20061327 Ver 2_Individual_20080327

Q ~
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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
March 26, 2008 ~ ` ~C~' '~~ ~~ ~~ `~"~ a
.,
MEMORANDUM: ~j~R ~ ~ Z~10$
TO: C ndi Karol U~~tt warF<~.=~,~~;~~
y y 1h'ETIAN^S hNO Srt7f~M~~,~~fFis ~'r2AfV~k
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: Express CAMA Major Permit Application
Applicant: Watermark New Hanover, Lp
Project Location: 8400 River Rd., adjacent to the Cape Fear River in New Hanover Co.
Proposed Project: to construct a 48-lot residential subdivision including infrastructure,
amenities, utilities, timber-bridge, boardwalks, retaining wall and kayak launching facility
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by April 18, 2008. 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

• DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Watermark New Hanover, Lp
2. LOCATION OF PROJECT SITE: Located at 8400 River Road, adjacent to the Cape Fear River, in New
Hanover County.
Photo Index - 2006: 14-6641/6642 E-H, 6-10 2000: 14-137, Q-T, 16-19 1995: 14-144, A-Z, 1-24
State Plane Coordinates -X:708940 Y:36689 Rover File - V021309A
Long: 77°55'25.780" Lat:34°04'33.145"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/13/08
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - 3/24/08
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover County
Land Classification From LUP -Conservation, Limited Transition
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes (kayak launch) - No (subdivision)
(D) Intended Use: Private/Residential
(E) Wastewater Treatment: Existing -None
Planned -Municipal
(F) Type of Structures: Existing -None
Planned -Proposed 48-Lot subdivision including infrastructure,
utilities, timber-bridge, boardwalks, retaining wall and kayak launching facility.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRRn~RI~ FTT T FTl nfrunv
(A) Vegetated Wetlands - "404" and Coastal 8,276 sq. ft. 13,252 sq. ft.
("404" wetlands) (shaded)
(B) Non-Vegetated Wetlands -Open Water 1,236 sq. ft.
(inco orated)
(C) Other -High Ground 422,096 sq. ft.
(9.69 acres
(disturbed)
(D) Total Area Disturbed: 444,860 sq. ft. (10.21 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: Closed
8. PROJECT SUMMARY: The applicant proposes to construct a 48-Lot residential subdivision including
infrastructure, amenities, utilities, timber-bridge, boardwalks, retaining wall and kayak launching facility.

Watermark New Hanover, Lp
Page Two
PROJECT DESCRIPTION:
McKim and Creed, P.A., representing Watermark New Hanover, Lp, has requested that the attached
application be processed under the Express Permit Review Program.
The project site is located along River Road, adjacent to the Cape Fear River, in New Hanover County. To
get to the property take College Road south from Wilmington and turn right (west) onto Sanders Road.
Continue west on Sanders and the road will dead end at the intersection of River Road. Turn left onto
River Road and the property will be located on the right hand side, approximately 3.5 miles from the
intersection of Sanders Road and River Road (directly across from the The Cape Boulevard).
The entire property is 32.94 acres in size, however, only approximately 10.0 acres is high ground. Roughly
two-thirds of the site is comprised of both "404" and Coastal Wetlands. High ground vegetation at the site
consists of Live Oak, Laurel Oak, Magnolia, Pine, Maple, Cedar and Sweet Gum. Understory vegetation
consists of Red Cedar, Wax Myrtle and Baccharis. The upland portions of the property are bordered by
either "404" or Coastal Wetlands. Coastal Wetlands species include: Smooth Cordgrass (S artina
alterni ora), Black Needle Rush (Juncus roemarianus) and Salt Meadow Grass (~artina patens), Giant
Cordgrass Martina cynosuroides) and Cat-tails (T has ..The site is currently undeveloped, with the
exception of a gravel entrance drive and timber bridge.
The Wilmington-New Hanover County Land Use Plan classifies the area as Conservation. The waters of
the Cape Fear River are classified SC, by the Division of Water Quality. The area is designated as a
Primary Nursery Area (PNA), by the Division of Marine Fisheries and is CLOSESD to the taking of
shellfish.
PROPOSED PROJECT:
The applicant proposes to construct a 48-Lot residential subdivision including infrastructure, amenities,
utilities, timber-bridge, boardwalks, retaining wall and kayak launching facility.
Beginning along the western side of River Road, the applicant proposes to install three entrance drives for
subdivision access. Diligence Trail, Marada Way and Bimini Lane would be constructed within a 40'
right-of--way and consist of a 20' wide paved asphalt drives. Utilities to the subdivision would run within
the right-of--way, beneath the proposed roads. Both Diligence Trail and Bimini Lane would provide access
to two isolated peninsulas and Marada Way would provide access to the far western portions of the
subdivision. Marada Way would intersect Scotia Run, which would provide access to Skipjack Trail and
Laynards End (i.e. other remaining peninsulas). The construction of Scotia Run would result in the filling
of approximately 8,276 sq. ft. of "404" wetlands. The U.S. Army Corp of Engineers, on 2/28/07, approved
this fill activity under Nationwide Permit 14 (AID#2001-1253-065), however, the Nationwide Permit has
recently expired. Prior to any filling, the applicant proposes to install a 36" x 36' RCP culvert in the center
of the proposed fill area. A retaining wall (See Sheet E6 for detail) would be installed along the upper
"404" wetlands limits of each peninsula, or island, to retain the fill material being brought onsite.
In addition to the Nationwide Permit 14, the County of New Hanover issued a CAMA Minor Permit (#07-
063)for the construction of a 26' x 134' timber access bridge that crosses both "404" and Coastal
Wetlands. The CAMA Minor Permit was issued on 10/3/07. The approved vehicular bridge, once
constructed, would connect Skipjack Trail to Scotia Run, providing access to the far western peninsula.
Planned utilities to Skipjack Trail would be connected to the bridge and no directional boring would be
required. The applicant does however; propose to remove an old culvert from the area beneath the bridge.
The culvert would be removed via a pulley system that would be connected to an excavator. This process
would be performed to eliminate any disturbance to the surrounding Coastal Wetland vegetation.

Watermark New Hanover, Lp
Page Three
The remaining upland development being proposed under this application includes the construction of a
swimming pool, pool house, clubhouse, parking areas and pump station. The pool, clubhouse and club
parking area would be located along the northern side of Marada Way, at the entrance of the subdivision
and the pump station would be located at the intersection of Marada Way and Scotia Run.
As proposed, each peninsula and/or island would be connected by a maze of boardwalks (See Sheet E4 for
details). Nearly all of the boardwalks would be constructed over "404" wetlands with a small portion being
constructed over Coastal marsh. A viewing platform (6' x 50') would be constructed above "404"
wetlands, between Marada Way and Bimini Lane. The boardwalk, to which this platform is connected,
would provide access to the kayak launching facility located along the southern shoreline, bordering a
narrow tributary of the Cape Fear River. Additionally, this boardwalk would provide access, via an
elevated boardwalk, to a separate island located south of the tidal creek. As proposed, the elevated
boardwalk would be constructed approximately 6' above Normal High Water (NHW) along the entire
width of the navigable waterbody (See Sheet E12 for details). The remaining sections of boardwalk would
be constructed a minimum of 3' above the marsh substrate. A viewing platform would be constructed
along the western side of the property in the Cape Fear River. This platform (6' x 10') would be fixed and
extend just beyond the NHW line.
As mentioned, the applicant proposes to construct a 10' x 30' fixed kayak launch platform along the
southern portion of the property. The platform would extend beyond the Normal Low Water (NLW)
contour, within `/4 of the width of the waterbody. Water depths in the vicinity of the proposed launch range
from -0.6 to -2.0' below NLW.
] 0. ANTICIPATED IMPACTS:
As proposed, the planned pier and boardwalk development would be located within the applicant's area of
riparian access. Additionally, the proposed structures do not appear to extend beyond'/4 of the width of the
waterbody. As proposed, the boardwalks and high ground platforms are located within New Hanover
County's Conservation Overlay District. Approximately 1,236 sq. ft. of estuarine and public trust waters
would be incorporated as a result of platform construction.
The construction of the proposed roadways, parking area, homesites, boardwalks and platforms, including
all fill activities would result in the disturbance of approximately 422,096 sq. ft. of high ground.
Approximately 13,252 sq. ft. of "404 type" and coastal wetlands would be shaded as a result of the
boardwalk and platform installation. The proposed fill activities would result in the disturbance of 8,276
sq. ft. of "404" wetlands.
If applicable, each individual lot owner would be responsible for obtaining his or her own CAMA Minor
Permit for residential construction.
Submitted by: Jason Dail Date: March 25, 2008 Office: Wilmington

Watermark Landing
LAMA Major
Project Narrative Feb/08
Project Description
Watermark Landing is a 32.94 acre tract of land, located in New Hanover County at the
8400 River Road (SR 1100), approximately 3.5 miles south of the intersection of River
Road (SR 1100) and Sanders Road (SR 1187). T`he existing site is undeveloped and
sparsely to moderately wooded with undisturbed upland and wetland areas with
mature trees and under story growth.
Adjacent to Watermark Landing is the residential subdivision, The Cape. Along the
north and south perimeter of the site, there are several undeveloped wooded areas
which abut the Cape Fear River.
Watermark Landing will consist of 48 single family home sites. These homes will be
constructed within the upland pockets throughout the site in order to avoid impact to
the coastal wetland areas as well as 404 wetland areas. No homes will be built within
the 75' Area of Environmental Concern along the normal high water line of the site.
Coastal wetlands, 404 wetlands, mean high water line, and areas of environmental
concern have been established and are depicted on the site plan in this package. All
required permits to construct these homesites have been obtained. As granted by an
existing' CAMA Minor Permit, there will be a timber deck bridge connecting two
upland pockets. There is an existing culvert to be removed from this area in order to
construct the bridge. The existing deteriorating culvert will be removed by hand tools.
Sidecast will be placed in the uplands. The pipe will be pulled and the area will be
restored to match surrounding contours and grades.
Regulations for building in and around Areas of Environmental Concern have been
adhered to in the development of this project. The 6' wide boardwalks are for
pedestrian use to promote exercise and appreciation for the natural environment.
There will be a community clubhouse with a pool and adequate parking for residents
and their guests. The density calculation is 1.457 homes per acre.
Features
One of the main features of the site is the elevated boardwalks. The boardwalks are to
be constructed out of timber decking and piles. The 6' wide boardwalks are for
pedestrian use to promote exercise and appreciation for the natural environment. Along
the board walks, there are "tree save areas" that also allow for the viewing of the
preserved wetlands.
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~;C)ASTAL MANAGEMENT

A second feature of the site is the bulkhead surrounding the upland areas. In order to
provide wetland. protection and a safe finished floor elevation, the existing uplands will
be built above the 100-year flood elevation (10.0') with the installation of 5,615' of 18"
wide vinyl sheet pile retaining walls. Improvements will consist of the clearing and
grubbing, wall installation, and fill material.
. ,w .. ; °.a .. ...,; ~ ~~ .
A third feature of the site is the floating kayak launch with adjacent picnic area. This
floating platform area is connected to a pier which is a part of the 6' wide boardwalk.
The kayak launch is to promote active and passive recreation as well as to provide
residents the ability to enjoy their beautiful community. The launch is located within a
navigable channel which runs perpendicular to the Cape Fear River.
Permits
The project has received all site development permits except for NCDOT. The following
permits are on hand:
o Sewer Permit
o LAMA Minor Permit
o Tree Removal Permit
o DWQ 401 Certification'~*
o Nationwide Permit *'~
o Water Permit
o Erosion Control
o Stormwater Permit
** In conjunction with this CAMA Major submittal we are requesting an NWP
Verification modification request to allow limited use within the wetland
preservation areas. The limited uses include elevated boardwalks, kayak launch and
a vehicular bridge. This request pertains to SAW 2001 1253 065. This is needed to
meet the open space requirements for New Hanover County as shown in the County
approved plan. These features contribute to the open space requirement. The
preservation document included in this submittal addresses both preservation and
the limited uses described above.
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TALC M ~44~'RG~MENT
CCJAS

DCM MP-1
APPLICATION for

Maior Development Permit
(last revised 12/27/06)
C,O~o~ ~.xp ~4,• ~3 ,~~ North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Watermark New Hanover, Lp Watermark Landing
Applicant 1: First Name MI Last Name
N/A N/A N/A
Applicant 2: First Name MI Last Name
N/A N/A N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
8450 Falls of Neuse Road, Suite 202 Raleigh NC
ZIP Country Phone No. FAX No.
27615 919 - 844 - 9025 ext. - -
Street Address (if different from above) City State ZIP
N/A _
Email
N/A
2. AgenbContractorlnformation
Business Name
McKim & Creed, P.A.
Agent/ Contractor 1: First Name MI Last Name
Margaret A. Gray
Agent/ Contractor 2: First Name MI Last Name
N/A N/A N/A
Mailing Address PO Box City State
243 North Front Street Wilmington NC
ZIP Phone No. 1 Phone No. 2
28401 910 - 343 - 1048 ext. - - ext.
FAX No. Contractor # 1 !(~I ~ j~ ~(~
910 251 8282 ~ 110. J,1J JI1{ \1v//
Street Address (if different from above) City t n
I ~ ~j~te
~
Q I
N/A '
LOO
jj t~
a -
Email DIVISICI{~ OF
[e-mail] CO ASTAL MANAGEMENT
<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. #
New Hanover 8400 River Road SR 1100
Subdivision Name City State Zip
Watermark Landing Wilmington NC -
Phone No. Lot No.(s) (if many, attach additional page with list)
- N/A - ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Cape Fear River
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.
New Hanover County
4 Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,600 LF 1,434,736 SF
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5' ®NHW or ^NWL
e. Vegetation on tract
undisturbed upland and wetland area with mature trees and understory growth
f. Man-made features and uses now on tract "~ ~~
n/a I
F~~ 1 2 L008
g. Identify and describe the existing land uses adjacent to the propose projeCt.S,ite: ~ 5 `~ N ~ F
~t VV
residential UU
`;C:~ASTAL MANAGEMENT
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-15 (Attach zoning compliance certificate, if 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? Dawn Reid, Archaeological
Consultants of the Carolinas, Inc.
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major pevelopment 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)
n. Describe existing wastewater treatment facilities.
New Hanover County Public Water
o. Describe existing drinking water supply source. ~
The Cape Master System
p. Describe existing storm water management or treatment systems.
none
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The boardwalks will be constructed to promote excercise and appreciation for the natural environment throughout a
residential community. The bulkhead areas will be constructed to protect the wetland areas from upland development.
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.
Boardwalk process: pile installation, timber decking installation
Bulkhead process: clearing 8~ grubbing, wall installation, fill material
Equipment storage: dump trucks stored at offsite quipment yard & backhoes on site location until construction is complete
d. List all development activities you propose.
6' timber deck boardwalks connecting wetlands to uplands as well as bulkheads to protect wetland areas
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? 9.69 ^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 s>i
Existing: Drainage naturall
flows back into the Cape Fear River ~~ ~ •- V °7 I
~~ ~
I~ ~~
y
1 V
D
Proposed: No discharges, slatted boardwalk i

i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
l~fV(5lC~'~ C)F
If yes, will this discharged water be of the same salinity as the receiving water? ~OA~'~-~Y~ ~~1~~~ E N~
j. Is there any mitigation proposed? ^Yes ^No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
,~ _ .. ~ ~~,f=~~ ~ _ a ~~~ _.

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6.. Additional Information
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) - (f) 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 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 Kent C._& Melirida L. Stahton Phone No. N/A
Address 8108 Yellow Daisy Drive, Wilmington, NC 28412
Name Joseph Alton 8 Tina L. Miller Phone No. N/A
Address 201 Rouen Court, Wilmington, NC 28412
Name Sanctuary Homeowner's Association Phone No. N/A
Address 535 The Cape Boulevard, Wilmington, NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
see attached
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 wiH 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 certi that he information provided in this application is truthful to the best o//f~~my knowledge.
Date ~ Print Name ~~~A~2,fE%Q' 111`(
Signature C1~ ,
Please indicate application attachments pertaining to your proposed project. g~~~ 7
®DCM MP-2 Excavation and Fill Information ®DCM MP- ~i d \\VI/
®DCM MP-3 Upland Development U
®DCM MP-4 Structures Information ~~~ ~ ~ 4008
DIVISION OF
GQAST~;L ~~ANAGE~~lENT
t
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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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length N/A
Width N/A
Avg. Existing

Depth NA NA N/A
Final Project
Depth NA NA N/A
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.
,~ p
1
oiv~sioEv of
2. DISPOSAL OF EXCAVATED MATERIAL ~ 4 ®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
(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:
f. (i) Does the disposal include any area in the water?
^Yes ^No ^NA
(ii) If yes, how much water area is affected?

fr"3 ~~~ (rr~K~rr~~:i~a ~t•s ~a((, s~~ ~ ~ ~)
-_
3. SHORELINE STAB1LlZATION O This section not applicable ~
(7f development is a wood groin, use MR4 - Stiuctur~s)
- -- - -- - - - - -- ---9 - _ __ __ _ __ _ _____ _
a. Type of shoreline stabilization: b. Len the
^Bulkhead ^Riprap ^Breakwater/Sill ^Other:
Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance watenvard 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
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
h. Type of fill material.
4. OTHER FILL ACTIVlFIES ~ ^This sectEOn not applicabla
(Excluding Shoreline Slahilization)
a. (i) Will fill material be brought to the site? Q]C Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water 0 other wetlands (WL)? If any boxes are checked, provide the
- number of square feet affected.
(iii) Dimensions of fill area 9.69 acres ^CW ^SAV ^SB
(iv) Purpose of fill
®WL 8,276 ^None
elevate site in regard to flood plain elevation
(ii) Describe the purpose of the fill in these areas:
Roadway wetland crossing permitted SAW-2001-1253-065
i 5. GENERAL
- - - --
-- __ --- -
a. ow wi 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)?
in accordance with the erosion control plan & permit dumptruck, backhoe
c. (i) Will navigational aids be required as a result of the project? d. (i) Wil an ~,e - sS i ~ ~ ment to project
^Yes ®No ^NA site. Y N~ ;1k~ ~~
(ii) If yes, explain what type and how they will be implemented. (ii) If ye pl t t ~ •be ak of r minimize
envi' ental impacts.
work f timb~'~~ts~ ~ ~~UU
-`. _ ,~ i ~ Cis
f ((~~ Margaret dray
__\ ~ _~12---- - -- - - _ ----
Date - - - - - Applicant Name --
~-
WdtermarkLanding -.
----- --: Appiic,r Sign. ui
F'roject_Name
a"~-SAS-~8t1fA ;; '#-8~-~~^~~'~S°~ :; ~~,rte;~:a.~ar~.^~a,.s~~o~sa~a~~rra~n2~x~~~ _ ra*,rt<~~z~~ `8~12;'~~

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, facilities, units or structures b. Number of lots or parcels.
proposed. 48 homesites
elevated boardwalk and retaining walls
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
48 homesites @ 1.457 units per acre 9.69 acres
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing N/A -slatted boardwalk
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: 09/21 /07
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a 8tormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
0 ®Yes ^No ^NA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: 01/17/07
and/or built-upon surfaces., such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
11.20
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Public sewer system approval?
®Yes ^No ^NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ^Yes ®No ^NA
no discharge If yes, attach appropriate documentation.
~~~
FEB 1 2 `008
DIVlS-n~ C~~
_ .. _.
.. . ,

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The Cape Master System
o. When was the lot(s) platted and recorded?
6/28/07
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
1 ~ ~~
-Date
Watermark Landing
..Project Name ~ ~~~
U! Y ""~
Applicant Name
App icant gnature
~~~~z~~~
s
D1V1SdU~V OF
JOASTAL MANAGEMENT

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 ^This section notapplicab/e
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
^Commercial ^Public/Government ®Private/Community ^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 54'
(iv) Width 6'
(v) Floating ^Yes ®No
d. (i) Are Finger Piers included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 1'
(iii) Length 30'
(iv) Width 10'
(v) Floating ®Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
0
i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin andlor channel
®Open water; no dredging required
^Other; please describe:
k• Typical boat length: +/- 12'
m. (i) Will the facility have tie pilings?
^Yes ®No
(ii) If yes number of tie pilings?
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
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:
j. Describe the typical boats to be served (e.g., open runabout,
os~jL~~~d types).
k a ~ ~I (~KI~1.
FED f 2 4008
CQl~ST~~I 1 O ~ A~E~IENT
I. (i) Will the facility be open to the general public?
^Yes ®No

2.- DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;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 offuel-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
~~ ~~ ~~~ ~ ~ ~~~R
C~llIiSIC~iV fl~
~(~.~ST~.L_. ~.~A~lAGEN[E~_~._
~. ~ <~ ,f

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 ^Public/Government ^Private/Community
(ii) Number __
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e. g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b• Number _
^Commercial ^PubliGGovernment ^Private/Community
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: Thls should be measured from marsh edge, if present.
e. Arc of the swing __ ~ i`.L~ ~,~~ Jl V ~~/ 1~
~~,~j
7. GENERAL ~ ~ F~ i ~ ' ~_Qat~ ~
..~
i~I~~~ECJfV QF
~~C).~i~TraE_ ~1~~~~rEMEI~T
~~

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
67' +/- 4600'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Man-made channel: 67'
d. Water depth at waterward end of structure at NLW or NWL
-0.5
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
Watermark Landing
Project Name.
Applicant e
Applicant Sig ature
X11 ~~ ~~
~C~ ~ ~ e;0o~]
DIVISION OF
GOASTAi~- [\!IARAGEMENT
a ~~i~~:.

BRID6E8 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.
7. BRIDGES ^ This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ^Public/Government ®Private/Community N/A
c. Type of bridge (construction material):
timber decking
d. Water depth at the proposed crossing at NLW or NWL:
N/A
e. (i) Will proposed bridge replace an existing bridge? ^Yes ®No f. (i) Will proposed bridge replace an existing culvert? ^Yes ®No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: 134' h• Width of proposed bridge: 26'
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: N/A I. Have you contacted the U.S. Coast Guard concerning their
approval? ^Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Heig o r~ia~v~~iet~~ids: 3
waters? ^Yes ®No ~ \wf/ 1,.1~~' I
If yes, explain:
FEB 1 2 X008
©iv~s~oN of
..:: ,
2. CULVERTS ^ This section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
N/A
< Form continues on back>

c. Type of culvert (construction material):
RCP
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
^Yes ®No ^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: 36'
h. Height of the top of the proposed culvert above the NHW or NWL.
5.69
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(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)
g. Width of proposed culvert: 36"
i. Depth of culvert to be buried below existing bottom contour.
8..
k. Will the proposed culvert affect existing water flow?
^Yes ®No
If yes, explain:
3. EXCAVATION and FILL ^This section 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:
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:
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:
~ ~ ~ ~ ~~
.D
DIVISic~(v OF
c;pASTAL MANAGEMENT

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
If 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:
f. (i) Will the placement of the proposed bridge or culvert result many
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:
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:
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 ~ ~ I
approval from local authorities, please attach a copy of the ~ `.~ J
approval or certification.
FED 1 2 ~.0~8
< Form continues on back>
DIVISION OF
COASTAL ~~lA~lAGEMENT
-. ~~~ -.

c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
^Yes ®No controlled?
If yes, complete Form DCM-MP-2. In accordance with the erosion control plan ant permit.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
backhoe & dumptruck
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.
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.
work off of timber malts
t r ~ l 6~
Date
Watermark Landing
.Project Name
Applicant ~ (~
Applicant Signat~re
~ ~~ ~~
~:l
~~~ ~ '~ BOOS
~~ L MA~IA~E~EN~
~p p,STA

Archaeological Evaluations in the Watermark Landing Tract,
New Hanover County, North Carolina
Management Summary
by Dawn Reid
Archaeological Consultants of the Carolinas, Inc.
January 2007
Introduction
The Watermark Landing tract is located in the vicinity of Carolina Beach, approximately 1.0
mile north of the confluence of Snows Cut and the Cape Fear River in New Hanover County, North
Carolina (Figure 1). Through early coordination with the State Historic Preservation Office (SHPO),
it was determined that the tract contained one previously recorded archaeological site for which no
recommendation of significance had been advanced, and two landforms that were considered to have
high potential for the presence of cultural remains (Figure 2). Mr. Nathan Henry, SHPO
Archaeologist, requested that an archaeological survey of the high potential landforms in the tract be
conducted. He further requested that the previously recorded site, 31NH133, be relocated and
evaluated for its potential eligibility for the National Register of Historic Places (NRHP).
Site 31NH133 was recorded in 1977 by Mark Wilde-Ramsing (site form on file). He
described the site as a Woodland Period (1000 BC - 1100 AD) artifact scatter situated on a rise
overlooking a marsh that was bisected by State Route 1100/River Road. Based on this fact, only a
portion of the site would be situated in the Watermark Landing project area. He collected three
pieces of pottery and 12 pieces of lithic debitage from the ground surface but did not conduct any
subsurface excavations. Based on the presence of the lithic artifacts, Wilde-Ramsing recommended
that the site be investigated further to determine the extent of the deposits present.
Archaeological Investigation
Survey Areas. Archaeological Consultants of the Carolinas, Inc., conducted an intensive
survey of the high potential landforms delineated by Mr. Henry. This survey consisted of 20 meter
interval shovel testing and comprehensive examination of all exposed ground surface. Landform 1,
in the northwestern corner of the project tract is a subtle rise surrounded on three sides by marsh.
This Landform extends northward beyond the tract boundaries. This Landform is wooded with light
undergrowth (Figure 3). Landform 2 is situated in the northeast corner of the tract. This Landform
is also wooded with light to moderate undergrowth (Figure 4). Landforms 3 and 4 are sparsely
wooded with light undergrowth (Figures 5 and 6). Although not delineated as a high potential area,
Landform 3 was accessible via a dirt road that ran through Landform 4, and was also examined. Mr.
Henry plotted site 31NH133 on our Landform 4 survey area.
~D ~ ~J ~~ ~~~.~
FEB 1 2 X008
DIVISION OF
r'~ !'"1= AIP F !~~ ~_

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.u1...
`.~ ~ Watermark Landing ^'
N` _ ~ ~ ~ O Tract Boundary
,~ - r'` ~ _
`
~ o zoo +oo soa eoo u.len
Figure 1. Topographic map showing the Watermark Landing project area
(1970 Carolina Beach, NC USGS 7.5 minute topographic
quadrangle).
Results. Four archaeological sites were identified during this investigation. Each site was
fully defined and evaluated for its further research potential and eligibility for the NRHP.
Field Site 1 is located on Landform 1 (see Figure 2). This site is a subsurface scatter of
historic and prehistoric artifacts. Shovel tests were excavated at 10 meter intervals to define the site
boundaries. Ten tests yielded artifacts and site dimensions of 40 by 30 meters were established based
on the distribution of these positive tests. Historic artifacts recovered from shovel tests include lead
fragments, unidentifiable metal fragments, two pieces of annular whiteware, one piece of undecorated
porcelain, and numerous brick fragments. Prehistoric artifacts recovered consist of three
metavolcanic flakes, one cordmarked sherd, two fabric impressed sherds, and five residual sherds (<2
cm in diameter). To further explore the site deposits, two 50 by 50 cm units were excavated beside
shovel tests that had the highest artifact density. The first of these larger units was placed near the
center of the site and yielded four metavolcanic flakes and four residual sherds. The second 50 by
50 cm units was placed along the western edge ofthe site and yielded one metavolcanic flake and one
piece of unglazed redware.
Q~~~~~~U7~~
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DiVISfON C7~
COASTAL MANAGEMENT

z
'~~ o ioo' ion
W
o ~'

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p. ~~
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m

rn
1,1

/,~y~~~ u r Landform 1
-IiIVS PE AV /,~/ l N w`J4 ~~fY~4.
nf,c
... 'py`~ -~ S~~~J/• " yt \ ~ Vf y ~~~` ``'~,~"r~~~-c, -~~., ''n KaE~p
_l~ J ~ ,,~ ~ icy: ~q ~< -~.,
° , ' ,r ~,~ Landform 3°~
r /I 9 ~ ~ < j
-~.~'.
ii ~~' yf 4 ~'', {
Pte:
ra ~ w'` `$ . v' _ _ is '" ' . - ~
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.i ~~ ,r/.
I( .• ~ ~ .~tr~~ -~ ~F ~.'~so ~?~ ~n i
.,.
f
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Fleid
Site 1
~ - ~~ R'
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-.~.~ ~~.-~.. ~-r--~ _ _ .ter, _ --..
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Field ~i --~-y--~~- - - ------------

Il
---
Si
i .fed
i --• Slte 4 ' • a
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, ~':

I~ Landform 4
Figure 2. Map of the Watermark Landing project area, showing the survey landforms.

r ~gure 3. View of Landform 1.
C~~VI~~GN GE
^0:4~~`.~L ~.~ANAGEMENT

Figure 5. View of Landform 3
pl'~1~~C1N ~F
LGASTAt_ NfAl~lAC~EIV1Ei~T

Overall artifact density of this site is low and diagnostics were fairly sparse. The cordmarked
and fabric impressed sherds represent a Woodland occupation at the site and the historic ceramics
indicate a 20`h century occupation. There has been mixing of the historic and prehistoric material.
Based on these factors, this site is unlikely to add significant information to our understanding of
prehistoric and historic settlement in the site area. We consider Field Site 1 to be ineligible for the
NRHP and recommend that no further work be required.
Field Site 2 is located on Landform 2 (see Figure 2). This site is situated on the crest of the
landform and is bordered by River Road. Three shovel tests, excavated at 10 meter intervals, yielded
prehistoric ceramics. Additional shovel tests were excavated at 5 meter intervals around the original
positive tests. None of these subsequent shovel tests contained artifacts. Site dimensions of 5 by 20
meters were established based on the placement of the three positive tests. Two of the shovel tests
yielded three and four ceramic sherds, respectively. These sherds are cordmarked and plain with grog
and sand temper. Twenty-two sherds were recovered from the third shovel test, nearest to River
Road. Fourteen of those are residual. The remaining eight include cordmarked and plain with
limestone or grog temper and plain with sand temper. Wilde-Ramsing stated that he recovered one
shell tempered White Oak sherd from site 31NH133. However, recently the White Oak ceramic type
has been shown to actually be limestone tempered is not called Hamps Landing. As we recovered
Hamps Landing wares, we considered that this site could be that previously recorded resource. The
topographic map does not shown the geographic detail present on the project map that Mr. Henry
reviewed and this site's termination at the road matches the description of 31NH133.
In order to evaluate the overall integrity of the site deposits, we excavated two 50 by 50 cm
units between the positive shovel tests. Both of these units were excavated to a depth of 1 meter.
Neither yielded artifacts. A 1 by 2 meter unit was placed beside the high density shovel test near the
road. This unit was excavated in eight 10 cm levels. Artifact density was very low except in Level
4 (30 to 40 cm below surface [curbs]). This level yielded 32 sherds from at least three different
vessels, half of which are residual. One vessel is plain with limestone temper, another is plain with
sand temper, and the third is eroded with coarse sand temper. One of the sherds from the third vessel
has partial mend hold. Anon-diagnostic milky quartz projectile point base was also recovered from
this level. No artifacts were recovered below 50 curbs.
As noted, this site may be 31NH133. The site deposits are most dense right at the road,
which has bisected the landform. The close interval shovel testing confirms that the site deposits are
limited to a narrow sliver along the top of the landform and the density at the road strongly suggests
that the larger part of this site once extended to the east. We did not recover any preserved organic
material or find any evidence of intact features. Due to the likelihood that we have defined only a
portion of a once larger site and the lack of organic material, issues of intrasite patterning,
subsistence, and site dating cannot be addressed. We therefore considered that Field Site 2 has
fulfilled its research potential at this level of investigation and will be recommending it ineligible for
the NRHP.
~~
D
6 ~~~ 1 2 ~~QOS
~lv ~sloN o~
GOASTAI-- MANAGEMENT

Field Site 3 is located near the western tip of Landform 4 (see Figure 2). A total of four
sherds were recovered from three shovel tests. One of these sherds is residual. The other two are
fabric impressed with sand and limestone temper. These three tests are situated in an area between
a modern trash dump and a large pile of downed trees and stumps. As with Field Site 2, shovel tests
were excavated at 5 meters intervals around and between the positive shovel tests. No additional
artifacts were recovered and site dimensions of 5 by 25 meters were established based on the
distribution of the three artifact bearing tests. Due to the limited nature of the site deposits and the
high level of disturbance to the area, this site is not considered to have sufficient research potential
to meet NRHP eligibility criteria.
Field Site 4 is located at the eastern edge of Landform 4 (see Figure 2). This landform has
been cut for River Road and there is an approximate 2-meter difference in elevations between the
remnants ofthe landform and the road bed. One shovel test at the road edge yielded a quartzite flake.
Supplemental shovel tests were placed around the initial positive at 5 meter intervals. One of these
shovel tests yielded one residual sherd; the other yielded six plain sherds, all of which mend. It is
likely that this site once continued along the landform eastward before it was bisected by River Road.
As with Field Site 3, the Field Site 4 deposits are very limited and unlikely to yield significant
information on prehistoric settlement in the project area. This site has fulfilled its research potential
at this level of investigation and will be recommended ineligible for the NRHP.
Conclusions
This investigation has resulted in the identification and documentation of four archaeological
sites. It is our contention that our Field Site 2 is the previously recorded 31NH133. None of these
sites have retained sufficient integrity or contain significant enough deposits to be able to contribute
important information to our understanding of past lifeways in the project vicinity. As such, none of
these sites meet NRHP eligibility criteria. We will be recommending that cultural resources clearance
be granted so that development of the Watermark Landing tract can proceed.
~~~'I
a
7 1 ~~~1"t~.008 J
y DIVISiU~ OF
COASTAL 1VlANAGEMENT

Y~~`
North Carolina Department of Environment and Nafurai Resources
Division of Water Quality
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~~
Y
August 17, 2007
~FZS~a~o~ (~o~
William G. Ross, Jr:, Secretary
Cofeen H. Sullins, Director
Subject: Permit No.1NQ0031975
Aqua Norfh Carolina, inc.
1atermark .Londing. Subdivision Sewer
Wastewater Collection System Extension
New Hanover Covnty
Dear Mr~~larwood:
In accordance with your application received July 18,:2007, and revised, dpplicafion received on -July.
31, 2407, we are forwarding herewith Permit No. WQ0031975, dated .August 17, 2007; to Aqua North
Caroliha, Inc. for the construction and operation upon certification of the subject wastewater collection
system extension. This permit shall be effective from the date `af issuance. until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
of this permit and is.therefore incorporated. therein by reference. .
By copy of this permit, the New Hanover County Suiiding Inspections Department is hereby notified that
building or occupancy permits shall only be issued.for the 48 residences and a clubhouse facility as part
of the Watermark Landing Subdivision project until a modified permit is issued by the Division indicating
additional connections.. In addition: no certificates of occupancy are to be `granted prior to the
submittal of a sealed engineer's certification per Condition 6 of thi~ermit:
Please note the following standard conditions that are contained in ahis permit. , -
Condition 3: Requires that the wastewater collection facilities be properly operated and
maintained in.accordance with 15A NCAC 2T .0403 or any individual system-wide
-collection system permit issued to the Permiftee.
Condition 6: Requires. that the system be properly certified upon completion of construction
a.nd. rior_to bein _. .
_ _.._ _.. __. _._._.. _----.___..__.. g placed mto operation,__-
Condition 7: Regarding the insipllation of gravity sewer at greater than: ten percent below the
minimum required slope tf~e~' ' '. ~. ~ inimum Design Criteria
shall not be acceptable ~ sf~~l "~~".1'~scrfic~iti c reefed.
i
s~
Wilmington Regional Office ~~~~ ~`"a ~ ~ ~'U°0 _ ~,~ One
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] /FAX: [phone] ~ i ~ ~ S ~ c~ N o ~ Nor~hCarolina
Internet: www_ncwaterauali~org n~~~T.~A~ ~~gNACaE.MENT ~gtu~gll~
An Equal Opportunity/Affirmative Action Employer Customer Service 1-877-623-6748
50% Recycled/10% Post Consumer Paper
Michael F. Easley, Governor
.~ - _.
Michael Harwood, Compliance Manager
Aqua North Carolina, Inc.
P.O. Box 4889
Cary, NC 27519-4889

._.
Aqua North Carolina, Jnc.
WQ0031975
August 17, 2007
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Condition 12: Regarding Division notification should the. system fail to operate including the loss
of wastewater from the collection system. In ac3difiori, note Permit Condition 13
,_regarding the posting.of pump stations with emergency contact information.
Permitting .of this .project does not constitute an .acceptance of any ..part "of the. project that does not
~- meet 15A NCAC 2T; the Division of Water Quality's (Divisioh} Gravity .Sewer Minimum Design Criteria
adopted February 12, 1996. as applicable; and the Division's Minimum Design Criteria for the Fast-Track
Permitting of Purrip Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by the North
Carolina-licensed Professional Engineer named in the application.
It shall be Aqua North Carolina, Int.'s responsibility to ensure that the as-constructed
project meets the appropriate design criteria and rules. Failure to comply may result in
penalties in accordance with North, Carolina Genera! Statute § 1.43=215.6A through § i 43-
_ .... .
215.bC, construction. of additiohal or replacement wastewater collection facilities,
and/or referral of the Noah Carolina-licensed Professional Engineer to the licensing
board. ,
~a.
A stormwater mahagement plan shall be submitted fo and approved by the. Wilmington Regional
Office in accordance with 15A NCAC 2H .1000:
If any parts, requirements, or limitations contained In this permit are unacceptable, you have the right to
request an adjudicatory:heanng.upon written requestwithin 30 days :following receipt of this permit. This
request must be`in the form of a wntten petition,"conforming.to:Chapter 1508 of North Carolina General
Statutes, and filed witti the Office of Administrative'Hearings, 6714 Mail .Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall,be fihol and binding..
If you need addfional~~information,concerning this matter, please-contact Dean Hunkele of (9i0J 796-
7215. ,
S~ cerely,
~.
for Coleen H. Sullins
Cc: Richard Collier, McKim 8, Creed
Tohy Roberts, New Hanover County Building Inspections Department
_. .
.,....:1NIR.O;..S.urface_W_ater_Protection-_The...C.ape_.{NC0057703j:Sewer.Ext,_F,ile _ .
Cenfiral Files, Surface Water Protection Section
__
Pretreatment, Emergency Response .and Collection Systems Unit files . .
_.
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C()~STAt_ ~~1~~,~~,~EEVlENT
2

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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
..__ _.__. .................__._..___...___...DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
_ .... _
D1ViSION OF WATER QUALITY
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
fi._
6~
In accordance with the provisions of Article 21 of Chapter _143, General Sta#utes of North Carolina as
amended, other applicable Laws, Rules, and Regulations, and in conformity with 15A NCAC 2T; the
Division's. Grav'sty Sewer Minimum Design Criteria adopted February 12, 1996 and. Minimum Design
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Rescurces and considered a part of this permit;
PERMISSION IS HEREBY GRANTED TO:
AQUA NORTH CAROLINA, INC.
y ~ NEW HANOVER COUNTY
For the construction and operation upon certification of approximately 3,406 linear feet of 8-inch gravity
sewer; a 80-gallon per minute pump station with, duplex pumps, on-site audible and visual high-water
alarms, telemetry, and on-site generator with automatic transfer switch with approximafiely 692 linear
feet of 4-inch force main to serve 48 three=bedroom residences and a clubhouse facility (200 gpd) as
part of the Watermark Landing Subdivision project, and the discharge of 1.7,480 gallons per day of
collected domesfic vwastewater into Aqua North Carolina, Inc..'s existing sewerage system, pursuant to
the application received July 18; 2007.
The. sewage. and wastewater collected by this system shall be Treated in The Cape Wastewater
Trea#ment Facility (Permit No. N00057703) prior to being discharged into the receiving stream.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitatioris:
,. ..
i . This permif shall become voidable unless the wastewater collection facilities are constructed in
accordance .with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division), .Gravity Sewer Minimum Design Criteria adopted February 12; .1:996 as applicable; .the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations. and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned
herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
The wastewater collection facilities shall b~. ro r t ~ operated at all times.. The
Permittee shall maintain compliance vi s~ st , i c lection system permit #or the
operation and maintenance of these li~' ' ''~'''
fic~~riir`ed by A i C 2T .0403. If an Individual
permit is not required, the following pe mance criter'a 11 be et s provided in 15A NGAC 2T
.0403: lI ~~~ ~ ~ w•~~~
D(4fISIl:iS~ ~~=
~;C}AS ~Al._ lV~AN~GI~ ~`,IIE~IT

_ .`'"_
a. The sewer system shall be effectively maintained and operated at all tunes to prevent
discharge to land or surface wafers, and any contravention of the groundwater standards in `~
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
_._ ...
c: Ari--operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory, and overflow response shall be
developed and implemented.
d. Pump stations that are not connected to .a felemetry.system (i.e. remote alarm system} shall
be inspected by the Permittee or its representative every day (i.e. 365 days per year}. Pump
.... ,...
stations that are connected to a telemetry system shall be inspected at least once per week.
e. High-priority sewer, lines .shall be inspected by the Permittee or its representative at least once
per every six-month period of time.
~f. A general observation of the entire sewer system shall be conducted by the Permittee or its
representative at least once per year.
g: Overflows and bypasses shall. be reported to the appropriate Division regional .office in
accordance with i5A NCAC 2B .0506(a), and. public notice shall be provided as required by
North Carolina General Statute § 143-215. i C.
h: A Grease Control Plan shall be implemented as follows:- -
1. For publicly owned collection systems, the Program -shall .include at least bi-annual
distribution of. educational materials for both commercial and- residential users and the
;,~ legal means to require grease interceptors for new construction and retrofit, if necessary, of
grease interceptors at existing establishments. The Program shall also include legal means
for inspections of the grease interceptors, enforcement for violators, and the legal means
to control grease entering the system from other public or private satellite sewer systems.
2. For privately owned collection systems, the Program shall include at least b's-annual
distribution. of educational materials to all users of the collection system by the Permittee or
its represehtative_
3. Grease education materials shall `be distributed more often than required in Parts i or 2 of
this sub=paragraph if necessary to prevent grease=related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept on file for Sections (a.} ,through (i.) of this rule for a minimum of
three {3) years with the exception of the map; which shall be maintained for the life of the
system.
4. This permit shaii not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the .Permittee, -a formal-permit request
shall be submitted to the Division accompanied by cua~ ,,~j t~ ~ s involved, and
other supporting materials ds may be appropriate. ~c~Ndl hLs s d .be considered
on its merits arid mayor may not be approved: ~,,~~°°
5. Construction of the gravity sewers, pump stations„a rc~r•~~ir~s ~hh~(}i~e sch~ u d so as riot to
- interrupt-service-by-t+~e-existing utilities-nor result-in erflow or bypass.-disch of wastewater
to the surface waters of the State. _ ~ { r~ j p ~ ~ (~ j~ (~ F
6. Per 15A NCAC 2T .O1 i 6, upon. completion of construction and prior to operation-of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the re wired su -
q pport~ng documents=.{as-built or recording dreiwings and purrip station designs, if
applicable) to-the address provided~on the form: A complete certificaf(on is one where the form is
fully executed and the su '~
pporting documents are provided as applicable. Any wastewater flow
made tributary to the wastewater collection system extension-prior to completion of this Engineers
Certification shall 6e considered a violation of the permit and shall subject the Permittee fo
appropriate enforcement actions.
2

If the permit is issued to a private entity with an Operational Agreement then a copy of the Articles
of incorporation Declarations and Bylaws that have been appropria#ely filed with the applicable
County's Register of Deeds office shall be submitted with the certification. - - -
_____.~.____-...-._.A_complete_-certification_is-.one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings {plan 8~ profile views of, sewer lines 8~
force mains) of the wastewater collection system extension. Record drawings are defined as
the design drawings'that are marRed`up or anhotated with after corstruction informer#ion and
show ~equi~..ed buffers, separation distances; nicite~ial changes; etc::
.~ - b. One copy of the supporting pump station design calculations (selected pumps, sysfiem curve,
operating point, buoyancy calculatiohs, Available storage if portable geherator(s) br storage
greater than longest past three year outage reliability option selected) `for any pump stations
permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or
the Minimum Design Criteria should be clearly identified on the record drawings, on the
certification in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permifi modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type
of connections), regulations, or fhe Minimum Design Criteria. Requested modifications or variances
to the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved
during the permitting process prior to construction. After-construction requests are discouraged by
the Division and may not be approved; thus requiring replacement or repair prior to certification &
activation.
..
7: Gravity sewers installed greater than ten pe~cenf below the miriirrium required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and sfiali `riot be certified
until corrected. If there is an unforeseen obstacle i.n the -field where all. viable solufiions have been
examined,. a slope variance can,. be requested from the Division with. .firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on d case-by-case basis. Resolution of such request shall be evident prior to
.completing and submit#ing the construction certification.
8. A copy of the construction record. drawings. and pump station designs, if applicable, shall be
maintained. on file by the Permittee for the life of the wastewater collection facilities.
9. Failure to abide by the conditions.. and limitations contained in this .permit; 15A NCAC 2T; the
Division's .Gravity Sewer Design, Criteria adopted ,February 12; 1996 as applicable; the Division's
Minimum Design Criteria for ,the .Fast-Track Permitting of Pump Station and Force Mains adopted
June l; 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by fhe Division, in accordance with Nortti Carolina General Statu s. § 143-
215:6A through- § 143-215.66. ~ j ~ ~ ~ ~~f~
,,~~ 1~"
l0. -.In the. ev.ent_that__the_waste:water,.-co.llection.facilites fail.;t erform satisfactorily, incl i the
creation of nuisance conditions, the Permittee shall take im iat~~~r~c.~i 4~(j~ction, li ding
those as may be required by this Division, such as the con on of addifional or re ment
facilities. (~ I ~l l S I ~? ~ ~ f=
~;C~,AST~I.. M~Ai~AG~fttIENT.
1 1. The. issuance of this permit shall. not exempt the Permi.tt;ee from complying with a.ny and pll statutes,
rules, regulations, or ordinances that may be imposed- by other government agencies. (locdl,-stale
and federal} which hays jurisdiction,, including but not limited fo .applicable river buffer rulesin ;15A
NCAC 2B .0200, erosion and sedimentation control requiremehts in 15A-NC.AC Ch. 4 and under the
Division's General Permit NCGO)0000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
3

_, ~ ,
12. NON-COMPLIANCE NOTIFICATION:
.~
The. Permittee shall verbally report to a Division of Water Quality staff member at the Wilmington
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any failure, due to known or unknown reasons,. that renders the .system incapable. of
adequate wastewater transport, such as mechanical or electrical failures of purrips, line
blockage or breakage, etc.; or
~. _ b. -Any failure 'of a pumping station or sewer line resulfing in, d by-pass of any wastewater directly _
to receiving waters -from the station or sewer line.
13.
14.
Voice mail messages or faxed information is permissible, but shall NOT be considered as the initial
verbal report. Overflows ^nd spills occurring outside normal business hours may also be reported to
the ,Division of Emergency .Management. at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form
CS-SSO (or the most current Division approved form), within. five days following first knowledge of
the occurrence. This report shall outline the actions taken or proposed to ensure. that the problem
does not recur.. Part II of Form CS-SSO (or fhe most current Division approved_ form).,can. also be
completed to show that the SS0 was beyond control.
Each pump station including simplex stations shall be clearly and conspicuously posted, with the
teie;~ione number. and name of the owner/operator of the sewer system and instructions to call
the number in the event of alarm activation.
The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in
_...the. pump station, .....
b. An airrelief valve located at all high points along the force main,
c. A screened vent for the wetwell,
d. Fillets located in the.wetwelFat~fhe intersection of-the flooring and sidewalk,
e. Three feet of cover (minimum) over the force. main or the use of ferrous material where
three feet cannof be maintained,
f. Sufficient devices which-will protect the pump station from vandals, and
g. Flood protection if th.e pump station is located below the 100-year flood elevation.
Permit issued this day: August 17;-2'007 - -
_ NORTH OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H:. Sullins, Director -
-- ---
Division of Water Quality ` __ .. _ ..
,. -
By Authority of the Environmental Management Commission,. - - -- - --- --
Perrnlt Number W00031975 .... ~~( a~~ ~<~ ,~y~ .I ~ ~~
5y Q .._.. .._ :.-..~
4 ~~;~~-,~"C~i_ ~•,~~NAGEf111ENT

_ .. _ - _... _ r_
_ ~. .: ~-m
FAST TRACK SEWER ENGINEERING CERTIFICATION.
PERMITTEE: Aqua North Carolina, Irc.
PERMIT #: WQ0031975
PROJECT: WatermarK Landing Subdivision
ISSUE DATE: August 17, 2007
COUNTY:. New Hanover
This project. shall not be considered complete nor allowed to operate iri.accordance with Condition b
_= of this permifi until the Division has received this Certification and all required supporting documentation.
~fi_ Consequently, ifi should be submitted in a .manner. that documents ..the D'ivision's. receipt. Send the
required documentation to the Regional Supervisor; Surface Water Protection Section at the address at
.the bottom.
Any wastewater flow. made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee i5 responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submit#ed.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state #hat this project has beeri constructed as
indicate~`cc~:below, fihe applicable design/construction information has been.provided by the Professional
Engineer below, and the Permi#tee is prepared fio operate and maintain the wastewater collection
system permitted herein or portions thereof.
Printed Name, Title Signature , ., .~, ~ .Date
_.:.
ENGINEER'S CERTIFICATION.
I, , as a duly registered Professional- Engineer in the Stafie of North Carolina,
having been authorized to observe:.{^ periodically; ^ weekly; . ^ full tune} the construction of the
project name and location as referenced: above for the above Permittee hereby state that, to the best
of my abilities, due care and diligence was used in the. observation of the construction such That the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the
Division of Water Quality's (Division) Gravi#y Sewer Minimum Design Criteria adopted February 12, 1996
as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
_ ,.
Force Mains adopted June .1, 2000 as applicable; and other supporting materials
North Carolina Professional Engineer's Seal w/signature & date
CERTIFICATION COMMENTS ~ ~° Ei _~ '~I `-~`~ ~ '~ - `
^ Final artial
Comments: ~=~ ~ ~ ~~~~
~~ ._
~)tf(~it~~~ CAF
C~~~T~L MA~~G~~flENT
NC Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405
Wilmington Regional Office Phone: [phone] FAX: [phone]

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-.- 10riNER5 _ ~ ~ ~ ~ KE'AN & DIANE
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_„ ~'
,.._..--.~,_-._., ASSOC , ~'~- i FRAWLEY ,
-- -- __
~- -~
LINE TABLE L59 568'05'52"W 27"79
LINE DIRECTION LENGTH L6C 504'24'43"E 28.63
L28 N35'0T20"W 28.97 L6t 545'4112"E 22.80
L29 N02'10'S9"W 55.65 l62 N24'20'40"E 18.24
L30 ND4'i5'43"E 25.14 L63 N75'0T33"E 11.61
L31 N59'12'35"E 27.29 L64 N66'09'41"E 15.07
L32 565'08'59"E 14.08 L65 N03'22'20"E 17.8D
L33 N33'46'31"E 30.94 L66 N45'18 59"E 18.57
L34 N03'47'32"W 24.19 L67 538'24'36"E 25.97
L35 N62'3T2t"E 15.45 L68 503'19'45"W 29.09
L36 N2t'41'36"W 15.07 L69 520'16'32"W 30.57
L37 N38'4a'00"w 36.31 L70 53100'16"E 13.45
L38 N18'3209'W 36,08 L71 543'3041 W 27.21
L39 N14'S002"W 52.85 L72 521'00'43"W 25.17
Lao Ntt'04'37"W 40.24 L73 S15'00'46'W 23.23
L41 N0T3304"E 31.23 V4 S09'38'1TW 23.56
Lag N26'OB'01"E 21.24 L75 526'02'13"W 17.03
Lai SOS'5T02"E 25.99 L76 540'42'49"W 16.87
L~~4 516'35'28"E 29.07 L77 501'11'24"E 33.26
Las 508'1154"W 9194 L78 539'46'21"W 24.88
L46 516'09 a5' E 9a 13 L79 SOi'42'S0' E 32.95
L47 S25'32a6"E 8150 LBO St2'18'25'W 23.55
L48 S43'30'36' E 71.12 LBt SOt'53'47'E 26.17
L49 519'13'44"E 32.20 L82 505'55'42"W 32.14
L50 506'53'29"W 34.62 L83 521'34'32"W 13.31
L51 533'08'12"E 13.37 l84 535'14'05"W 24.29
L52 51108'54"W 14.25 L85 N89'4946"W 11.67
L53 StT29'S2'E 32.38 L86 520'20'47"W 40.31
L54 S00'3t'43"W 32.28 L87 SOt'02 46"W 38.09
L55 S14'04'a8'W 40.31 L88 S00'28'28"E 52.40
L56 501'30'09' W 38.12 L89 SOt'S4 21"W 49.83
L57 S75'S2'36"W 50.56 L90 S04'S8'26"E 4428
L58 S52'14'34"W 21.16 L91 S02'OB 27"W 51.64
VI I~v, II J ~L~+ ~; 11v~~ IUD
FED 21200
DIVISION OF
COASTAL MANAGEMENT

PS PUMP STATION
- - - COASTAL WETLAND LIMIT
- - 404 WETLAND LIMIT
„ ... WETLANDS
~ ~ uPwNOS

160' 0 160' 320'
SCALE: 1"=160' (Horiz.)
Watermark Londing
vIVI~IQM~CREED Watermark New Hanover, LP New Hanover co~~ty, Nc
za.7 "°rm yr°^I so-eel 8450 Falls of Neuse Rd -Suite 202
wlmi^g1°^, N°nn c°r°n^, iaaor C~mQ MOfOf
Ph°ne: (A,D(3a7-ioaa , v°.: (vlot~sl-ezes Raleigh, NC 27615
MCOWeer Ee~9, Regulatory Jurisdiction
iev.xn ur ^as °.¢ w.mckimcrzed.c°m
~~
o4rE. ~e r°oe SCALE
u~ RRO~ , .~~_~
ORAwes ECS raatoRrA~ .,, wwn
OEVCx60 ' ' 160
CHECNEO 4AL VER^CAL EZ
RRa. ucR, u.c "" : a tt
srAms~. preliminory Design `~`"

5100' CAPE FEAR
RIVER WIDTH
PLATFORM
L1N ` I~pr{ t15 tIN un 60ARDWALK CROSSING
`"0 (SEE SHEET E12)
,' '6. un tr
v`
RVER (SC) `~ `~ E' ~,IAAEIN a RIVER (sc)
_ p ~ Uf62r
APPROXIMATE HIGH 1O ;,~ t"n ~~` ,USj b1166
WATER LINE IS ` , i '
PROPERTY LINE ~ ~ t Lu~A. ~~ ~'`1, ~ 4 u°° uor 179r ~! ~
^µ Vp `la,. /pi 1 °~= ~1 0 4 re :j . n r. . r'~+.~Vp~
HIGH a l_< b/ ~ alp \ GEWNG /, J - x e~ ~ (me tJDI yl° ull L21
GROUND 1w uu 2, `/ ~ \
L r °s
Ls6 L1°° '1 ~ t*1 v ~ \ \ a1 RAND .. n~ /"_ M
L ~ E
A \ .` / 4, ~ # ,~ `~~ \ \~ /gyp` w 404 WETLMJO. E .. 1
~~ ~ ~ ~ I b~ J' ~ \ ' ~ ~ ~ EXISITIYC CULVERT TO BE RfiMOVEO z 1 1 e j ~~ 1/
e ~ / NORMAL ~OW ` ~ \ ~ Y ~ 8 r
•- .~ ~` \ / . ~ UMBER PECK BRIDGE t L. ` ~ `/
~~WATER I~JE ~ t' \ ~ 19Jr' / • A sCONNECTION L?0 UPLAND IIDCKET , •~~ /
`' r ° ~ ~ ¢y>r°` ~ ~°'°~ Nb °(~A1AA 1.11NDA APPROVED 10/OB/O7) ° r N S ~ ~~ ~ I
I / ~~ N ~ \ 1 ~ ~ ~~ I I~
• RAMP- UP' T-8.3X / ~ 4 ~ ~ I ~~ < + ~ .. ~ L
e .~F .•'~'° ;NO ALHIDH S Q~, ~ {d' l ~~ t t .. ~ ~Ny~ \ /.
+' '6. kTER. LANE /J ~ K ~ ~~;. cao `' _ e 1 J
a. - ~ ~
N 60AROWALK' CROSSING ~ ~.r ~ 3 ~ 1 ~"~ c ~ •
P ~ ,s °
r. (SEE~SHEET E12) rY ~ 1 ze. :/ ~~ ~ /~'~ / / ::. ~_ 1: f ~ ~ ~`NI•°~c a ~ ° Y v N /
~ RAMP=U Ai 8.3R„ °~ 6~1' e / N~ ~ ~ 9W Fr~~..-_n6t /~ \~ / I ~ y b ? r III
. v / k Y `~~ ~ ~*N w - ° /'P°,, K '. - -~ 1 ~`PRO`o z/ze/DT) ~ ~ 3' I / g~.,
~Wr~~I .. " N b. .. ~- \ RfTNWNC~
` S e~/ ~~~~ ~ ~ 2 I.ely ' ~ `' `~ r; ~ + ~ v 3< }0 ~ / ~°J ~ ~ I _ nTl~l O
4 1 ~ U / ~ E l; ~ .. RF7AMING e. I~ ' ~ ~ ~ ~ ~ f fJ 01
.. 1\ N f ~ (f ~ KC .. .. F ` L~ 'e t .. ~ i.• ~ N~ ~ F T _ l 111
f/ e Rr'rAwwe wiiu. ~~
•~ \ ~+~, 1• ^ r m PROPOSED .CULVERT _ .. 1
e` j /~= GP2`' /~ `` « ` .:, ~ ~A ,NIA `J ° k1 • `, N. ,' ; A ~~ ~ I m
r- .. 4 % / 0 ~ ~ ~4. COASTAL WETLAND ~ ° . r kerAUVUC wAU :. R6rA1wNC Nlluu , c ~ +~ TREE SAVE AREA ° ~ /' k II
r p ~ 3 Sw ~1 I PICNIC ctir . cA °~~ E e ~ ~. 1. .~(T1P.) > y/ /~
C r .. / ~ i ?e AREA ~~ a ~ .. ~. .. ~\ ° 1 ~ - .. < I I I
L F' \ R[7AI~WG
~ - •~\ wAu
A ' t N !!KAYAK LAUNCH // ~ , /~e• ,. e` 1, 4b4 iAETLANO ~~ I 1 , -.r c= '. ~ y A I.
L I ~ `SEE SHEET E73 ._ ., , ~ s - ~ E ~ + ` Y ~/ '~
21,8 t Y I I Y /1: .. ,. :yr
L ~ ~~ ,t14" , ) ~/ , BOARDWALKS k ,uai
~A (/
~' E ~ (`
Q „ I / `47' I WN1y ~ 91N9 ~L116t /. 4 .2 RFfANNNC WALL k \ ~ 4 k1 1~ h
7 I r ` ~ I x / a 1.
I / / ~ •~ eI .. a 11 RErAIWNC ~ L o w. ~ 1. I•.
/\ A
/ yl / / `Y w 2< ~ ~ FY ~ Ik
I L 1 t It
y z ~ \ \ , ` . I I `PO(7L A[3EA - -. r
Y ~ I I 1 1.
O C \ ~ E
(~ L :: ` AE?AwNNG W.UL _ ". `~. \l1
3 R ~ e ~ T
\ :RETAIhYNG•WAf1 L L ~
~ Je r' - 1 - , /T - I CLUBHOUSE a ~. ' 1 1 ~ I
03 i rANiWG'NAll; / ~ I(IITM'AIIE - 1
0
0 ~ I t ._ - - - - .~ E~IA' - - - - -'__'"629"49`_... r- ~ -- - -
Lp _ S - - - - ~ 6.38'
- .59 TOTAL} c -,_ --
r
~;r~~ j ~ L~~$
oiv~s~oN of
7l
ri
_ ~ -
- - ' i ~ - - / ~ - - /. I m - -
i~j~ /n, ~- i"~~ i 160 r 0 160'
COASTAL WETLAND LINE TABLE
UNF LENGTH BEARING
rn 1X.20 •7 M
CR 16.7t 'N
~n s1,u .
CWI ,555 I L 1'
Cw K.)1
cA6 u.N 1 •u•r
CN/ µ,62 i '
cw llsz •,°•
Cw 71.76 N 29' 'E
rn6 w.N
1
rnl lt.67 ~
•
rn2 )S67
rn! 19.,3 5 •
rn1 7848 }
rns .9.11 1n' •w
rnfi 60.% N9 I' 'w
rn/ w.71 n Y'w
me a.se ] . ' •w
rn9 19,39 {• 'µ'w
c179 n.n y .w
Ewlt 1.36 ' I
Cw72 72.06 •1
CT1J 25.% tsw Y
Cw11 u7s w
CRS 1566 '1 2'E
CNlfi 71.73 111 '
CR1 21.59 4 ]
CN71 11.1° w 1'N
cNn 9.ec 'x 119
CN]0 70.]7 N7 •
cNn 7:.1
,
Cw31 25.N 7n
'w
LY31 20.61 'N'N
nN aee a r.:
ass 19.M I I '
CN76 30.6 ] ITY
01931 119{ 7
EwJe z7.m

L'w]9
2e.w ;
1'N
C1N0 19.10 16'
CNII uu N z •:
0612 21.70 1 •
as Tau .
CNµ 11.37 N 1'
Lws zo.zs '1
CN16 N.55
cw] 76.e1 n Ir
rw11 509 1p' N
CN9 -1°.53 1'
6150 .75.87 1y
Cw51 79.90 NI Y
0152 2216 '
CwSJ 26.16 t '4 '
CN51 xiu x " '
CN55 29.{3 }
CN56 20.9!
Cwi 7578 1)'
crs ss.e0 r
[w59 N.a N i
L1160 ]211 141'i
CM61 2141 Iq'
Cwt 2506 l1' 1Y
Cw! 11.5] '
C'A61 41.% 1' 1'
cw6s 75e7 w•
Cw66 9.e7 t O'w
CKl 60.10 1' 'W
0161 13.31 I'
01169 N.95 1 1 'W
CM/0 1.}7 I I'
MI 5211
CNTI 21.95 NT 1 '
CR! xi81 N 1 'w
rn1 v.]z N611'w
Cw3 1573 N 'w
Cw/6 79.70 N I'
CR1 10.60 •1 'N
me nw x n rw
0/19 11.16 1 µ
Cw0 73.81 '
Cwt N.w 1 'N
Cwt 76.70 1
'N
Cw] Je.19 ;
'
CNN 37.°1 1 1 Y
Cwbs 19.16 ~ r
Cwe6 IS.15 ,
Cwr M.% n •'
CM61 JSN '1 µ'
Cww 37,15 t' I'
Cw0 31.07 }
Cwl ]L56 1 I' '
cwt r6.%

CN-7
s:.72 ;
Cwt 37.76 I '
Cw5 1217 •
CN% 79.61 •
Cw/ 3596 r 11'11'
cwe Nto 1
CN99 739] N '
rnw II.SS NI 1'
rn01 µ.S1 N I'I1'1 '1Y
rn0I lil] N 1 'OYN
rnOJ 5°.01 NI N

rn05 55.52 N r 't w
rn06 µ.O7 N ^N
rn07 54.06 N
rnoe 1]19 Nv'
rnw 72.w N41 'w
01110 31.79 N '1 'N
rn11 13.01 ' 1'IrN
rn12 19.97 NI
rnu nw a ,• .
rn11 2626 r 'W
01113 79,38 SS61 '21'
320'
SCALE: 1 "=160' (Horiz.}
T
WATER LINE TABLE
LME LENCiH BEARING
w.i 2{66 ] IT 'r
K3 n.sl r
I
N.J 271s r
wt1 11.93 Net' '
wt5 Jt.fi NI
w6 11.55
N.] 7].66 N
me ra,6 r
ML9 61.59
xLl9 zve , r rw
NLfI ISB! 1 ~ 'r
95u uul r .:
ALIS w.v N '29'E
W.11 1.9t '
ML15 Il.OJ ' 1'
NL16 2].21
wtn n.s7 N 1' 'N
N.18 S19 NI '{ 'N
9A19 )0.2s N4T 1' 7'w
wxi 15ss 'w
wul 31 N 1 '
wLU 7581 Nt '15'N
wLU 9.m
rAZ1 TN •i,y
wL15 972 N7' '
Nl% 14w N11'N 'N
wE27 2216 ]
w~ze zaefi r4
nz9 µ.s6
Y
W]0 75.)7 '11
KJI 1533 1'1
wU7 ,9.16
8111 51.91 '
wtN z..o0 wl
rAJS 9v 1
NL.16 R }I 7 41
Nu] 701e 111
w,3e w.e1 1
wV9 61,73 •{ 1'
rAw ,1.oe 1
1511 186 1' Y
wrz z5% n
YA41 2190
1Kµ 7210 I' 4'
IN45 17.81
INw ]572
w111 2571 r .
NlM 2180 )111' 1'
M.19 N!6 r '
w30 % 11 ', 1 '
M.51 5159 '
NER 51 3t N 1 11'
163] ]0.06 µ '[
w51 21.92 I I'
Nss 1x09 ',
NL56 %.O6 N 1'
w3] ;0566 N 1't r'N
N.58 063fi '{I'w
wL59 109 J2 N 'w
w.e° 6951 N ll' '

Xlet
106.60 M
N1 1! '
wL81 w fi] 51'w
NL67 101.95 ]]{ •w
wlN 121.w N r 'w
'M65 IJ.S Nt YIYw
wt66 e5N N+s ' rw
COASTAL WETLANp LINE TABLE
UNE LfuGiH BEARING
CM16 15.08 1' ,w
rnP S0.]
rn16 50.61 '
rn9 ss.w vw
rn30 36.N
rnll 19.51 NO' 'w
rn31 ze.zs ' rw
rn23 7x.41 I w
rnx Ss.93
rn2s n.ls
rn16 11.e2 ,
rn71 1211
rnle s9.% 11 r
r
rnz9 7a.u j
rnw 10.e5
rnSl 16.,3 W'1
rn!2 1210 Iw ' '
01'137 2].93
rns< 2581 •
rn3s 1e.e0 N,
rnX z3R wr ' .
rnJ1 %.10 N21 ^N
rns1 13.51 1 'N
0619 %]I N
LEGEND
PS PUMP STATION
- - - COABTAL WETLAND LIMIT
- - 104 WETLAND LIMIT
,. W „ w WETLANDS
EN
,wA< N~
V r Watermark t.onding °A>F. ~ zoo BCALE ^`
v~C~~~ New Honover County, NC NCE9RGS 1 .2w-0006
Watermark New Hanover, LP 6RANN EC9 NN91=GN,w .~
OESrcl+EO r .160' N.
~" "°"" F`°"' B"°°` 8450 Falls of Neuse Rd -Suite 202 E9 NAG NE9nGL E3
Wminglon, North Caoino 28401 Coma Major wR01 YCR. NAG NA
Phone: (910)31}_1048 ,Fox: [phone] Raleigh, NC 27615 3 ar n
AAp002667 EBOOOeA91 Site Plon 9rANi NwwN
Preliminory Design
mckimcree5com

5100' CAPE FEAR
RIVER VADTH
PLATFORM
BOARDWALK CROSSING
(SEE SHEET E12)
R VER F(SC)
APPRO%IMATE RICH
WATER LINE IS
PROPERTY UNE /
i~~
< < ` k k y l
c. ` ° X < i [
a e k " ~ k; F X
k
k RAMP-U~ T,.B.
+ ~ :.
" a ". a 'i
` x BOAROWAL~ CROSSING
QSEE, SHEET E)2)
,~ ~ a ~ RAMP=U
k .
t ~ \ , ~ ..
~, `~~ \~k `` c`
1
i. `~
s .~~ /,
• kA~ / i
i. ~ ~ t
" t: ~ 3 SD
. ~~~ !/ 2e
/KAYAK LAUNCH
~I" `SEE SHEET E1~) L
~ ~ f2 ~ 2~3'~"
. ~ ~ ~ ~,~.
I / 3
II I ~ ~~ ~~
- - .;~~~
_ -, m.,
I' II ~
~I
rn --- f
NOTES
1. WATER AND SEWER SUBJECT TD NEW HANOVER COUNTY
ENGINEERING APPROVAL.
2. A PERMANENT "BLANKET" PUBLIC UTILITY EASEMENT IS
REWIRED IN ALL AREAS OUTSIDE OF INDIVIDUAL BUILDING
PADS PER NEW HANOVER COUNTY STANDARDS.
3. All SANITARY SEWER MANHOLES PATH RIMS LESS THAN
10 FEET (tOD YEAR FLOOD ELEV.) MUST BE WATERTIGHT
RING AND COVER.
a. WATER ANO SEWER TO BE PROVIDED BY AQUA, NC.
5. waTER k SEWER PERMITS HAVE BEEN ISSUED FOR
PROPOSED IMPROVEMENTS.
LEGEND
PS PUMP STATION
OS SSMH
FIRE HYDRANT ASSEMBLY
-iw- FORCE MAIN
-55 - 8" GRAVITY SEWER
-w- WATER MAIN
~ BLGWOFF VALVE
--- COASTAL WETLAND LIMITS
- - 404 WETLAND LIMITS
W ~. ~ WETLANDS
111
- - z
160' 0 160' 320'
SCALE: 1"=160' (Horiz.)
Watermark Londing OAIE: EEB7°°E SCALE ~`"`""°
°MMN E°5 nIX°ICNU~
New Honover County, NC °"°"°' E A:°'-°°°`
°CPGNED I' . Ip°'
CXECIE° ~AC ~A~A~ E4
Como Mojor °~'~ SAC "" ~ a tt
Utility Plan SANS preliminory Design "~°'

i~~
~ ~ ~ ~l~.
` ~
t
x ` y K
` ~. r i e
a ` ~ ' E
c v. x • ..
t RAMP-UP~ T, B.
~ ~ ~ BOARDWALK' CROSSING
4 _ (SEE.SHEET E51)
< RAMP=U
t ' , a. i
1 { T c s
`` ~ 1 `\
l ` l''\
Yc t' j /~
6 \ / I
e, R ° is ~ 3 Ve
- c ~ ~ Ze
< ~ _~
' ; KAYAK LAUNCH
J~ /(SEE SHEET E1J~ j
<I / R
3
' / Z Jr
~/ /r+i ~v
CAPE FEAR
RIVER (SC)
APPROXIMAiE HIGH
WATER LINE IS
PROPERTY LINE i
PLATFORM
BOARDWALK CR059NC
(SEE SHEET E12)
i
j.N~W~~~~J~'~~; ..~>~r~ J
7 ~ }4~';~ 1, ~)~
aoa7 ~ ~ W ;tu,
~ ~ I ~~ ~`i ~"~I ''~ I
I'' l
~.. d
NOTES
_ LEGEND
PS PUMP STATION
- - - COASTAL WETLAND LIMB
- - 404 WETLAND LIMB
„ ~ wETtaNDs
FILL AREA (AVG. EL ta)
i. ALL FILL AREAS WILL BE CONTAINED BY
VINYL SHEET PILE RETAINING WALL.
2. EROSION CONTROL PERMIT HAS BEEN
ISSUED FOR PROPOSED IMPROVEMENTS.
Z
160' 0 160' 320'
SCALE: 1"=160' (Horiz.)
• Wotermork Londing o.>E. ~z~ scALE ~`"~~'°'
°I1A1M ECS NdIRMi/.L
v~IQM~CREE1 Watermark New Hanover, LP New Hanover County, NC OESGUE°, ~ a~ ~`"°
i' . IAC' ou
143 "ath Fro°` Slr°°` 8450 Falls of Nevse Rd -Suite 202 ~NEPtE° ~w >~~L E5
Wlminglon, North Corolino 28aDt
Phone: [phone] ,Fax: [phone] Raleigh, NC 27615 Coma Mojor ~4 wrA. ~u Hx s«v
""°°°"" E°°°°`°" Fill Plan
~~ °"°'"°° o"R sl.rus Preliminory Design `"°
.mckimeree8.com

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I II
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TYPICAL VINYL SHEET PILE FRONT ELEVATION
NOT TO SCALE
z
W
LL W
© 0 t3
N ZZ
•-- ~ Q
N ~~
~ ?Q
~- ~ F-
Q
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TYPICAL VINYL SHEET PILE SIDE ELEVATION
NOT TO SCALE
TYPICAL VINYL SHEET PILE TOP PLAN
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srw.
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v
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ih Fr
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ar
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Phone: (910)}a}_1048 , Foc: [phone]
AAOODZ66/ Eeoaosa9l

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Wotermark Landing °"'_' rta Zooe SCALE 1YLrt`""B°
ngnZW tA~
New Hanover COUnty, NC 40E vAOJ ' Aze9-ooaD ~~
Watermark New Hanover, LP oE~~EO `~ ~°i ro uA~ ~"
8450 Fa!!s of Neuse Rd -Suite 202 CrlE=KE° YA° ~RnG~ E6
Ralei h, NC 27615 Como Mojor RROA YGG. YA° YA B a„
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CAP

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RAIL, TYP.
POST, TYP.
L CABLE (T.B.D.)
CURB, TYP.
JOIST, TYP.
BEAM, TYP.
.R PILE, TYP.
"x12" CAP
"x4° RAIL, TYP.
'OST, TYP.
CABLE (T.B.D.)
;URB, TYP.
VG, TYP.
~ PILE, TYP.
,~ ~
~'~ lU
~~.~. o ~
~~ ~ ~ ~
'~ 0~
t ~ ~ ~~
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i i ~
i i i i ~ a~
i i ~
TYPICAL BOARDWALK ELEVATION o
U
NOT TO SCALE
n., ~.~
V Wotermork Londing
V NICIQM~CREED Watermark New Hanover, LP New Hanover County, NC
vz« "°"" `'°"` sr"" 8450 Falls of Neuse Rd -Suite 202
wim;"yi°°. "orln c°~°rnc 28"Dt Como Major
an°"e: (9to>3+3-toa8 , v°.: (9io)zst-azaz Raleigh, NC 27615
~,°.~ ""°°°'~' ~°°°°°°' Boardwalk Details
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wcE aaa. " u"s-ooac
OXAxN CCS
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TYPICAL BOARDWALK SECTION

Bx
8x12 5
BUTTE
I I
ABUTMENTS AS REOD 20 TON PILE NP. ~, j
EY SITE CONDITIONS. `Y'
>SON STRAP
H SIDE Of PILE CM
12x12 PILE
(N0.1 SYP)
CONTINUO'
NO SPLICE'
7XB BRACE
IF PILES EX
Tt ABOVE
NOTE:
CURVE
SCALE:1l4" =1'
~Bxit RAIL
I I ~ I I
I 1 EXISIT]NG I I
~'1/'' GRADE `~
I I I I 1 I MARSH
I I 1 1 I I 20 TON PILE TYP.
L,~ ~ u~ A8llEMENTS AS REQUIRED BY
SITECONOITIONS.
BRIDGE ELEVATION
NOTE: BRIDGE IS CURRENTLY PERMITTED PER N0.07.063 (1015!07)

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LEGEND
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--- COASTAL WERAND LIMfT
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LEGEND
--- COASTAL WETLAND LIMIT
4D4 WETLAND LIMIT
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W SAW 2001-1253-065 (PRESERVATION DOCUMENT CAPE FEAR
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v C ~ ~ ~~ ~~~ ~ OTHA-HERRING TRACT -
v,M K I M~ C R E E I, I W HANOVER COUNTY, NORTH CAROLINA
243 NORTH FRONT STREET ~`' ~~~~ ~ 4 200 l SEPTEMBER 30, 2005 .
WILMINGTON, NORTH CAROLINA 28401
[phone] CQ~S ~~~JJSi~;.V; ~~ ~
INTERNET SITE http://www.mckimcreed.cam A ~ ~ ~(~~A G ~ M ~N 7
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5
_ MHN (4.43' 1
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2
_ N6VD29 (1.42')
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_ MLN 10. i5' )
O _ MLLN 10.00)
-1 LJ
VERTICAL DATUM RELATIONSHIPS
RELATIVE TO MLLW (MEAN LOWER LOW WATER)
ELEVATION INFOPl1ATIDN FOR NOAA TIDAL
STATION 665-8120 LOCATED IN NILMINGTDN,
NORTH CAROLINA ,1963-200! EPOCH
SCALE 1"=150'
0 75 150 300 450
NOTES:
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND
REFER TO LOCAL MEAN LOWER LON WATER (MLLN).
WILMINGTON NC TIDAL STATION 8656120
PROJECT SURVEYED WITH McKIM 6 CREED SURVEY VESSEL
'HYDRO PNILLIE', ON SEPTEMBER 30, 2D05 USING DGPS
FOR HORIZDNTAL POSITIONING, AND 200 KHZ
SOUNDING EQUIPMENT. HYPACK SOFTWARE VER. 6.2 WAS USED
fOR DATA COLLECTION AND PROCESSING.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN
ONLY BE CONSIDERED AS INDICATI1lli THE CONDITIONS
EXISTING AT THAT TIME. BECAUSE THESE CONDITIONS ARE
SUBJECT TO RAPID CHANGE DUE i0 SHOALING EVENTS, A
PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON TFE
INFORMATION PROVIDED HERE.
THE LOCATION OF WATERFRONT STRUCTURES AND SHORELINE
SHOWN HEREON ARE APPROXIMATE AND ARE SHOWN FOR
' REFERENCE ONLY. AN ACTUAL LAND SURVEY WAS NOT
,~~. PERFORMED TO LOCATE SAID STRUCTURES.
s~~ ~ PROJECT # : 04289-0006
rd~ PRDJ. SVYR : TJC
,```~~~ DRAWN BY : TJC
COMP. FILE : VH101-042890006
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