
GRADE
8" PVC
SANITARY
SEWER LINE
°'
-.- --fi----~ -.- _ ..--
,.
V
~~-
. ~-
~~- ~-
._. "A.
=C
v,
EDGE OF AVEM~NT (TYP)E:
~~ ~ ~~ ~ ~
r f
40,.'`4 WETLPINOS 0`a
®c~, T ~ ~ 2007 GENERAL RMIT R `~+
(4199.66 S FT_}
DIVISION OF
COASTAL MANAGEMENT f', '= ~
;~~ jg ?
S t
;~ ~ . ,i1
PLAN VIEW -SCALE 1 "=40'
SECTION A-A TAKEN AT STATION 61+68 63
SCAf..E - 1 °=40' H. 1 "=4' V
BngLneering.
Lsndscape McBitectvre
~r:~ Mrlorr>/~sz. MACBRooM
551 1 Capital Center Drive -Suite 106
Raleigh, Norlh Carolina 27606 ON: 2041-38
(91.4) 854-4373 Fax (9l9) 854-4393 AT: ---
www.milonelndmacbroom.com
WATERWAY COVE
APPLICANT:
WATERBORO VILLAGE MANAGMENT LLC
DATE: 7.20.2407
PROPOSED 1tVETLAND FILL AREA A
SCALE: AS SHOWN
SHEET:
12 of 13

SEE SITE GRADING PLAN
FOR ALL PROPOSED GRADES
TYPICAL CAP UNIT,
ADHERE TO TOP UNIT
MIN v12USTHICK ~\
\~
\/ ECTED
UF
~~ BY MA
ACTURER ~

APPROX. EXCAVATION w .~
MODULAR CONCRETE a g
GEO-GRID REINFORCEMENT FACING UNITS ~ n.
AS REQUIRED BY MANUFACTURER - MODULAR CONCRETE ~
FACING UNITS w ...
APPROVED BACKFILL =
COMPACTED TO 95% MAX.
DRY DENSITY PER AASHTO T99 ,~ -;•:-, ,,.. 1'-0" MIN.
12" WIDE DRAIN ROCK
(1 1 /4" STONE)
4" PERF. PVC (SDR 35)
O BASE OF WALL. PROVIDE
OUTLET O END OF WALL
OR O 10' CENTERS MIN.
SLOPE TO DRAIN 1/8" per FT.
W/ FILTER FABRIC. GROUT
W/ CONCRETE THROUGH WALL UNITS

`- LEVELING PAD 6" MIN.
MIN. SETBACK CRUSHED GRAVEL SUBBASE
= 3/4 INCH PERCDOT M02.06 GRADING B
PER COURSE OR CONCRETE
~~~
DCM V~II~MINGTON, NG
OCR ~ 4 ~.00~
NOTES:
1. DETAIL SHOWS TYPICAL BLOCK WALL. ACTUAL CONSTRUCTION TECHNIQUES WILL VARY
DEPENDENT ON MANUFACTURER. IN ALL CASES CONTRACTOR MUST PROVIDE DETAILED
ENGINEER SHOP DRAWINGS BEARING THE SEAL AND SIGN OF A P.E. LICENSED IN THE
STATE OF NC.
2. MANUFACTURER AND ENGINEER MUST BE PROVIDED A COPY OF GEOTECHNICAL REPORT
(SEE PROJECT MANUAL).
~~~~.
rna,.•ye aearrx.aro
.na ~.wnmmw s.r.no.
~~~ M>z.ONE & MACBROOM,,
ii11 Capiul Comer Dnvc - Sui~i l (M
Raleigh, NC ?7M6
(9I9)H54-7373 Fa. (9191 H54-1393
w xw.milnncandmacbmnm.cmm
TYP. MODULAR CONCRETE BLOCK WALL
WATERWAY COVE
ppTp~n p,f007 SUPPLEMENTAL
SHEET
IIT.~. 3

LOMFR pgie
t--I1FL. w w...o
^~ Vv
W~TEP
SURFACE
El£VATION
-5.tx
wRET CWIRCL
(owe YE DEt.UL
5818 Beach Drive SW
Shallotte, NC 28470
NOTES
1. Water depths taken of Low Tide on 4-13-07
2. Numbers with parenthesis were taken from
Army Corps of Engineers Right-of-Woy map
Tangent 24.
i
i
i /
~ / /
Legend
Property Line -- -- -- -- --~-
404 Wetland Line -._____.__._.._._.__..__.__.-
Coastal Wetland Line - - - - - - - - -
NH W ------'----- _ _._._._._._._._..
30' Buffer ---------------------------
75' AEC Line ---------------------------
8~ Pi
NOTE: Dock and Marian Structures Designed by:
Etlgewaler marina
y.... ~F. ~ ~~
~(
,...
. t.... ~Wr-
fiy
ll~~ ~V
N
~~~o~~~
~~~
1-~~~. ~.
~
-f ~j
t', ~
/^.'( ``, r,T THIS MAP IS BASED ON ORIGIANL
DRAWINGS AND SURVEY
~~
`~! \ M PRELIMINARY INFORMATION FROM'.
NOT FOR CONSTRUCTION ~a ~~ ~~,.,,~F~„
.aa m~.~m,~~l ~.o~.
~~~M ILONE & M ACQROOMw
NOTE: Waler Depths Are Relative To MLW. ssn caoimcaal.rori~~-swim IIM
Raleigh, Nunh C'aralina 2761M
(91 Y3 tlS0-0373 Pux (919)tl5l-0793
ini IanvanJmuabrwm.wm
www
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES. ANY .
UTILITIES SHOW N ON THIS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL LAND MANAGEMENT IS NOT
REFERENCE PURPOSES ONLY. IT IS 7HE RESPONSIBILITY OF THE OWNER/APPLICANT AND10R RESPONSIBLE FOR THE ACCURACY
CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. OF SAID INFORMATION
0 50 100 200

I, Bury L Barbra certify that this plat was
drown under my superdalan ham an actual survey made
under my supeMelan (deed dncdpllm rttorded in Book
iT~4Q, Paga 1106 . etc.) (other) see refinencea; that
the boundares not surmyed ore deody indicated as drawn
from information found in Book ,Page ___; that the
ratio of prxislon as mlculaled is 1.7500+', Nat this plot was
prepared M accordance with C.S. 47-30 ae amended. Wlnesa
my orighd signature, license number and sed UIS 20th
day of Octohm, 2006. ,
g

~ L QQ~ o E
a~~/~,9':
Surve r
.
~ °t
'~
9(~
, RP
/ License Number L-3027 c~
.
:
SCn~
C L3027
,
VO ` Wei
'
~
~~~~ SUP~
I further cmtify Ihot Ihis survey is a} on existing parcel „
y,
,9
s~R)r L BA ;•
orparmle of land and does not create a new attest or ,,,,,,,.
change an exisling street.
I• Revew Officer of Brunswkk County,
certify that the map or plot to which this cmtificotian is affixed
meets all statutory requirements for recording.
Review Officer
Ocean Isle Estates
MB H PG 306
~~ola-~~,--~:
..~.SD
b
t
LYtlY
1. Area Delermmed by DMD.
2 This Droperty 0 subpct to my and all rosemmis, covenants,
reetrictima, right-oF-ways of record, govemmenlol oNinancea
and/ar requiremmh rhich may exlat and Iimlt the use
of this property.
3. This aurvey does not certify lagd title to the land itself, ar to
thn houndaries shown, Usms of this plot should o6taln on accurate
legal opinion os to ownership to the boundaries ahown on
this pint.
4. FEMA Flood Mop Idmlifes parcel as being in FlRM ZONE K $ AE 14-16,
Community Panel 375357 10fi5 J, 6\02\O6.
5. Tax Map Parcei No. - 243NB001
6. Zoning - 01-R-2M
7. Setbacks
Front 25'
Rear. 5'
Side: 25'
b
NC 904 & f79
60' R\A
39'M'DO'E 913.50'
46.87 Ac.t TRACT AREA
-3.58 Ac.t WETIANOS
0 45.29 Ac.t UPLANDS AREA
u
UPLANDS
a ~ "Y~
m UPLANDS ~ ~S'V
m J~.
N 89'01'00'E 3J3.82'L15
,v0~
u L180 y
186.15' (ygD
N 89'01'00"E U 7
~t7
WETLANDS
AREA E
a.1D aa.t
N
m
J
UPUNDS
'00'E 424.31'
NV,F
SOYARS
DB 21fi2 PG 435
1A5 ;.
9~WLlr.ANOS '
Afi.A G '4 ° RV
m
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O O
v' Lt
u UPLANDS
k
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/ WEllAN05 AREA
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5 '~~~ ,
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N 89'O7'OD'E `til~b UPLANDS L10\
r

256.01'
~ ,
WETlANDS ARFA A~~
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0.62 Ac.t
0.01 Act
V LS
o S 650a'OSww ~ `.oe
', 104.05' ~ s
LOf 3s
Ocean fete Estatn
MB N PC 306
R F N S
Dead Book 1348 Poge 11Q~
w\r
wumrson
os nxs re sea
S 01'30'29'W
394.6] EIP TO EIP
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Coarse Bearing Distance
L1 5 01'3029'W 74.76 tie
11 S 05'47 54 30.27
1.3 N 85'O40fi E 48.11
L4 5 05'22 35 E 21.03
~a~ ~~`'
iU~U $ 0 200&
~'ff~lyi.°M1s. §'Su~. ~~m
404 Wetlands Survey
x\r Littk lNe4i SbupA for
surlx
mr as
Atlantic Coast Development
n9
6a
N~
0
c=
`~,iP72 Shallotte Township Brunswick County, N.C.
mo
s 200 0 200 400 600
~,
o GRAPHIC SCALE -FEET
m
Scale 1' = 200' October 20, 2006
Map Cabinet _ Poge _
LEGEND
Bobby M. Long k Associates

-~' Eslstlnq Iron or iron plDe
OML
Old marked Ilse P.O. Boz 1117
Shallotte. N.C. 28459-1177
-0- Naw km or Iron pipe eel ~' Center Ilse [phone]
-$ Nc DDT R/W Mmamont
Property line

[phone] Fax
-{} Concrete monument set RR/Spk. Railroad Spike
-$ Existing Corner type noted R/W Rlghl of Way
wE SURVEY T1E E,1Rn1 NIO EHR1lNINC 111FAEON
-.- Exlatlnq amarete man 0 GeodeUa man.
. Sheet 3 of 13
AREA F
0.28 Ac.t
"This certifies that this aoDY of this plat idm tifiea as woten and wetlands all areas
of wales and wetlands regulated pursuant to Section 404 of the Clean Water Act
as determined by the undenignrd on this dale, Unless there is a change 'm the
law, a our published regulations, Ihis determination may be reikd on for a period
not to exceed Me years 6rom this dote. This determinatlon was made utlllxing
the 1981 Carpe of Engineers Wetland Delineation Manual."
t ~_~
U.S. A Ca [rys~~ Engineers Repr nlative
ear - r ~
Title
_ 8~ 3 ~~-
Date
N\F ~~'~L' ~15~~-~la
TODD
DB 1211 PG 562 Acllon ID,~ _
v'• ~ ~ N\f
u TODD
m I DB 1 77 PG 1038
a
J
m
,~
I ;j N\F ;
~~a• ~' D61124~DPG ~6fi3 N\F
754 ~~ i NUNNERY
7 'DB 2266 PG 230
'
'
' ~
S 4T12
40
E S
66
60.70' J • I
i
I
S 64'30'17 JZU 7~f
47.02'
-;N 7742'21'tiy
'~ r ~rh,_ 21.32'
ii1 UPLANDS
~~J
112 ~'\
t7Z2
i'•t
:l \;~ ~
Axu o ."b
•'.Y 1.65 R.t /r
\ f
(~ 1 I
~`. ~ 1 ~
\` ~ ~
~' 1 L135
4,3 ~.-
n t4 I Ia '
__~_ ~.
Livr Oak dur, 40' R~11
c i -I
r~;~awd rw>Gnls
r u i 12
AXLE ~ __??PP~tt Ave.
JO' RV i

:~ ~,
,:
,t
\`;,
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~~
OUTER

_.___,1, 25.0
_____
r--
t
,,
~ __
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E XED T-HEAD P
a ~-~
~. ~,e~b
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PEEP
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I
;_
_ a.--=
-- -- -- '-
~_ ~ ~ Y~

Legend
Property Line
404 Wetland Line
Coastal Wetland Line
NHW
30' Buffer
75' AEC Line
~ ~~ 20 40
~-
1
p~ 1
~~4 , ~~~~~ 1~
,~ p 1L'.+lll PRELIMINARY
~ ,J~1..J NOT FOR CONSTRUCTION
NOTE: Water Depfhs Are Relative To MLW.
`'iS~p~~ ~F T
D, v ~~,1 WINB1 A IAGEMENi IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTIDTIES. ANY
Go AS-~p,~,. M AN A REFERENCE PURPOSES ON Y~IT S THE RES ONSIBIUTY OF THE OYVNER/APPCANT AND/OR
CONTRACTOR TO CONTACT A PROFESSIONAL UTIDTY LOCATING COMPANY.
ProjecC Data:
Waterway Cove srzom~
L M G Applicant: scale:
LAND MANAGEMENT GROUP me Walerboro Village 1•=y0'
Management, LLC
Environmental Consultants
~~ Post Office Box 2522 Title: Drawn ey:
Wilmington, North Carolina 28402 Pier Detail GSF
_ _ Tele hone: 910-452-0001
NOTE: Dock and Marian Stnutures DeslgrreU try:
Edgewater marine
THIS MAP IS BASED ON ORIGIANL
DRAWINGS AND SURVEY
INFORMATION FROM:
Eotiueerru~.
e.~e.~~.v. .on:r,cwr.
ae e.,.;..~m.~m s~:.a~.
~~~M ILONE & M ACBROOM.
5311 ~•NbI cw. IMve - Seib 106
k+1ud4 tbnk c~dm. z3sos
(919) BS4I3'l~ 393
LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
Na.
oz-0T-o3z
er
Sheet 2 of 73 .

w~
a
~~
z
179 & 304 ~ °~
j ~~ U m m
~/ O
SITE °
0
z
n
V11C INTRACOASTAt WATERWAY
ap
E: Dock and Marian StnKtures Designed by:
:water rreiine
Legend
Property Line
404 Wetland Line
Coastal Wetland Line
NHW
30' Buffer
75' AEC Line
t,1
--•-----•--- 1 (~ 4~ 1J 4.
~~ ~~
0 100 200 40
PRELIMINARY
NOT FOR CONSTRUCTION
NOTE: Water Depths Are Relative To MLW.
~,~ ~ `w •,
\i111iLI V WD MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OFt THE LOCATION OF, UTILITIES. ANY
lJT1LITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL
Sj
Q
(~7 ~ REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBWTY OF THE OWNER/APPDCANi AND/OR
CONTRACTOR TO CONTACT A PROFESSIONAL l1TILITY LOCATING COMPANY.
~
~ Project: Data:

O
~
~,A ~
~j ~ U~-
©

//
Waterway Cove 620A7

scale:
Applicant
LMG

1~~~ Waterboro Village
1 -200
LAND MANAGEMENT GROUP Mc.
t Consulran[s Management, LLC
r
E
i
~~ ~ ~ ~
' n v
ronmen
a
~ Post Once Box 2522 Title: Drawn ey:
North Carolina 28402 Pier Detail GSF
lmin
ton
W
~~ /
~
~ 0
i
g
,
Telephone:_910-452-0001
THIS MAP IS BASED ON ORIGIANL
DRAWINGS AND SURVEY
INFORMATION FROM:
+na..v<6i.enrr.~wn
~~~M i~or~E & M acBROOM.
5511 Cwn+l Cmtr Ddve - Smte 106
a,Wy,, xam c~wm. z7ko.
[phone] Pa [phone]
www.miloonodmxboomoom
t1WD MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
Date:
926107
02-07-032
Sheet 1 of 13
r
>,lr q04 & 179