20041713 Ver 1_401 Application_20050125

WARD AND SMITH, P.A.
ATTORNEYS AT 1,A\w
January 24, 2005
VIA OVERNIGHT DELIVERY
Ms. Cyndi Karoly
NC Department of Environment & Natural Resources
Division of Water Quality
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
RE: 401 Water Quality Certification
Dolphin Ridge and Royall Oaks Subdivisions
Emerald Isle, North Carolina
Our File 860233-00007-001
Dear Cyndi:

DRANK 11. SHEFFIELD, JR.
[phone]
Pax [phone]
rhs(a)wardan(lsmith.com
DN 17/3
[)AYM ENT
RECEIVED
°G/?????Il? D
D
JAN 2 5 ?Ong
WETLANDS AND STORWATEMWATER BRANCH
Enclosed for your review is a Mitigation Plan for Lot 113 in the Dolphin Ridge Subdivision.
Please consider this Mitigation Plan to be a supplement to the 401 Certification Application
previously submitted to the Division of Water Quality for Lot 113. In as much as the 404
Application and 401 Application for Lot 113 were submitted in 2002, we would appreciate your
assistance in reviewing our request for a 401 Certification for Lot 113 in an expedited manner.
We further enclose an original and 6 copies of the 401 Certification Application ("Application")
for Lots 9, 12, and 93 in the Dolphin Ridge Subdivision and Lots 6 and 2 in the Royall Oaks
Subdivision, as well as our firm's check in the amount of $200.00 in payment of the Application
fee. We request that you review this Application and issue a 401 Certification for this activity at ?.
your earliest convenience.
We are forwarding a courtesy copy of the enclosed materials to Ms. Noelle Lutheran at the
Division of Water Quality. Please note that we are concurrently applying for a Section 404
Permit from the Army Corps of Engineers for the same lots covered by the enclosed Application.
1001 COLLEGE COURT PO I30X 867 NEW M" N, NC 28563-0867
GUE]'.NV1111r NE\V 13ERN RALIi1GI I WILMINGTON
[phone] [phone] [phone] [phone]
WARD AND SMl'a i, P. A.
Ms. Cyndi Karoly
January 24, 2005
Page 2
Please do not hesitate to contact us with any questions you may have regarding the enclosed
documents.
Thank you for your assistance with this matter.
Yours very truly,
-4?01?wz

Frank H. Sheffield, Jr.
FHS:rlc
NBMAIN\6181 17\1
Enclosures
cc: The Nassau Corporation (w/encl. via Courier)
Ms. Noelle Lutheran (w/encl. via Overnight Delivery)
Clint D. Routson, Esq.
69
SPANGLER
ENVIRONMENTAL, INC.
(qq/7/3
$Now
Land Planning ? Permitting ? Environmental Consulting ? Construction Management ? Expert Testimony
WETLAND MITIGATION PLAN
LOT 113 DOLPHIN RIDGE SUBDIVISION
CARTERET COUNTY, NORTH CAROLINA
Prepared by:
Spangler Environmental, Inc.
224 Fayetteville Street Mall, Suite 400
Raleigh, NC 27601
-and-
3961 B Market Street
Wilmington, NC 28403
January 21, 2005
L(? LI
Paul Masten
Project Environmental Scientist
ON
k g@[Rowffl, N
JAN 2 s ?no5
DENR - WATER (QUALITY
WETLANDS AND STONOTER BRANCH
224 Fayetteville Street Mall, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3961-B Market Street Wilmington, N.C. 28403 tel [phone] fax [phone]-SPANGLER spanglerenvironmental.com
CONCEPTUAL WETLAND CREATION PLAN- LOT 113 DOLPHIN RIDGE .................3
TARGET: ......................................................................................................................... 3
CREATION AREA BENCHMARKS: ............................................................................... 3
SITE DESCRIPTION AND CREATION STRATEGIES: .................................................. 3
Geographic Position .......................................................................................................................3
Site Characteristics ........................................................................................................................4
Topography ..................................................................................................................................4
Soils .............................................................................................................................................4
Hydrology ....................................................................................................................................4
Depressional Areas ..................................................................................................................5
Vegetation ....................................................................................................................................5
Proposed Creation Strategy ..........................................................................................................5
Topographic Modification ...........................................................................................................6
Natural Recruitment of Seed Material .........................................................................................6
Hand Planting of Native Species .................................................................................................6
Creation Area Monitoring ............................................................................................................7
Hydrology ....................................................................................................................................7
Vegetation Monitoring .................................................................................................................7
Appendix A - Planting List ..............................................................................................8
Appendix B - Pre- and Post-construction Topographic Contours ................9
Appendix C - Supplemental Planting Plan .............................................................lo
Appendix D - Typical Creation Area Cross Section ......................................... i l
Figure 1 - General Site Map - Swansboro USGS 7.5 Minute Quadrangle Topographic Map
Figure 2 - Site Soil Map - Carteret County Soil Survey
2
Conceptual Wetland Creation Plan- Lot 113 Dolphin Ridge
Target:
Create wetland biological communities on the site as mitigation for the 3,561 square feet
of planned wetland impacts to occur at the Lot 113 in the Dolphin Ridge subdivision.
We propose 4,165 square feet of wetland creation on Lot 121 as mitigation for this
impact, exceeding the minimum 1:1 onsite mitigation ratio.
Creation Area Benchmarks:
• Establishment and maintenance of water table within 12 inches of the soil surface for at
least 12.5% of the growing season through minor excavation activities to affect
hydrology on a per lot basis. Excavation activities will create three vegetation zones - a
Facultative zone at an elevation one foot above the seasonal water table, a Facultative
Wet zone at an elevation six inches above the seasonal water table, and an Obligate zone
at the elevation of the seasonal water table.
• Natural recruitment of seed material into each zone according percentages and densities:
1. Facultative zone - 75% plant species with a wetland indicator status of
Facultative or wetter and 25% having Facultative Upland or drier status to achieve
a total aerial coverage of 75%.
2. Facultative Wet zone - 25% of plant species having a wetland indicator status of
Obligate and 75% having Facultative or wetter status to achieve a total aerial
coverage of 60%.
3. Obligate zone - <50% of plant species having a wetland indicator status of
Obligate to achieve a total aerial coverage of 40%.
A typical diagram of these zones, the anticipated vegetation types and excavation slopes
is included in Appendix D.
• Supplemental planting of hydrophytic vegetation as defined as dominant (greater than
50% basal area for tree species, 50% aerial coverage for herbaceous species) of species
with wetland indicator status wetter than FAC to be performed, only as needed, to
achieve the wetland species indicator percentages and aerial coverages listed above.
Site Description And Creation Strategies:
Geographic Position
Lot 113 in the Dolphin Ridge Development is located on Outrigger Court, on the barrier island
that includes Emerald Isle, in Carteret County, North Carolina. The site is located approximately
0.8 miles west of NC Hwy 58, 1.7 miles east of Bogue Inlet, and 1500 feet south of Bogue
3
Sound. The site can be found on the Swansboro USGS 7.5 Minute Quadrangle (general site map
in Figure 1) and on Carteret County Soil Survey (soil maps in Figure 2).
A single-family residence borders the property to the north, undeveloped wetland borders the
property to the west, and undeveloped parcels border the property to the south and east.
Site Characteristics
Topography
The project site is situated in the area between the elevated ocean dune and low marshland
adjacent to Bogue Sound. The site is mainly comprised of inundated wetland, but a small
amount of flat upland is present on the east border. Elevation on the site is approximately 5 feet
above sea level.
Soils
Soils in the low-lying wetland areas have dark surficial layers, while those in the elevated dune
systems have a much lighter surficial layer. Munsell color generally ranges from 2.5 Y 2.5/1 to
5YR 5/1, and the thickness of the surficial layer ranges from approximately 4" to 12". The layer
below the surficial layer displays a more narrow range of color. These lower soil depths key out
on a Munsell chart between 7.5YR 4/1 to 10YR 3/2. It is the first subsurface layer that is most
useful in determining the presence or absence of hydric soils.
According to the publication, Hydric Soils of the United States, and the Carteret County Soil
Survey, the Duckston series is the only recognized hydric soil series on this site. The upland
soils series that is present on the site is the Newhan-Corolla Complex Series.
Hydric Soils information:
Duckston series - This soil is generally described as being nearly level and poorly drained on the
Outer Banks in troughs between dunes and on flats between the dunes and marshes.
Permeability is rapid, and is medium acid to moderately alkaline. The water table is usually one
foot to two feet below land surface and fluctuates somewhat in relation to the tides.
Hydrology
The presence of wetland hydrology on this site is likely due primarily to precipitation and some
subsurface flow into the depressional areas in between dunes.
4
Depressional Areas
The depressional areas located on Lot 113 can be found between dunes throughout the
subdivision. Some of these areas do not seem to have surface hydrology throughout the year, or
have very little, while others appear to be inundated throughout the year. The depressional area
on this lot is inundated throughout the year, extends west off of the lot onto adjacent properties
and comprises the majority of the lot.
It is likely that the wetlands on this site are fed by precipitation and subsurface flow, although a
thick mat of floating aquatic vegetation impedes surface water flow through the property.
Vegetation
The majority of the site has floating, aquatic vegetation present. The small upland area consists
of herbs and low-lying shrubs. No evidence of alterations to the natural vegetation was
observed.
The Interdune Pond community is described as being depressions in active or relict dune areas
on barrier islands, where the soils are not generally mapped and the surrounding and underlying
substrate is sand or muck. These areas are permanently flooded to intermittently exposed.
Vegetation in these communities are often floating or submerged aquatic plants, depending upon
depth of water, but can include Azolla caoliniana, Ceratophylum muricatum, Limnobium
spongia, Riccia fluitans, Ricciocarpus natans, Spirodella polyrhiza, Lemna gibba and others in
deeper waters, and shallow waters and intermittently exposed area have various freshwater
marsh species, such as Thelypteris palustris, Leersia oryzoides, Eleocharis baldwinii, Typha
angustifolia, Setaria magna, and others. Pond margins often have borders of Salix nigra, Acer
rubrum, Cephalanthus occidentalis, Nyssa biflora, Rosa palustris, and Decodon verticillatus.
The hydric soils of these communities are often overlooked during mapping, and is most likely
the cause of the project site not having any hydric soils mapped.
Proposed Creation Strategy
The wetland creation area on Lot 121, proposed as mitigation for the impacts on Lot 113, is to be
an extension of the existing wetland community found on Lot 121. Accordingly, the excavation,
grading, and plant choices for the creation areas will be done so as to reflect the hydrological and
vegetative conditions of the adjacent existing wetland. The Interdune Pond Community will be
used as the target Community Type for this project.
5
All on-site work will occur under the direct supervision of the wetland scientists, soil scientists,
and engineers that have been responsible for the Restoration Plan and Wetland Delineation.
Topographic Modification
The topographic adjustment to the upland area adjacent to the existing wetlands is the first step
in the creation of these mitigation areas. The exhibit showing the pre- and post-construction
contours of the proposed mitigation locations is included in Appendix B. Reference monitoring
wells have been installed in uplands near the existing adjacent wetlands to provide the water
table depth to guide the needed depth of excavation. The transitional topography of the
upland/wetland boundary of the existing wetlands will be mimicked in the excavation of the
creation areas (i.e. 3:1 slope down to existing wetland boundary will correlate into 3:1 slope
down to creation area boundary). The existing, adjacent depression areas will form the model
for the down slope topography. In this manner, a natural topography will be created, which in
turn will encourage natural wetland conditions.
Lowering the elevation of the planned creation areas will result in surface and subsurface soils
being exposed to the water table and reducing conditions, that will, over time, result in hydric
soil conditions comparable to the existing adjacent wetlands.
Natural Recruitment of Seed Material
Because healthy, diverse vegetation communities are present in the existing wetlands adjacent to
the creation areas, natural recruitment of the native seed material will be used initially. This will
be done by simply allowing the existing plant species to migrate into the creation areas through
natural means of germination and root stabilization.
Hand Planting of Native Species
If natural recruitment does not meet the success criteria stated in the goals of the Vegetation
Monitoring within three years of the completion of the creation areas, a cover crop of low-
growing herbaceous and woody wetland species will be planted by the end of the growing season
in order to attain the vegetation success criteria. Planting of bare-root seedlings of species,
identified in Appendix A, within the creation areas should commence in March of the next
growing season to allow maximum time for establishment during the first year's growth.
Planting locations for each creation area are specified in Appendix C. Such supplemental
planting shall be performed to achieve the wetland indicator status percentages and aerial
coverages listed in the Creation Area Benchmarks. The planting lists for each specific creation
area were based upon the species identified in the existing wetland areas adjacent to the creation
areas.
6
Creation Area Monitoring
Hydrology
Goal: Reestablish and maintain wetland hydrology, as defined as a water table at or above 12
inches in soil profile depth for at least 12.5% of the growing season for three successive, normal
rainfall years.
Shallow water table monitoring wells have been placed in upland areas adjacent to where
creation will be performed and will be examined at three times during the growing season and
one time outside the growing season. Monitoring will commence at the beginning of the
growing season that follows the completion of the topographic modifications. Data obtained
from the United States Geological Survey (USGS) and/or National Weather Service will be used
as reference for calibrating rainfall to water table depths for normal year.
Vegetation Monitoring
Goal: Create vegetation densities similar to those of the existing, adjacent wetland areas used
as reference for wetland creation areas. For the Facultative zone, an average stem count of 60-
70 woody stems/acre and an aerial coverage of 15% of herbaceous species. The percentages of'
wetland indicator status of species within this zone will be 75% Facultative or wetter and 25%
Facultative Upland or drier. For the Facultative Wet zone, an average stem count of 30-40
woody stems/acre and an aerial coverage of 40% of herbaceous species. The percentages of
wetland indicator status of species within this zone will be 25% Obligate and 75% Facultative or
wetter. For the Obligate zone, an average stem count of 10-20 woody stems/acre and an aerial
coverage of 35% of herbaceous species. The percentages of wetland indicator status of species
within this zone will be 50% Obligate.
The vegetation in each zone of the creation areas will be monitored on a quarterly basis over
randomly chosen sample locations (utilizing a random numbers table and grid system over the
restoration areas) that cover at least 10% of each individual creation site. The aerial cover and/or
stem count will be quantified as well as the wetland indicator status of the species within the
sampling location. Additional notes will be made on the general health of the vegetation and the
extent to which the sampled location is representative of the creation area in general.
Monitoring will be performed until the success criteria goals mentioned above are achieved and
maintained for three successive growing seasons.
7
Appendix A - Planting List
All plant species are bare-root seedlings unless otherwise specified
Dolphin Ridge Lot 121 creation area - Interdune System
Acer rubrum - 3
Magnolia virginiana - 4
Persea borbonia - 3
Salix nigra - 3
Myrica cerifera - 5
Osmunda cinnamomea - 75 (1 / 15 sq ft)
Saururus cernnus - 25 (1 / 15 sq ft)
Solidago sempervirens - 55 (1 / 15 sq ft)
Cephalanthus occidentalis - 40 (1 / 15 sq ft)
8
Appendix B - Pre- and Post-construction Topographic
Contours

Dolphin fLdge Lot 1 2 1 W,,pt- A-
n F-t-j W,11-d
® Creation Area
i
/ \\\

0.5

i

0.5
1.0

1.0
i--?.? PrcconstrucUon Contoure
-?? Postco nstruct- Contours
0 5 10 20
d ? D
h
Pl
l
R
d
/R
l) O
k M
t
t 224 Fayetteelle 5t. Mall
o
p
i
ge
oya
a
i
iga
ion
an
in
, ? Q t 121 D
L
l
h
R
d
T
h
Y - o
o
p
in
i
ge
opograp
y

Ward 8 Smith, P.A.
• sute?noo
Fo9con?eeoxsa?
0 ° °JPANGLER •Ncz7so2-0387
i
n 0 ? Emerald Isle, North Carolina wpy,yne (D 20015 sq,ymr ?-".Iro. E3- 1 F_NVtP.04MLflIN., uu:. (919)546{Y754
Appendix C - Supplemental Planting Plan
10

Dolphm fLdge Lot 1 21 Mibgadon Area
fiasting Wetlan d
® Creation Area
Mc
Butt u Pb
Mc Sn Lizard Tall
Pb
Ar Mc Mc Ar
My
M
Gol n Rod My Sn
Sn Ar
Clnnam ern
My Pb
c
® Obligate

® Facultative Wet

® Facultative:
RANTS
Button Bush
C -n n Fern
(;olden Rnd
Lizard Tad
Ar Acer rubrum
Mc - My- -f-
My - Magnolia "'J'n na
Pb - Persea borbrmia
5n - 51W nigera
0 5 10 20
d
l O
k M
Pl
D
l
h 224 FayettcnlldSt. Mall
ge/Royal
itigation
an
o
p
in Rf
a

"
?
Q a
L
t 12 I D
l
h
R
d
Pl
t
Pl Ward t Smith, P.A. 5'"t`#0
Po5t01hce8ox367
a o
i
an
o
p
in
ge
an
ing SPANGLER Wleyh, NC 27602-0387

n 8
K
? ?
- Emerald Isle, North Carolina
-pyn9nt 0 2005 5p.91er bm?. Inc.
C- ?
FNVIFOf.'M111411 AI, wc.[phone]
Appendix D - Typical Creation Area Cross Section
11
Obligate Zone Facultatwe Wet Zone I

Water Table
17 Facultative Zone
.5'
>50% Obligate 75% facultative
25%01,1,gate wet or wetter 75'9 Facultative wet or wetter
25% Facultative up

, ? f
l P°'d0ff"Bp1387
Y Typical Pro
i
e

o? I l
h
Pl
D
d
ll O
k M
t
t
R
R a? Ile St. Mall
a?
z
p
l
iga
ion
an
o
ge/
oya
a
i
in Ward t Smith, P.A. 4
?
®
SPANGLER ".14C27602-0387
Emerald Isle, North Carolina copyryht 0 20055pwglu Gmmmierrtal, inc. D- I FNVIRONb7tNIAI, IIJC-(9i9) 546-0754
'AR 11-51E
j' ass?ss,,,????????????---1 '?5 ?• ,av
S zr ? x ?1- •UKl• ghy r
Soo ,OED Jim C

1 n?.r. rz. 224 Fryrottewle 5t. Mail
4 7.5 Minute U5G5 Topographic Location Map Ward 4. Smith, P.A. ®
%10400
roscoxme«387
3 b N - Dolphin Ridge/Royall Oak Mitigation Plan SPANGLER 27602-M7
N Emerald 151e, North Carolina W- I ENVIRONMENra.,wc.(9i9) 54&0754
-CLC
Nd
CN H J /
Nd yD Nd CH CL
mCli Myrtle Island
r
CL
Nd
tJ Nd CL GCL C
{ fi
CL
-r ? CL
m
Chanri¢t_ Co
Sub ea CD r

N. ?-N?`?
Cu
2 rwrl? 224 Fryettewlle 5t. Mall '

N R
a Carteret County Soil 5urvey
Dolphin Rldge/Royall Oak Mitigation Plan Ward k 5mlth, P.A. mm-
Fi? ®
SteH00
5PANGLERRW#.NC27602-0367

? Emerald 151e, North Carolina
oo/y,ylR Q 2005 9payer [rMronnc",lm
ENVIRONMfNi N., IN(,. (919)54&0754
!• y
Ar
km@ffluwr? ,JANI 2 5 ?005
DENR - WATER QUALITY
FIL?'
WETLANDS AND STOWOTER BRANCH
Office Use Only: P Version May 2002
117 13
USAGE Action ID No. DWQ No. a
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: None
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information ! tt!
1. Owner/Applicant Information f
Name: The Nassau Corporation (> (TwED
Mailing Address: PO Box 151
Raleigh NC 27602
Telephone Number: 919-716-7102 Fax Number: 919-716-7290
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Frank H. Sheffield Jr.
Company Affiliation: Ward and Smith, P.A.
Mailing Address: PO Box 867
New Bern, NC 28563
Telephone Number: 252-672-5400 Fax Number: 252-672-5477
E-mail Address: [e-mail]
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Lots 9, 12, and 93 Dolphin Ridge subdivision, Lots 6 and 2 Royall Oaks
subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Please see Attachment A.
4. Location
County: Carteret Nearest Town: Emerald Isle
Subdivision name (include phase/lot number): Please see Attachment A
Directions to site (include road numbers, landmarks, etc.): Please see Attachment A.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Please see Attachment A.
7. Nearest body of water (stream/river/sound/ocean/lake): Bogue Sound
8. River Basin: White Oak River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: These lots are undeveloped residential lots in two approved,
and mostlv built-out. residential subdivisions in Emerald Isle.
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project involves filling of wetlands in three separate lots in the Dolphin Ridge
Page 6 of 13
subdivision and two separate lots in Roy all Oaks subdivision. The project further involves
creation of mitigation areas in the Dolphin Ridge and Royall Oaks subdivisions. Normal
residential construction vehicles and equipment will be used.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to allow
residential construction on these lots as originally planned when the lots were platted and
approved
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
These subdivisions were developed under a Nationwide Permit 26 issued in 1992 in accordance
with an agreement between the applicant and COE. Total previous impacts did not exceed the
Nationwide Permit 26 threshold of 10 acres. A copy of the Permit is included as Attachment B.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No other wetlands permits will be necessary for these lots.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Minimal amounts of wetlands on the five
separate lots will be filled by placing soil and sand in the wetland areas so that the five lots may
be used for the construction of one single family home on each lot. The areas to be filled are
Page 7 of 13
shown on the surveys which are included here as Attachments C through G. Mitigation for the
fill will occur in the subdivisions as further explained in this application.
1. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Lot 9 Fill .0077 Yes PF06b
Lot 12 Fill .0175 Yes PF06b
Lot 93 Fill .0713 Yes PF06b
Lot 6 Fill .0051 Yes PF06b
Lot 2 Fill .0154 Yes PF06b

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Please see
Attachment A.
Total area of wetland impact proposed: Please see Attachment A.
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
specify)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 13
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Please see Attachment H.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 13
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm.gide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
We propose to fill some wetlands on three lots in the Dolphin Ridge subdivision and on two
lots in the Royall Oaks subdivision. This would result in a total amount of 5,105 square feet
of filled area. We further propose to create mitigation areas on two lots in the Dolphin Ridge
subdivision and two lots in the Royall Oaks subdivision. This would result in a total amount
of 5,269 square feet of mitigation area. Please see attached mitigation plan for additional
details. The mitigation plan will expand an existing wetlands area in the Dolphin Ridge
subdivision. In the Royall Oaks subdivision, three currently separated and independent
wetlands will be connected to each other to form one large interconnected wetland area. This
interconnection should strengthen all three of the wetland areas, increase the benefits they
provide and assure their continued existence. The mitigation plan is included here as
Attachment I.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3
2 1.5
Total
Page 11 of 13
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No impervious acreage is present on these sites at this time. The only impervious surfaces
proposed will include the driveway and the roof of each dwelling. Pursuant to the restrictive
covenants of each subdivision the lots in the Dolphin Ridge subdivision are restricted to 3,950
square feet of impervious surface and the lots in Royall Oaks are restricted to 5,214 square feet
of impervious surface.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Please see Attachment A.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 12 of 13
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/ ent's 'g ure Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Authorization letter is attached.
860233-0007-001
NBMAIN\598426\1
Page 13 of 13
1

Juno 19, 2002
Department of the Army
Corps of Engineers
Wilmington, North Carolina. 28402-1890
To Whom It May Concern.
This letter is to authorize Mr. Franc H. Sheffield, Jr. o another member
Sectiof the on Wm*d
and Smith, PA. law firm to sign applications for Corps of
Permits or requests for exemption from permitting on behalf of The Nassau Corporation
with respect to the Dolphin Ridge and Royal! Oaks Subdivisions in Emerald Isle, North
Carolina.
The Nassau Corporation
t
By:
Le s R. Holding, president
The NASSAU C'orporntiun
P O ) pC T C B U t: U 9 D U I . N III r i t 1 D G E • R O Y A L L O A K b
207 lyolpitin Ridge Boat
Emerald Isle. N(; 28594
919.354-4803
I,-ax 919 •354 •5006
*c TOTAL. PAGE.02 sac
A
Attachment A to Pre-Construction Notification Application Form
III.
Project Information
3. Project Identification Number (Tax PIN):
Lot 9, Dolphin Ridge
Lot 12, Dolphin Ridge
Lot 93, Dolphin Ridge
Lot 6, Royall Oaks
Lot 2, Royall Oaks
4. Location:
Subdivision name:
Lot 9, Dolphin Ridge
Lot 12, Dolphin Ridge
Lot 93, Dolphin Ridge
Lot 6, Royall Oaks
Lot 2, Royall Oaks
Directions to site:
537312955580000
537312954296000
537316848465000
537312952937000
537312952767000
Lot 9: Take NC 58 across Bogue Sound to Emerald Isle. Make a right turn
onto Coast Guard Road. Follow Coast Guard Road approximately 1 mile to
the entrance to Dolphin Ridge Subdivision. Turn left into the development.
Take the first left onto Poseidon Road. Lot 9 is at the end of the cul-de-sac on
the left.
Lot 12: Take NC 58 across Bogue Sound to Emerald Isle. Make a right turn
onto Coast Guard Road. Follow Coast Guard Road approximately 1 mile to
the entrance to Dolphin Ridge Subdivision. Turn left into the development.
Take the first left onto Poseidon Road. Lot 12 is the 5th lot on the right.
Lot 93: Take NC 58 across Bogue Sound to Emerald Isle. Make a right turn
onto Coast Guard Road. Follow Coast Guard Road approximately 1 mile to
the entrance to Dolphin Ridge Subdivision. Turn left into the development.
Continue on Dolphin Ridge Road through the intersection of Dolphin Ridge
Road and Green Glen Road. Lot 93 is the 3rd lot on the right.
Lot 6: Take NC 58 across Bogue Sound to Emerald Isle. Make a right turn
onto Coast Guard Road. Follow Coast Guard Road approximately 1 mile to
the entrance to Royall Oaks Subdivision. Turn right into the development.
Lot 6 is on Lord Berkeley Drive. It is the 2nd lot on the right.
Lot 2: Take NC 58 across Bogue Sound to Emerald Isle. Make a right turn
onto Coast Guard Road. Follow Coast Guard Road approximately 1 mile to
the entrance to Royall Oaks Subdivision. Turn right into the development.
Take the first right onto Granville Drive. Lot 2 is the 2nd lot on the left.
6. Property Size:
Lot 9, Dolphin Ridge .4363 acres
Lot 12, Dolphin Ridge .2999 acres
Lot 93, Dolphin Ridge .3497 acres
Lot 6, Royall Oaks .5832 acres
Lot 2, Royall Oaks .3816 acres
VI.
Proposed Impacts to Waters of the United States/Waters of the State
1. List the total acreage (estimated) of all existing wetlands on the property:
Lot 9, Dolphin Ridge .1124 acres
Lot 12, Dolphin Ridge .1720 acres
Lot 93, Dolphin Ridge .2987 acres
Lot 6, Royall Oaks .2316 acres
Lot 2, Royall Oaks .1138 acres
Total area of wetland impact proposed:
Lot 9, Dolphin Ridge
Lot 12, Dolphin Ridge
Lot 93, Dolphin Ridge
Lot 6, Royall Oaks
Lot 2, Royall Oaks
XIL Sewage Disposal
Lot 9, Dolphin Ridge
Lot 12, Dolphin Ridge
Lot 93, Dolphin Ridge
Lot 6, Royall Oaks
Lot 2, Royall Oaks
.0077 acres
.0175 acres
.0713 acres
.0051 acres
.0154 acres
Community sewer system
Community sewer system
Community sewer system
Private septic system
Community sewer system
The community sewer system is operated by the Cape Royall Dolphin Association, Inc.
?46
B

AUG.25.2004 2:51PM

Rfax-IP * Pg 2/5
USAED WILMINGTON
July 20, 1990
NO. 163 P.2
r
Regulatory Branch
SUBJECT: File No. SAW26-90-60, Emerald Shores/Dolphiri Ridge
Mr. John P. McLean
John $. McLean Engineering Associates
101 Kanatee Street
Cape Carteret
Swausboro, North Carolina 28584
Dear Mr. McLean:
This letter is in response to the pre-discharge notification that was
received from you on June 26, 1990, concerning a proposed project in Carteret
County, North Carolina (copy enclosed).
The period allowed by regulation for us to review your pre-discharge
notification has expired. Consequently, your proposed project iS authorized
provided it complias with the criteria for authorizAtion by Nationwide Permit
No, 26,
A separate Department of,the Army permit is not required providing the
work is performed as described in the pre-discharge notification, your letter
dated July 5, 1990, and in accordance with the conditions listed in 33 CFR
330,5(13)(1-14) (copy of list enclosed). Other State and local authorizations
may, also be required,
This verification will be valid until the nationwide permit is modified,
reissued or revoked.' All nationwide permits are scheduled to be modified,
reissued or revoked prior to January 13, 1992, It is incumbent upon you to
remain informed of changes to the nationwide permits. Ve will issue a public
notice a 9vnoing changes when, they occur. Furthermore, if you oommenee or
are under contract to commence this activity before the date the nationwide
permit is modified or revoked, you will hgve 12 months from the date of the
modification or revocation to complete the activity under the present terms
and conditions of this nationwide permit.
Thank you for your cooperation with our permit program.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
MUSE FILE:d£emarald6
CESAW-CO-E/F
CESAW-f "
MAIL 1 IT0.E5
Enclosures
Rfax-IP * Pg 3/5
AUG.25.2004 2:51PM USAED WILMINGTON
i
{
-2-
Copy Furnished (wrath pro-discharge Notification only):
U.S. Fish and Wildlife Service
Fish and Wildlife Enhanoemerxt
Post Office Boys 33726
Raleigh, North Carolina 27636-3726
Blind Copy Furnished (no enalosures):
CESAW-CO-EL/HBOR
NO. 163 P.3
Rfax-IP * Pg 4/5
.2004 2:51PM USA ED WILMINGTON NO.163 P.4
August 17, 1993
Regulatory Branch
Action ID, 199309732
Mr. Sherrell Futral
Route 1, Box 303
pink Hill, North Carolina 28572
Dear Mr. rgtrali
Please refereAcm your July 21, 1993 meeting with Xr. Scott McLendon of my
staff on your property, Lot No. 38, in the Dolphin Ridge Subdivision, on the
North Side of Coast Guard Road, Emerald Isle, Forth Carolina. The purpose of
this meeting waa to discuss your proposal to excavate and clear a portion of
an existing freshwater pond one the above referenced lot.
P4rspant to our letter dated July 20, 1990, and nationwide Permit No. 26,
it is our understanding that the following restrictive covenants have been
igposed upon this subdivision:
In developing the subdivision, the Declarant has agreed with the State of
North Carolina and the Department of the Army Corps of Engineers (pursua4t to
a permit issued by the Corps of &ngineers), to restrict and prohibit any
future filling or other detrimental activities in the wetlands which presently
exist on the iota. Accordingly, all wetland areas shown and delineated on the
recorded plat of the subdivision, which plat has been approved by the Corps of
Engineers, shall be left in their natural state. No building or site
improvements shall be permitted within the wetland areas. site improvements
shall include denuding, grassing, or altering the existing grade of any
wetlands area. No fill may be placed in any watlAnd area. This covenant is
intended to ensure compliance with the permit issued by the State of North
Carolina and the Department of the A=y and may be enforced by the State of
North Carolina and the Department of the Army.
You should be aware that these covenants were promulgated as a condition
of the Department of the Army (DA) authorization to fill approximately 4 acres
of wetlands during initial development of the property and that this
restrictive covenant precludes site isgprovemento that will "alter the existing
grade of any wetland area" The purpose of the condition was to avoid more
than minimal adverse impacts to the wetlands on the site. Accordingly, your
request to adversely impact an additional 5,000 feet of wetlands within this
subdivision is contrary to the restrictive covenants applicable to the
property and the condition of the July 20, 1990 verification. Your proposed
work is therefore not authorized since it would result in greater than minimal
adverse impacts on the wetlands on the site.
Should you have any questions or commants regarding this matter, please
contact Mr. Scott McLendon of ray staff in the Wilmington Regulatory Field
Office, Post Office Box 1890, Wilmington, North Carolina, 28402 or telephone
[phone].
Sincerely,
George L. Cajigal
Colonel, Corps of Engineer
District Engineer
MUSE FILE:FUTRAL
CESAW-CO-EL/Mr--;rE
cssAm--
MAIL P;241
uzww-co-EJ us
s ,
IUG.25.2004 2:51PM
/ r
t
Rfax-IP * Pg 5/5
USED WILMINGTON
-2-
Copies Furnished.-
Mr. John porney
Water Qual4.ty Section
Division of Environmental X4aage>lment
North Carolina Department of
Environment, Health and
Natural. Resources
Post Office Box 29835
Raleigh, Forth Carolina 27626-0535

NO. 1G3 P.5
Mr. Charles Jones, Dietr?at Manager
Dive Sion of Coastal Management
N. C. Department of Fnviro=ent,
Health and Natural Resources
Post Office Sox 769
3411 Atatidell Street
Morehead City, North Carolina 26557
1
C
,Co y 4-
O.I,Kt
B?oor?
Bt.c?K e
opimm
"A60 `1
rACCURALTZ 404
USAC SURVEY APPRO CERTngCAn0N FOR
''s1 TG wMis oertiSos that this oo of this at
the
B`?cK?s
boundary oftha jurlsdicti ofSeodon 404 of the C/an Waw
0404N Act under the present law and tegiletlons as determined by the
OA KY undersigned on this daft. Unless dmn is a dtmge in the law or
our published regulations, this determination of Section 404 d
Jurisdiction may be relied upon for a period not to cmecd five Roe
(S) years ff+om this daft. This detmmiaation was made utilizing C
?- the 1987 Corps of Engineers Wetlands Delineation Manuel,"
(Name)
VICINITY fA.P (Title)
NOT TO SCALE
(Date)
404 Wetland Calls
COURSE BEARING DISTANCE
PL-WL1 S 60' 13'03"W 21.85'
WL1-WL2 S 69'49'26"W 37.92'
WL2-WL3 S 78'54'51 "W 13.85'
WL3-WL4 N 21'43'10"W 5.82'
WL4-WL5 N 50753'32"E 11.95'
WL5-WL6 N 4748'05"E 21.03'
WL6-WL7 N 10731'00"E 39.83'
WL7-WL8 N 08'08' 10"E 13.36'
WL8-WL9 N 2Z59'54"W 33.55'
WL9-WL10 N 5721'07"E 14.34'
WL10-PL N 53*21'07"E 33.52'
WL11-WL12 S 4705'42"E 18.29'
WI12-WL13 S 21'12'43"E .18.81'
WL13-WL14 S 38'28'16"W 24.17'
WI14-WL15 N 01'20'42"E 21.25
WL15-WL16 N 11'38'06"E 12.76'
WL16-WL17 N 5448'28"W 12.54'
WL17-WL11 N 08'59'10"E 8.57'
PC-WL14, N 5652'50"E 47.10'

Poseidon Road
40' R/W
Q
`?cP mss:
.mss, s,
LEGEND
EI.P. IWSTING IRON PIPE
S,/ S. SEr IRON STAKE
f;/W RIGHT OF WAY
MB.S:L MINIMUM BUILDING SE7S4CK UNE
M.B. MAP BOOK
PG.. PAGE
S.F. SQUARE FEET
L CENTERLINE
.M. EX/S71NG CONCRETE MONUMENT
ELI EXISTING IRON STAKE
EM.N. EVS77NO MAC AWL
1M.N. SET MAO AWL
j;_.. ?HN ,¢; d•Da ttiliiNllU/ //
hereby oartft that t>Na ?2
accord6v to
atilt for LaS?tav
Carotissar and that
dim anoroacJvnsente Apid
suruay,
the pp--
? L-30t32 Q;
S IS 0 F'OR^ 0' SUV
• 3 ??
•red Land Surveyor //?iJI(gM}?111
suR D Bs
A127
M,/?, 2a>y?
900
aR`n''' ?
PAOX
xtn o
Goas1 R/\ -?
vow
E I
N ??41'19
o'
50•
51
R

mo.
o
1 WL10 A
VA'SWI
S
F.
0)
0
0-
0-
t`
n
n
(D
V3
N
O
w
0
o..rr 2p• UTIL?? 3 p2'',? 1J
1 2.24 •-r I
NOTES
1.) AREA /9, Oo5 , 3 S,F. y LogRG/NATt?
2. CLOSURE - 1:10,000+ GoHlurwTioN}
3.3 REFERENCE : MR 2a PG 2ZS
4.3 P.I.N.5373dZ-95-5580
5. FLOOD ZONE : 2oNa y[ PER F, /„t , M,
g72a5S73G0./,1YtTE0./utY /L, 2003
E RML MAP RECORDED :14,04 /1- /2,iIPF/
7. THIS PROPERTY IS SURAECT TO ALL
EASEiiIENTS, AGREDNENIx AND RIGHTS
OF WAY OF RECORD PRIOR Tn THE MTE
OF THIS PUT.
Sat vEY Fat;
N1455AL/ cJ9100R14T10 /
P, D. ,BaX 2-764e-7
BALE/GH, /VG 27626 25Z- 672 -,7.
DoT 9, etoc.e yeA Stu 7"V
-Avt?,?/,c./ R/OGFr Sc/e0/1!/S/on/
C -4A-r--R6-7- '14 42-4 4 16 IS4F, NG IM-Wr4-
ICA5
PA=ff rvo.
/ 5?4 ?/UNE ZOD, 1 100//E/ "LoT90R"
.Land Surveying, P.A.
501 W. B. McUan Blvd. - Cape Carteret
!awenab°ro110rth Carolina28584
0
WL9
o wL8
404 WETLANDS
WL.11
7 WL12
WL16
WL15 W1-13 WI-6
N
= WL14 W WL5

.N
0
s
m
j
N

wL7
-40
WETLAND
AREA'
4,559. S.
IP
L4 I
WO WL2
AREA=
336.7 S.F.
0 N1113
rQV1iU.t.01ft5
[!r wu4A'A I 15LOIK- I'5
??? s1T&
? Doti`!
Bt aLk 0Atrf
?-7 sir N
S? 1AU
eAU+ 1
VICINITY ffAP
NOT TO SCALE
f,?CURATE 404 WETLANDS CERTIFICATION FOR
USACOE SURVEY APPROVAL]
"This certifies that this copy of this pat accurately depicts the _
boundary of the jurisdiction of Section 404 of the Clean Water
Act under the present law and regulations as determined by the
undersigned on this date. Unless then is a change in tho law or
ow published regulations, this determination of Section 404
jurisdiction may be relied upon for a period not to exceed five
(S) years from this date. This determination was made utilizing
the 1987 Corps of Engineers Wetlands Delineation Manual."
(Name)
(Title)
(Date)
13
404 Wetland Calls
COURSE BEARING DISTANCE
PL-WL1 N 8737'17"E 3.36'
WL1-WL2 N 34'06'14"E 25.64'
WI-2-WI-3 N 41'30'35"E 24.35'
WL3-WL4 S 64'5752"E 17.30'
WI-4-WI-5 S 01'30'52"W 30.87'
WI-5-WI-6 S 48'08'08"E 15.06'
WL6-PL S 4703'51 "E 25.26'
LEGEND
E1.P. EXISTING IRON PIPE
S I.S. SET IRON STAKE
R/W RIGHT OF WAY
A/ ESL. MINIMUM BUILDING SE734CK LINE
M.B. MAP BOOK
PG... PAGE'
IF SQUARE FEET
L CEN7ERLINE
C. M. EXIS77NG CONCRETE MONUMENT
EI.S EXISTING IRON STAKE
E.M.N. EXISTING MAO NAIL
S.M.N. SET MAO NAIL
?DlA.v A,
prepo+rtd uooord*W to
tics for Land Sw
Caroltna, and than (th
lim enoroachwumft of
Land
24
- ? J -- awa , I ----- /wv z---A I
poseidon Road
40 R/W ,/
N 87 59' 06"E -?
7 6.00'
N
12 0
0 Um
00 0) WO Ln
f WL4 P m
OD
i WL2 2r
WL1 WL
PL
WL6
404 WETLANDS
AREA= 7,493.4 S.F. PL
z -o `n? n
L
W N LA O
.P
75 X6,02„w
S 7 6
\ 25
NOTES
1.) AREA =/3, D6L . 0 s.F. "6y c,,- n awl
2.) CLOSURE s 1:10,000+ Irg"et 3) REFERENCE : M.B. 2.8 PG. Zza
4.) P.I.N. x373./2 -95'-Jf29G
5.) FLOOD ZONE :ZaNBk Atr(EC9)PoR hi t.M.
'372 05373ooJ O} ?Et? duty /G, Zc?D 3
6.) FINAL MAP RECOkDE,D : r4,A,cic /2?/
7.) TH/S PROPERTY is SUBJECT TO ALL
EASEMENTS, AGREEMENTS, AND RIGHTS
OF WAY OF RECORD PRIOR TO THE DATE
OF THIS PUT.
I Ile
,455,WZ1 caRRO ,4 7-10KI
/P D<BoX 295ty11
Z. E'1G1-11 / NG Z 7! Z G Z.52 - 6 7Z - 545"/
A?Lty/N 40 4F 5 416D1 v/S 0A1
GiV.f'TEA T ?ME,?Ato/sLE ivc WW-IrE o41C.
:s?o, luTr?U.tIE f?,. 244 ? p0 //F?QtLoT/Zt?K ?
Land Surveying, P.A.
501 W. B. McLean Blvd. - Cape Carteret
Swanaboro, • North Carolina 28584
0
Y 3la?'Ko 0
Rayt?>,
n s dAK s P,c
C ???laA GIB ?5
'` pGEAt;
8 t s 4 DAK?
017',V - `rr E
poir ,co?v
I
VICINITY ffAp
NOT 716 SCALE
I
0
O
o;
n o
CD0
w
Cr
n
0
n
m I
W
N
I
LEGEND
S 89' 12'
86-
USACfA?4Y4?WBiV 8 CERTIFICATION FOR
"This certifies that this copy of this pat accurately, depicts the
boundary of the jurisdiction of Section 404 of the Clean Water
Act under the present law and rogulations udetotmined by the
undersigned on this date. Unless thorn is a change in the law or
our published regulations, this determination of Section 404
jurisdiction may be relied upon fora period not to wmeed five
(5) years from this date. Ibis determination was made utilizing
the 1987 Corps of Engineers Wetlands Delineation Manual."
(Name)
9 4 (Title)
(Date)
183.94'
PI-4. 75,77' PI
WL9,, j\
WL7 WL WI-4
404 WETLANDS 93
AREA= 13y013.0 S.F.
171 54, 5 7 °3,19
12'07 404
9 Z COURSE'
COR.-PL1
PI1-WL1
WI-1 -PI-2
PI2-PL3
PI-3-WI-2
WL2-WL3
WI-3-WI-4
WI-4-WI-5
WL5-WL6
WL6-WL7
WL7-WL8
WI-8-WI-9
WI-9-PI-4
E.I.P. EXISTING IRON PIPE
S I.S. SET IRON STAKE
R/W RIGHT OF WAY
M.B.S.L. MINIMUM BUILDING SETBACK LINE
M. B. MAP BOOK
PG. PAGE
S .F. SQUARE FEET
EC.M. EXIS77NO CONCRETE MONUMENT
E.I.S. EXISTING IRON STAKE
E.M.N. EXISTING MAO NAIL
S.M.N. S HAG NAIL
¢¢ CENTETtLINE
haraby oartft that th
;=d acoord*W to
0 for Land 544
Caroi{ng and that (4
I*w anoroaohmonta #3
Br
ass
?tttulutrrar??
:N,
b?ooaa?
no
Itt?te „cal*?trd
vor
iA1m
%, ! VET
4.40'
PL
Z3
17.06'
O a
?J O
to
?
0° m 3
N
1
3 ?
a ?
b N
^
? r\
^
Q (0 -C
6
PL1 O
a
I
I
Weiland
BEARING
S 76'03'19"W
N 04'2529"E
N 70'58'35"W
N 89'1 2'38"W
S 18'01'50"W
S 04'27'20"E
N 42'44'29"W
N 73'0324"W
S 57`02'42"W
N 79'20',39"W
N 34' 18'44"W
N 66'30'09"E
N 42'06'54"E
Calls
DISTANCE
0.53'
64.45'
2.34'
17.06'
21.38'
27.31'
33.20'
30.46'
21.82'
17.40'
10.60'
14.40'
12.81'
NOTES
?. AREA "61 Z3Z.7S,AeByeWmO/NAre
2.? CLOSURE - 1:10,000+ -oMPO TITaN?
3.) REFERENCE : M.B. Z6 PG-Z23
4.) P.I.N. 5373./4 -iW- 046 S
5.) FLOOD ZONE :2vNG,4etcc4fR?,[cit.Hl.
37ZO537300?., A47FFG ./uty 14, ZOO 31
6.) FINAL MAP RECORDED .444/4- Y?y i94/
7.) THIS PROPERTY IS SUBJECT TO ALL
EASEMENTS, AGREEMENTS, AND RIGHTS
OF WAY OF RECORD PRIOR TO THE DATE
OF THIS PLAT.
N,455,41/ CD/P???gT/pit/
Po. Bo>l 295,f!9
RAGE16H , NG Z7,?Z4, 262-4-72--5V9,1
Z,02'93 , 44,04,e 417 s0417,11
DOG.?h?/.ti/ C/06E" . SOBL>/V/S/DA! '
G.I.eTERFT FM?',Q?ILG/SL6 ?G A-911rr,44-
8CAl? . 1Llt'B
JLyrO ./UrVE?? Zd0 1< 170117-1 NL0oTf3.0A 0
orrstigr
Land Surveying, P.A.
501 R. B. McLean Blvd. - Cape Carteret
Swaneboro, North Carolina 28584

A

+- v
N?+ PAD UAACCOE?v>r4Y 04 WETLANDS CERTIFICATION FOR APPROVAL]
?o sr lyU &aZj; "This mWes that this copy of this pat accurately depicts the
1 oc.EAN boundary of the jurisdiction of Section 404 of the Clean Water
0 UA?S Act under the present law and regulations as dotetmined by the
ILK ??nb underaignsd on this data Udess them is a change In the law or
4-7 j,uavbl? ioadd a regulations, bd u this de?mination of Section 404
b 1'v upon for period not to exceed live
T S` , (5) years ham this date. This determination was made utilizing
the 1987 Corps of Engineers Wetlands Delineation Manual."
YI?'INITY ?I?P (Name)
NOT TO SCALE (Title)
(Date)
? m
L
Q? Vo
a ,
`0 cp
7
$4'20'30"E
404 Wetland Calls
COURSE BEARING DISTANCE
PL-WL1 N SM01'51 "E 17.63'
WL1-WL2 N W40'17"E 33.43'
WL2-WL3 N 59'15'10"E 27.44'
WL3-WL4 N 41'51'49"E 19.57'
WL4-WL5 S 5726'14"E 23.15'
WL5-WL6 N 7935'40"E 29.15'
WL6-WL7 N 67'03'51 "E 18.39'
WL7-WL8 N 54.37' 10"E 24.72'
WLS-PL N 76'01'34"E 63.37'
I
O
196.12'
WL4.
.2s (9°,
WL1 WL2
00.99,
N
1
LEGEND
E-1 P. EXISTING IRON PIPE
S. /.3 SET IRON STAKE
R/W RIGHT OF WAY
M.B.EL. MINIMUM BUILDING SEIHACK LINE
M.Q MAP BOOK
PG,' PAGE
IF SQUARE FEET
C.M.
CONCRETE' MONUMENT
EtS EXISTING IRON STAKE
E.M.N. EX/S11NG MAO NAIL
S M.N. SET MAC NAIL
0
WL? WL6
NOS SF-
4,34 WOOg?.1
PREP
I
2 ?
WL7
WL8
i
I 0
N
0
Wcq
IW
?o
PL m
J +
S '7 4 571 14
I
3
NOTES
1.) AREA =25,?}O6.SS.F?BYCnoeO?,vATL
2. CLOSURE - 1:10,000+ e-m,*a;r4 77&V)
3.) RO ERENCE : M.B. 2D PG.221
4. P.I.N. 5373./2.75'-2'!.3'7
5.) FLOOD ZONE : to,v? X AE(r[q)p3720 5373 0,o,)11
ps j,/VLy /6 2Da9
E) FINAL 94P RECORDED : ,4Aei c iz. l4t i
7. THIS PROPERLY IS SUBJECT TO ALL
EASEMEIVLS, AGREEMENTS, AND RIGHTS
OF WAY OF RECORD PRIOR TO 7HE DATE
OF THIS PLAT.
Ihomb?y o.rttry that tlrrtsr t /,q.SS qU Co,?PD?Psi T/DN
pr?p o sd aooord tot
Praot?oe 4 GHQ NG Z7L Z 6
C that SUM 252-G72- X4/5/
2,?G BGOC,E! 5?6 ,C/o T6/
*j? ? y: .4,0T
l{ns snor°°ehmmta Propert
rit ?y tt= = ROYA1-L O,t?? .$uBD/v%sioy
asgvcy, #?.spar t71'
COtJJVT?'
Vev-em
i7tTr?uMi01.0.?se.6, ?E P1t ?,?
I MAT 19C ••••x'040: SCALf
veyor 'f/i ? o.
f? LOW stcr rests
?- e
kPAOJXDJUIN D Y?G;? tura Land Surveying, P.A.
n ROOM 501 lf. B. McLean Blvd. - Cape Carteret
BY ?? S'Rauaboro. North Carolina 28584
CENTERLINE
.
G

0
ORM??''r DLGGK t?
S ? 40
AX40
I
Doa-?I OAKS
R ?? t

?INNAItT+A 8Lvc y- 4?-

RGA?If I
1
VIC"I.NITY ?Lf?P
NOT TO SCALE
(AS aw 4A1 WHTUMS CBRMCAnON FOR UBACM SMM
AP
PROVAL]
•YLis owNes that thht copy of We pa aommad* depim the bowoda y of the
Jttcisd( M of Saodm 404 of the Clem Wow Ant wWw the preen Iew rod
teyuladom ar dowmloed by the uod"rW on olds dxw West t*o is a cha w
in the lew or our pubU" r"Witimm, ft detam*wd= of Swdoo 4p41udodtodon
my be tadad upon AN a period not to mooed A" (5) yeas ft m rhle dam This
datamdondon was made utNala6 the 1967 Caps of ftioesm Wadso4s DaOoadoa
Mmud."
(Naw)
rn??
mac)
404 Wetland Calas
COURSE BEARING DISTANCE
PL-WL1 S 82'22'00"E 20.37'
WL1-WL2 S 52'05'17"E 19.91'
WL2-WL3 N 2720'27"E 9.43'
WI-3-WI-4 S 8418'22"E 24.74'
WL4-PL S 86'38'10"E 22.04'
PL-WI-5 N 75'40'22"E 10.26'
WL5-WL6 S 02'50'28"W 15.58'
WL8-WL7 S 84'15'53"E 12.45'
WL7-WL8 S 64'20'32"E 6.30'
WI-8-WI-9 S 02' 14' 14"E 19.46'
WL9-WL10 S 25'25'16"W 12.42'
WI10-WL11 S 7535'26"W 10.24'
WL11-PL S 5706'39"W 8.72'
WL12-WL13 S 54.13'57"E 15.37'
WL13-WL14 S 02'42'05"E 6.80'
WI14-WL15 N 89'24'01 "W 18.38'
WL15-WL12 N 19'43'45"E 16.56'
WL18-WL17 S 80'37'08"E 18.64'
WI17-WL18 S 79'32'24"E 17.99'
WL18-WL19 S 2(r37'29"W 11.83'
WI19-WL20 N .88'2752"W 14.28'
WL20-WL21 N 42'5747"W 7.47'
WL21-WL22 S 59'30'01 "W 11.55'
WL22-WL23
WL23-WLI S. N
N 54'48'38"W
11'10'22"E 5.44'
20
08' WETLAND

L
2
5 . WETLAND
WI-W
1
5 N 28'05'1
.9"E 13.32' WETLAND
LEGEND
E.I.P. EX=NG IRON PIPE
S.I. SEr IRON STAKE
M.64L /GAWN/MUM BUILDING SE734CK LINE
MA MAP BOOK
PG : PAGE
S .F SQLNRE F'EE7
CENTERLINE
C.M. EXISW CONCRETE MONUMENT
ELS. EXLS7'ING IRON STAKE
E.ALN. EXIS11NG AMG NAIL
.?M.N. SET MAC AWL
.r /o
? y v .9, 404AIi
hereby oertW 06at this n
pPr??cpoartd aaoording to tht
'I for carol*mk and Land C
stns •tiofbaclwrwnta ttthd*.
N C'
INL23 WL21 WL18
WL22 WL20 WL19
. 85.87:... N 8
C ---2'45 17'W
A,8g.05'
R=388.00'
Granville Drive
40' Raw
971.7 S.F.
184.7 S.F.''
487.9 S.F.
NOTES
1.) AREA -/6.162/,75,F.?Bycvotommr4F
2.) CLOSURE - 1:10,000+ covrIr4rio,uJ
3.) REFERENCE : M.S. 28 PG. ZZ y
4.) P.I.N. $373./2 -9S - 27,67
5.) FLOOD ZONE : zpme X AE(EGq) p /.?.I 1.
3720537300/ DAT?p?acy//i,,ypn3
a RNAL MAP RECO? 6- : 4P.?lt 12, /99/
7.) THIS PROPS7Y IS SUBJECT TO ALL
EASEMENTS AGREEM04M AND RIGH75
OF WAY OF RECORD PRIOR TO 7HE DATE
OF THIS PUT.
S!/R VEY FoA
I' 4.SS,4a (fOR ORA 7-101V
moo, Box 295..41,7
Rq[.E/GH ., NG 276Z4 252- G72- 157 /
LOT 2 ,, 8t vc,e S/6 IvAe rw
RoYALL C)AeX S4ao/v/5
Or-ML. w wvpz f ? •
2 2- - s G?feTERE"T Eti/E,Ceco/stF,vC HiT?DA.r
306
I N T FOR RZ A6 =
'C ." ' p • .. f/o. ?I?NE /0 2can MAW? $0.
N
v Q S•r //E/
it LoTlRo
Land e1,o,• •,,,
o • ?P?t P
,
Land Surveying, P.,1
s iJ1.o? 20? S< 501 W. B. McLean Blvd. - cape P.A.
mrx ar Swansbaro, North Carolina 28584
0
J f
PL
I!
AAr 151

404 WETLANDS
AREA= 4,959.1 S.F.
WL1 WO
c WL2
J
PL WL5 (2)
WL6 WO
Ln
W
O
S
WL4 it
3
P
A WL12 cJ?t
r WL9 B WL13
WL10 WL15 WL14
L11 WL16
PL WL17 v
01
a2
N
N
N

PC
A AREA=
B AREA=
C AREA=
H
^J,
r
Justifications for the Amount of Fill Requested for Lots 9,12 and 93 in
Dolphin Ridge Subdivision and Lots 6 and 2 in Royall Oaks Subdivision
1. The amount of fill being requested for Lots 9, 12 and 93 in the Dolphin Ridge
subdivision ("Dolphin Ridge Lots") and Lots 6 and 2 in the Royall Oaks subdivision
("Royall Oaks Lots") is necessary in order for the lots to be developed in compliance
with the following Town of Emerald Isle ordinances and the restrictive covenants that
govern the Dolphin Ridge and Royall Oaks subdivisions:
a. The Town of Emerald Isle Code and the Dolphin Ridge and Royall Oaks
restrictive covenants require a 30 feet front setback.
b. The Town of Emerald Isle Code and the Dolphin Ridge and Royall Oaks
restrictive covenants require a 15 feet side setback.
c. The Dolphin Ridge restrictive covenants require a minimum of 1,200 square feet
of enclosed heated area (exclusive of garages and open porches) in the house.
The Royall Oaks restrictive covenants require a minimum of 1,000 square feet of
enclosed heated area (exclusive of garages and open porches) in the house. The
Town of Emerald Code requires a minimum of 1,000 square feet of enclosed
heated area in the house. A 30 x 30 feet house would only amount to 900 square
feet (requiring that the house be at least 2 stories in height). The Town of
Emerald Isle Code and the Dolphin Ridge and Royall Oaks restrictive covenants
provide that houses may not exceed 40 feet in height.
d. The Dolphin Ridge and Royall Oaks restrictive covenants require all lots to have
a minimum paved driveway of 10 feet in width, with adequate parking for at least
three cars on the lot, and the Town of Emerald Isle Code requires adequate
parking for a minimum of two cars on the lot.
2. With respect to Lots 9 and 12 in Dolphin Ridge, the amount of fill being requested also is
necessary in order for any house that is to be constructed on either of the lots to be in
keeping with the value, aesthetics, and standards of the Dolphin Ridge neighborhood.
The lots in the immediate area of Lots 9 and 12 in Dolphin Ridge presently have the
following types and sizes of houses constructed on them:
a. Lot 10 has a one and one-half story house located on it that contains
approximately 2084 square feet. The house has a footprint on the lot of
approximately 40 feet by 43 feet (not including the decks). See picture and tax
information provided for further information.
b. Lot 6 has a two story house located on it that contains approximately 1684 square
feet. The house has a footprint on the lot of approximately 26 feet by 39 feet (not
including the deck). See picture and tax information provided for further
information.

z
Lot 5 has a one story house located on it that contains approximately 1680 square
feet. The house has a footprint on the lot of approximately 58 feet by 28 feet (not
including all of the decks). See picture and tax information provided for further
information.
d. Lot 14 has a two story house that has just been constructed on it that appears to
contain approximately 1400 square feet. See enclosed picture and tax information
provided for further information.
A portion of the Dolphin Ridge subdivision plat showing the relationship of the aforesaid
lots with Lots 9 and 12 in Dolphin Ridge is enclosed. Also enclosed are survey plats of
Lots 9 and 12 in Dolphin Ridge that have the proposed houses and driveways sketched on
them along with the surveyed wetlands and areas to be filled delineated. With respect to
Lot 9 in Dolphin Ridge, the plat shows the wetlands to be filled are located in the area
where the house needs to be located due to the topography of the lot and the other large
wetlands area located on the lot. With respect to Lot 12 in Dolphin Ridge, the plat shows
the wetlands to be filled are located in the area where the house must be located due to
the various setback requirements imposed on the lot.
With respect to Lot 93 in Dolphin Ridge, the amount of fill being requested is necessary
in order for any house to be constructed on the lot and for the house that is to be
constructed on the lot to be in keeping with the value, aesthetics, and standards of the
Dolphin Ridge neighborhood. The lots in the immediate area of Lot 93 in Dolphin Ridge
presently have the following types and sizes of houses constructed on them:
a. Lot 99 has a two story house located on it that contains approximately 1646
square feet (not including decks). The house has a footprint on the lot of
approximately 44 feet by 26 feet. See picture and tax information provided for
further information.
b. Lot 96 has a two story house located on it containing approximately 2364 square
feet (not including the garage). The house has a footprint on the lot of
approximately 40 feet by 40 feet. See picture and tax information provided for
further information.
c. Lot 95 has a two story house being constructed on it that appears to contain
approximately 2000 square feet. See picture and tax information provided for
further information.
d. Lot 92 has a three story house located on it containing approximately 3454 square
feet (not including the garage). The house has a footprint on the lot of
approximately 53 feet by 42 feet. See picture and tax information provided for
further information.
e. Lot 38 has a three story house located on it containing approximately 2578 square
feet. The house has a footprint on the lot of approximately 42 feet by 36 feet. See
picture and tax information provided for further information.
Lot 37 has a three story house located on it containing approximately 2805 square
feet. The house has a footprint on the lot of approximately 34 feet by 42 feet. See
picture and tax information provided for further information.
A portion of the Dolphin Ridge subdivision plat showing the relationship of the lots is
enclosed. Also enclosed is a survey plat of Lot 93 in Dolphin Ridge that has the
proposed house and driveway sketched on it along with the surveyed wetlands and
areas to be filled delineated. The plat shows the wetlands to be filled are located in
the area where the house must be located due to the various setback requirements
imposed on the lot. In order for the filled area to have a bulkhead constructed around
it, adequate room is needed between the footprint of the house and the bulkhead for
the support arms that extend back into the lot from the bulkhead (commonly referred
to as "deadmen"). Furthermore, without a reasonable amount of land between the
house and the edge of the bulkhead, the risks of someone, especially a child,
inadvertently falling into the water is increased greatly. Without a reasonable amount
of land between each house and the edge of the bulkhead, a homeowner would not be
able to safely maintain the exterior of the house once it was constructed. Since a
ladder requires that it be placed at an angle to the house and the house size
requirements demand that the house be at least two stories, the base of the ladder
would need to be at least 5 - 6 feet from the foundation of the house to work on the
side of the house and there would need to be adequate land between the base of the
ladder and the edge of the bulkhead to allow for safe entry to and exit from the ladder.
Safety considerations demand that there be a reasonable amount of area between the
house foundation and the bulkhead as is shown on the plat. The Town of Emerald Isle
and the subdivision parking requirements also require an area for the parking of at
least two vehicles on the lot.
4. With respect to Lots 6 and 2 in Royall Oaks, the amount of fill being requested is
necessary in order for any house that is to be constructed on either of the lots to be in
keeping with the value, aesthetics, and standards of the Dolphin Ridge neighborhood.
The lots in the immediate area of Lots 6 and 2 in Royall Oaks presently have the
following types and sizes of houses constructed on them:
a. Lot 42 has a one story house located on it containing approximately 1421 square
feet. The house has a footprint on the lot of approximately 57 feet by 34 feet. See
picture and tax information provided for further information.
b. Lot 7 has a three story house being constructed on it that appears to contain
approximately 2500 square feet. See picture and tax information provided for
further information.
c. Lot 5 has a one story house located on it containing approximately 1209 square
feet. The house has a footprint on the lot of approximately 24 feet by 55 feet. See
picture and tax information provided for further information.
d. Lot 3 has a two story house being constructed on it that appears to contain
approximately 1700 square feet. See picture and tax information provided for
further information.
e. Lot 1 has a two story house located on it containing approximately 1928 square
feet. The house has a footprint on the lot of approximately 48 feet by 30 feet. See
picture and tax information provided for further information.
A portion of the Royall Oaks subdivision plat showing the relationship of the lots is
enclosed. Also enclosed are survey plats of Lots 6 and 2 in Royall Oaks that have the
proposed houses and driveways sketched on them along with the surveyed wetlands and
areas to be filled delineated. With respect to Lot 6 Royall Oaks, the plat shows the
wetlands to be filled are located in the area where the driveway of the house needs to be
located due to the topography of the lot, the septic system on the lot, and the other large
wetlands area located on the lot. Since Lot 6 is served by a private septic system located
in front of the house, the driveway needs to approach the house as shown on the plat.
With respect to Lot 2 Royall Oaks, the plat shows the wetlands to be filled are located in
the area where the house and driveway need to be located due to the various setback
requirements and other wetlands located on the lot.
5. As noted above, the houses in the Dolphin Ridge and Royall Oaks subdivisions require
that any house to be constructed on the lots at issue have a footprint of at least 30 feet by
30 feet to blend into the subdivisions and avoid unattractive and unsightly skinny houses
extending high above the lots. Reducing the footprint any further would result in skinny
houses that would detract from the aesthesis of the neighborhoods, be objected to by the
neighbors, and reduce the property values of the adjoining properties.
NBMAM600441\

It
r
Lot 10
Y
T A ?
H H t,
?rR
tio
N
N
N
a
' N
W
O
N
0
m
' F.
N
rn
0
m
W
N
N
r
J
W J
.P J
O
r o

J J

O C-)
O O

r
rn
O J

O
?R• . ?D to
ao
rn g w ,, ?o of
o b
LD O2
f0 00 O2
?co
o
O m J
o n
C
W
N N (D OD
rl A
C9
ZHw00~(nG
zxxxx°n
\ (n (D
wUj ro HW
0
(nW rHNG
W N W m W 01 Q 1
N O m" N O H
r
H N J y'/
0) n (n (-n
rna
o 0l J as co 0. J.
x
Hw
W J (D
o (3) p, ty-?
C)
rn
N ?•
C H
) z
r
N(n rNNo
r Jw?P r F
a
<n"wtoM"rt
toWa, Jmw
r
Nano J?rn0
.D.w nCnHm
m JO 1001 N?
41. 01 N w N N
J J J J J J
OO
0000000
O O O O O O a
r
r r N

A Ja O m
r co
t-,) M Ln W N t'?
O?+JJ10 W0
O

O
t7 r
n 10
x 1?
r 10
-,o u
l00
10 O
II o
or
O N
O Ol
O O
O in
W
rnro
to n
k
H

0
0
0
00
Or
O W
O N
U) v,
N
C) to
to x

?
?o
W

100

I o
00
or
C) OD
oil
N in
W
N
0+IH r7?., x(]
Z I n H? t o p
xrHZr(D
or oHOO
OO tnowm
Oroz0 rot"
0Q? 0' 0
t7 En riroCH,Hxb
O L- 7U rt
ro tJ ?•
to 0
rot,HNnR ((DD
0
0
0 0
N O
OD
C'1
zz zzzwm
h
x? a
V ftH
U) O rG
?z
O
uvo>zccnnMn
1oWxN$tlO]C(D
0 0
a io n
z z " xzW(DM
\ \ N H \ cn W
yyO to H
C) W
0 P. ?3
N t7 H
ortn
Q P. cn
ca 0
t1 p
I-h
0
ft
a awI-jwW10n
0 C)?Cxci0 to
w rrr?(D a
A
HONG En
aw on (D
zz nn C) (D
a '0
roroo 9 no
M H P. r
H to O
tr rt
w
rx 0--
H
rt
Gwwftlw0coC)
d-3 00 L C q a
to t-?'.NNN to (D O
aW O
O O r
IP m
~
t-J czz (n m --
H co
i z 0
C) l<
13 13 t? T1
H rt
n o
%D-3H dN?XH0
w t'rJ C) N a
Nt7NNNt-] (D
dP dP dP
CD 0
z z Z (D
txj ? 0
Fl ?rt
10 W
1o O
l0 ty

? 1 r
H
Cn ed

Ln x ?
?d o

o H wo
ro t?1o Jrn

° 0 N)
O N
w'b HH
O ,
t ? N H
O II??
r ko Ln
ro ko Ln
x ?
H O1
za W
( n N)
w t 1 J
H O
t7 O O
Q C
tt1i o D
°
00 n
p
z
j
d x
H O O
to H
ro to
00
t'? y H t?
tv t=r1 O
0 Oo ?
7 h1 N
i1 H co ti]
s] `.d CJt H
7 C? ?o ?qC
?P
D
ID
y
N H
N n
ab (1,
r
J co
H Ln
y (D
y c
FC
?1 t?71 ry
b cn N N
an r°
E tt?i ((DD UOi
Cl)
to
1 O
pi O N
yw
--j m
O
r W H
w m
ro (-n Ui
DOw ?t7cl
H 7d ?J t-J
)z W
f 00
• ? x
i r
3t7z?00Ln
HZ O)Nw
I m W W r
r O 01 m ?H
NVy1? NL? n
?`Ltt0 po
Ln 9dG000
1o t7
.a o000
H 0 0 0 Cl
y? Nr Hr
Lot 6

ro
HHr
oOC
N
N
m
m
0
J
H
CY)
0
m
m
J
m
rn
N
H
W
O N
H N
? O
H C3
W W
(- (-
00
00

N

i N
(n

J
W ?
N
V7
W
N
(p
O
O
w

0
v

J
C:)

N

z

rn
_
O

a)
0
H N -I A '
_O 0- Oo
N
Vi
y ,(o
A CD
r?r•?j? ? N
O ? (p
(O

W A
i
C700 0o 3(n n+xHxM?0 rZrHr rox
t-zM z£p O\?HJz ZOO mwo?H Hh
mmn thot7 Z I C]H 0 0a amHro(n 0
N 7`' w d xl-•Hzrm t?!t7 ?? ??Ln
(n W W H t?
H -313 m off OHOO (n x? O
O OOw 0CD NONCD ON H (n0
(7 O H W O
afuZ0xowm t- 0 MW --j 0)
0a
N H
rt (n H ??z
h n '0 H d mO w oN
C7 H1-,
H amG ro P. Oor \ N(n
ODHNH W w N w b rh' H
0(n0ODWI o rgrNrt ro io
ro o P. x
xw 0
:1 z 1O w
C
H x rn x N
0. N',n Hw?yy 0 H•,7 wn Him F. Cn
wH Ennrowro 3n C?a a C G) C:, 0
m N .ta co W •P J•
rot. -3N rm tho O
O
O H (]
x O O H
m O o o H
N
a N rt m ?;Of
H H0) (D ,b n th
cn °Dma [rn zz zzZtrJ(D Cl)
ti
H xN•bi H 0txj w n
Un co w m O rt H H C'1 O
z F'• r cn 0 ?
H
cn O 0 z r
Fl ?e0
a, CO
mow. . N) th
CCwH7o C)? ro H w
moo) o,prt t7 t7 z(n o n r (nH LM
HJO(no(D 1 1 HHHt;)na t, t::) H
lowxN)9d0xm ? thz x
o o
w lo C) b Cz7 7D
NH (D o0) zzN azwm t=] C70rhto
m ONNh,H \\Un o H th OD ?H11 Ur
OmN W Om Cxx]H (n o l']%0
to ko <o w to da x b H to
(n 0 (n (n (n (7) o rt C to N
O CN- (n .AN
000000 (n0 m
0000011 [hp
1-h H
0 H J
H m io
CCwro?o mioo ro
II OI C7 '7COHD N
N co (o - I m R. H (n
? 3735 1- I
O N O m z A W n m H I'd
ODH--lM zZ nnIz?nm? C C ton 0
E w bn0?iH O N H
C7? Hcxo0Vt.
0,0 ~ C
xlWo ZoGtri N CG?UfCEni IF,0) N)
0
1HO II t, d ;- LT7 [Ch (D coin
<o m H (n
OD W rt (n
r-t Cx7D^.]xlm-n roo
OD 0-30 r XHO? roo
00 I pO'.bG?."?'C O• HO N
tn"1y lOr?NNN(nm O 7.10 J
th da o H J to
H C) 0 H tho
to P. oD 0 a w to
1JO H th CZZ- (D - w m N
II C?C r H\\0(n 000 U C:
r h? n 4 H wm ri) ntLmEn?
co U H r P. HH UtmmH
(n (n w b \ 0 t 7
th H rt t\) o (n
?0 0 0z
0
C7 w 0
Ch H
N to x cn tm wC? m m n 14
10 N CJ N N N th m H H
oP dP dP NC) N) Lri
0zHwa
O O u m H z N m 10
to z z(D 0In m0J
\z In r0JOco
0 14 ly th h1 >C w C1
N t,
r w b w
0 d
co
to H rt (n to C) 0 u
kD to P. w t7
co to o Ch 0000
r J G O o O 0
U'

_1
ro
H H r
OOR
H
kD
H
N
F-'
J
Ui
H
a>
OD
O
N
a
O
0
N
(n
J
N
H a
?o a
LA) o
J, O
to lfl
J J
o0
00
N
00
m
Ln
W
J ?
W
N
H
U,
N
?P
Ut
w
O
O ? ? G
d7 ?
? A A ? g A A
NN Q
A N [?y]j N
aQ O N Op
a A
N N ? ? N
a
s
i
f
?ry^? r ro?
rodro00zz0zttCo n+ H ? rz O
Lv0(??x0tit?ib z i 0H3 ??zyJC000L Mm3 VHi HCIy
nxn\ N O MH- zt?(D d H" (n
x xKJ(nH :C t-J b
w 0
HH(D o o H O O (n
•. x z o
z00) G7 CnowaD (3) H Cn0
0 13 '7Z0 tJto(OD ro W00 ?rn
\\??{d 0trJ(n (n0 \ w.
Hrrt C7??EHHnh p0bd°Ln HN
HHNNH0 ?'1 M x F'• OO? \ r) 0)
0) N) NONW r 'O r N
mo"ool r rt n1 o w
ro P. x O cn
In O H H
z N
C ?
NH's H??zJJ0 HtFln HVJ O W
U1N0)0Np. 7Sto Z r0 0 x O
o41 JaO -J• (n ro;vHn 01 G) O o
rorHN (D t=lo 0
0
o F1 n
(xD O O O CD H
H w as N O ?1 K
rn N (D n t J LTJ
C) C) CL En
Fi H C) ti
N H I?• x p b1 H W W
co r) H IZI
00(D O H x1rt " H H x
z t+J t] N• r w o 0
d m 0 0 L, C)
H IM ro N
(A U
koW(HO lHO 0?1W CCb[1 H',U 7? n? ro HHW
aD w (o ao (n rot, U 0 z cn 0 n
r (n H C
NNN 0)w(D 1 1 F-3 H HI0 n'I t? d H
(owx N)w Ox(D ? L=J0 O
0 0 \ z x
w (o n ro n 7d
WI-??PW0. N Z7.N ZW(CD t-J ryOftlNt+i H
U) to rn of aD ° p
O 00 N N N (D t-? () vi (n U C'7 (O
(o (o (o W (o da C?] N H w
'a
J J J J JG7 Ort n ? ?J
o00oop. 0=1.07 t
rn ? FC
O o co
F
ti CD
CC'.w 7d?t71on Coro
ddt7t (?0 b7 N? w
w
WHiANN/(1 lo?P HHH m? o ff
n HONO (n fJ b
N Ul w Ut w z W to n (D H ti
0ocoCnn?d zz ??niin nm C 4
WEX?G)0 (D N H
C+1 C+]xzz kkHVv- F'? yy xl
y C
rt CO PL) r)
N00 C) M0 On r- o
o 11 r x ? - t? t=i (D ()I
O O H En
00 ?rt ?Dp cn
o°H CmxOpxdLJinnp ro0
C) 1-1 Fa 0 ?-3 0 =w C)
o N CI h7 0 td Q 1-1 a H O F-?
00 (or ` NNN(n (D O •Zi w OD
H in dB 0 y J H
N O H H tm H
0 0 H 0 O W
-W H N 0 of (fl
di V J O Z Z (D -- ro m w
no C M ??> 0 -,w ?>0(4
w 111 (n $d H t \ d t?'J t J
C) n w oz m
II > 0 0
Ud ? ? d
0 to O
0 ?
O OMWN Jmwn "C H
ON OtJ n"•dr C ?N 0' L'?'T)
0OD N(7 NNN[+J(D H H
O O dP dP dP
H(n xl7zcnaHO?
°° n z° Z (O D d Cf) ID J N
M \z \U1 rO JNH
o - ?n t=J?+7x to n
o w Ili ccnyKJr
11 N vrt cnzCIlG)ruU
O O P. lp t7
0 o p ?H00CD0
O fJ NHHH
N
N
?h
Wil 1111M
Oki
a
Lot 14
'i miS

irk-
(D
H A
rj
v 0
?l (t
N
O
0
(D
(D
H b
O rt
tD Ul 7
rn n
o O
rn a
0 (D
a
xC
y
(D
Ol rJ
O ?3
(D
w En
M n
Jz?z
? r-3 C b
'rot
HHy .7 P.
C) N rt
p
O N
r
Noy
is H t7
o ro
i-t
o w
O 0
o (D
? a
o H
H ?
CD
o N
H 'fJ
a
Q J.
Q Lo
H 'SJ
a
C) J.
o •A
N ?
? a
H J•
r l7
CD 91
tD J.
z
tr
H a
O •fJ
o a
p J•
J M
N t-ry
o a
o rt
o (D
rn C
a
N H
w G
w (D
£Voz t?1W0 V4H Hq
b <10 d y ro H p N
O '.b •• N x ',d ? O

m O H W O
r o M tD -1 0)

H H C H o \ w
0) 0 N)
S
o
to F-'O
(n [70 \ NJ

00 h' (n
\ \ (D r tD w
ro to cn
w w
I-I-am x tD

N
z0

ooN w?1 N
00 H O
LOW

(n
s0 0
0 0
M 0
a co n
N O H
(D o H
?C

N P.

tD ()
0
O
N H
0
o
t7nH
0 C)
H t.? -

z ?
d
M ?c
ti H
t
w
C) C)
x ?
x
H ro N r

(D 0 fm kD y 0
t-J N) FA
t+i co xf 'd C 1
7

O t7 H
t7
q
(
D N >
C
cn O N
() NN LJ
V p
P
•
i
rt F' cn
P. tD 01
0 . j by
p ~
b7 H w
C
H H b
to
r
N t7
G H H
rt
H
n (D
C C
(D z N
a u? ?c
n
ro
rh
b
c
a:n
0 b
V] a N
Fl o
t7
n
0, C
C
t3
OD co

Cn n
(
(n
n
0 w
b o
w
N H O
rt z w N
H? rn
C7 0
u l7 tD w 1
(D w w
C
N• ro ? w
000

rt HH N CJ
\ a tc?
o°z w

0
rt O
? M
t?
w 0
`<
n
b H
Ly,
(t HdO 0)
t']Hz I
0tw0 w
ti N
G°p

t
N(nNLr
nn
00 00
NZ tdQ00
r to t7
P 0 0 0 0
H p O p 0
?(Dc)"H
i
I
i
\ o
26
1 N 06 • +\
C118, 40'
R. 40'
\ E ,
r:
A, 0156 A.µ63 I g .I�U�
R . 4467e p
S 07.00' SI A . 74 62' i8 N 06' J7''�f0" s; I� P , ��� 0d
I1 /67.94' 2a 00' k °� /7Q/6'
I A , 7049'
R.4467e
s 07' oo "E
N
/x;(64' 3tStOP'
A 02.0
A-4
L/J' R = 2700' <S� �• R� g�
R• 44678 O R: 270 A
S 0T
00-54"E , N, ��
Neq. W
I 20790'l d y
A = e4�o4' A = 5156'
�0/ R - 27000 'q . Via 00' A. 44670 O A. /860' S
R 58
282..
S 07' 00'1fI"E 268 N06'
/585rP / � 3200
60' h 1° 70400' k r
Awso {
P+2
A.48P4'
r. E per• r. y
5 4,• v v h s»� Nom•
� ; o 0• a 7Q 00 , . �, ;
A!,
0Q 8, p a • A./ASi?J R.da�s_i� ��' �'k
.s74bL y�vy0/14.73' A . /0
w
�" w ,�y�% /V/7 /7 �" A. 3274' 4
'alb• N13�� J0' (.i�� Rs� A'. 'P•
BLCt�cts• �' A gl3'I� 11d05 2®. � 5+ � dJf.73' O ,�,�.3•
A . /8 Q O
��'!4'.�/•'\ _ _1)� ..c t4' R = 60OL A . 4676'
` 4 I
74 R. 68000' fir` • `
S 04 /10'/P"E

'Co y p?? coo Ord f?CC??RATE 404 WSTL ANDS CERTIFICATION FOR
o'a'f USACOE SURVEY APPROVAL)
t3ao?,e?,Fo ' ..`31 T9
?oASt gcocK+l3 "This cerff= that this copy of this pat accurately depicts the
boundary of the jurisdiction of Section 404 of the Clean Water
0140 o4OAN Act under the presmt law and regulations as determined by the
pW? ' OA 0 undersigned on this data. Union them Is a change in the law or
&.alL our published regulations, this detetmination of Section 404
447 jurisdiction may be raked upon for a period not to exceed five d Ron
r (d) years from this date. This determination was made utilizing
,? get the 1997 Corps of Engineers Wetlands Delineation Manual," GuaC
1;AM \,
ag1C
ILE r 0 G0
(Name) rp? ?1„fig"ti
ffAp (Tine) N ?? o
VICIo I?TYSCALE
(Date) ?Ro cn
25 8 1, o PL 0 _
0)?
WL10 $
404 Wetland Calls 'WL9 I m v
COURSE BEARING DISTANCE $ Q..
PL-WL1 S 80' 13'03"W 21.85' n
WL1-WL2 S 89'49'28"W 37.92' I N Q
WL2-WL3 S 78"54'51 "W 13.65' v
' WL8 b4 CD
WL3-WL4 N 21'43'10"W 6.82 ?4
WL4-WL5 N 50'53'32"E 11.95' 4 4 WETLANDS
WL5-WL6 N 4748'05"E 21.03'
WL8-WL7 N 10'31'001 39.83' WL 3O WL7
WL7-WL8 N OB'08' 10"E 13.36' ' 40 C
WL8--WL9 N 2ZS9'54"W 3345' r 7 W 1 WET NDS Cr
WL9-WL10 N 53'21 '07"E 14.34' ^ WL1
WL10-PL N 53'21 07 E 33.52 AREA 0 2
WL11-WL12 S 4705'42"E 18.29' h 4,5591 S.F..
WL12-WL13 S 21'12'43"E .18.81' a WL? L1 WL6 PL
WL13-WL14 S 38'28'16"W 24.17' I ! N C1
WL14-WL15 N 01'20'42"E 21.25' 5 0 $
WL15-WL16 N I1'38'b6"E 12.76' 2 CD ?
WL16-WL17 N 54'48'28"W 12.54' ?'W WL4 1 O )
WL17-WL11 N 0659"1 OwE 8.57' I
PC-WL14. N 56'52'50"E 47.10' / WO WL2 j
REA=
q A 216.7 U,
'L?a , o _ ? U 11 ?? ?SEMEt?1T
760
. Poseidon Road
40' R/W 10
15 ft t0oock..
3a ?+ 3e;?-baCX
LEGEND NOTES
EI.P. EX/SUNG IRON PIPE 1.) AREA -19, 005, :? S,F e10-/ coaMai TyrN}
S,14 SET IRON STAKE 2.) CLOSURE - 1:10,000+
R/W RIGHT OF WAY 3) WERENCE , MR ZB P0.228 MINIMUM BUILDING SEMCK LINE 4.) P.I.N. 5373, 1-9$-55Bo
M.B. MAP BOOK a) FLOOD ZONE : Zo1.14< je PER,
PG.. PAGE - • • S7ZDS573 o0%J, A4rC0 %1aL y /G, Zo03
aF. SQUARE FEET E) FINAL. MAP RECORDED :-A&z14 /2,i"/
CENTERLINE 7 THIS PROPERLY IS SUBJECT TO ALL
LM. EXISTNG CONCRETE MONUMENT EASL:MENT% AGRE&W NTS, AND RIGHT'S
Eta ?X/ST/NG IRON STAKE OF WAY OF RECORD PRIOR TO THE DATE
E.M.N. E STING MAO NAIL OF THIS PLAT.
S.M.N. SET MAO NAIL
Sage vEY Fae
4-- `-'"'V 14: 40° N1455A1I 4 DrRIODRAT/DN
h.reby aertW ftat this ??ik 60F*
P. 0. 8oX 2 9 5•f?9
9
aattios ? Land S rv R41_45716 H, /VG 27G2?o Z5Z-67Z-SelS/
Car0161% and that ( _,? '3to Pt oP i;? 1,V7 9. 8440,111-1 ,Z1. -1,007-11
line oncroaohnnanta tl = ,aDLA///.t/ A1,046 S0,dD1V1S10N
sveroty, -
) L-306 = CO GU TEeE T ,hE FRAL? ZSLFiNG lyy ,0,p,r
S
MAP IS 0 FOR'R W'?OGNGUP ?a?``ti S
TS , ruT?VNL-- ZoDy gooai E'LoT4bR" el,
i ••a. ??3 'r»d Land Surveyor i14??A
Land Surveying, P.A.
1TR D 81 s ltATt y, 26? 501 V. B. mouan Blvd. -'Cape Carteret
ta1.n Door
JUUFN 8Y
Aar Swansboro, :North Carolina: 28584
??a DR2-aoo-??oe /a-.Aeca_ane_enwr

r't'w4''IG
LY
Qi, 5?T&
y ?, ` OG?M}
a?aL? ? , ` dA?f
+7 NM N
let.
SSt 194
TII0INITY ffAP
NOT TO SCALE
(AC031M 404 WETLANDS CERTIFICATION FOR
USACOE SURVEY APPROVAL] Iva
"'this certifies that this copy of this pat accurately depicts the
boundary of the juriadiction of Section 404 of the Clem Water
Act under the present law and regulations as determined, by the
uadoraigned on this date. Unless there is a change in thf law or
our published regulation, this determination of Section 404
Mudietion may be relied upon for a period not to exooed five
(5 years from this data This detelaninetion was made utilizing
the 1987 Corps ofBnghm a Wetlands Delineation Manual."
(Name)
(Title)
(Date)
404 Wetland
COURSE BEARING
PL-WL1 N 8737"1 7"E
WL1-WL2 N 34!06'1 4"E
WL2-WL3 N 41'30'35"E
WL3-WL4 S 64'57'52"E
WL4-WL5 S 01'30'52"W
WL5-WL6 S 48'08'08"E
WL6-PL S 47'03'51 "E
3.36'
25.64'
24.35'
17.30'
30.87'
15.06'
25.26'
poseidon Road
40 R/W
N 8259,06„E
76.00' I
1 to
I I o ?
01
J P I , ?" ?
VJ 1 . W
co rn H WO
.P r I 5 IWL4 rn
tD
r1 ?.
PL L11, WL5
WL6
4 WETLANDS
AREA= 7,493.4 S.iF. PL
z ca ? .6
ui
01
N I 1 ? o
I
o i
I ? 5 00'
+ 5 7 6' ? 6•02''W
25
24 ?
? EGEND
V.P. EVSnNG IRON PIPE
S I.S. SET' IRON STAKE
RIGHT OF Y
MML ' MINIMUM BUILDING SMCK LINE
M.d MAP BOOK
PG... PAGE ' '
S.F. SQUARE FEET
CEN7ERUNE
C.M. EXJS77NO CONCRETE MONUMENT
E. L1 EXIS77NO IRON STAKE
E:M.N. EXI?S7ING MA0 NAIL
S.M.N. SEE?7 MAO AWL
?o 1A.1 A,
prepared otoooro6ts?p to
rP dattiot for Land Sw
Carolink and that (0
tines snoroaohm*nt& s4
cA,cTelQ?tT tTME5P.4tG1t48 Nc. K?/ RIO 04i<.
3Crl , JAATI?U.tIE Z44.0 RIO //G/
PAOR
A"
- - ti1.!V zoo'A
DR41rw 9r
NOTES
l.) AREA /f, ALL . 0 S,F. ?sy Coo ,61M,4TLr
2) CLOSURE +? 1.,10,000+
cOj`'?7J77° "f
3.) REFERENCE : M.B..7,8 PG. ZZO
4.) P.I.N. 5373.12 AS'-'f2'1G
5.) FLOOD ZONE :ZONB)C Ad(dL9?PER AAC.M.
47?Eb duL y /G, ZaiD 3
372 o$37dooJ 07
6. FINAL MAP REC0 Li :,*4otia 12,19i41
7.3 WS PROPERTY IS SUBJECT TO. ALL
EASEMENTS, AGREEMENTS, AND RIGHTS
OF WAY OF RECORD PRIOR TO THE DATE
OF THIS PLAT.
........ $U?VEYFG?r2 . .
%V?SS?U F ,47101V
Po. BoX z9?s?p
iQAGE%G.-// NG' 'Z71, Z4 Z5Z-471-9'+15/
LnT/2, 464O4.C'-07S00ry
AOZ^VAV ?Ci06& S4yA,01V1s10N
0rrst `-gi
Land Surveying, P.A.
501 W. B. McLean Blvd. - Cape Carteret
Swawboro, • North Carolina 28584
13
3
Calls
DISTANCE

1 -? ..- ..
ro
f-3 f-3ty Oror1000tv9w
oo0y mwwztZ?1Co]moOOG
ro cnx6) vxcnxcnn
0 z o 1(D
0)
H n
(n HH NNa>0
H 0) OD (n N 0) N N 010
.A 00 a, OI C? co lt? 011--'
00
N
H
H
m
N
O
ID
ou
LO
O
ul
H
rn
N rn
(n N
(D O
N O
w w
N N
00
00
H
a
(D F
Ln J
m O
w G
O\HZ?ZOO
Z I C]H t70a
u m H- t. M
0 oHO0
G) (n O J 00
c)zzo?'JroW(0D
00 y C H
?ciCJxb
r ? rt
ro r•
O O
F,
O1N (nJHN O1(Da
.la al ds O W 00 J lD --?•
Z Rl z\ ICJ 0
n
to t% y N
(D

W 0
O
H H w
ot N
o"
c
D1 N N W (D co
W
.I? O1 co N a ttt "???
C7
?''7
:J o n
ro
H H m?•
N) NO xFl.to
a
"
O
.p 01 co m (D t H
O
P
Z H
H H
t:J
0 H

N W 1-1H co Nm
co
(n (n O (n J (n (n J
z
mwl-w.r 0mm &
(DaoHau(nao?DH(D (7 Cy> z w B o n
I I HHH(7C a
IDWMK)Wowm
dP
0 0
r w 0 n
0,3
v
(nN pdaHO(n 1- 0
.P N O1 01 H 1D J (n H
kD zz
z()(D M
\ \ O \ O (n
v
wJH J w?Om H
O
11 ccn

(D kD W W lD W W W dP ? P. IA
ro b H
NNNNNNNNG) ft C)
O
0
0 CD c) 00ooooop F• W

.gyp
. Fh
O

H F1
IIC?aH
Vt N.P wH C)ul N'? ?D .b HHH (D A

00 N.P OHN01 H O H O cn
P W NW (D
(n(n(3)WNH(D WL- 0t1
J Ln 01 w JW WUt0 zz
CnN W (D =k
z 7
??wrorocna'n o
0
0 H (n 0

H
U 'a
0Mrt
Ln
w
J
L.)
H
01
O
.P

N
C)
G) (O
rj-n 00
O

N to ? ?
C K)rn
00 00
O N
D
O
H

w ?

t0 ?p
_P6

0q

? 0
1i

(fl
OD (n
T {?
CY)
0) O

T
?1
ao °z rn °D- n
()2
!?T (0
q
co
L

Oq

H a G) O
(o II N p -.
tD 0)
H
w- rn rr
N4n dH tm ' O t'(
Q (
? x 1-30
inn C
C
(D t'I NNNIn (aD O
x ow 0
H H
°
t? l
D .
P co
,
v °w
to t M zyy
H t
a ?1 Y•

(n N H f
Fl.
O
+n O

H
M (
f?]wn
Ox(nhy
x
(
?
tt-
??
C) kD C
?
?
N
x.D N
Nts](D
G
N dP dP dP
W II
iD H N
( °
(
II
co z z (
D
°- \z \(A

x w
O b
H H rt

H (D (o O
(D p w 0
? II 1
00)
II ?
rn •(n
? I
zz
7 W 0 Z H H H t-I 1- yU H ro y x7(n
i(n xZ ?o
01 H ()7 O
O H w o
i O txj lD J 0)
>O \ w.
O W W H N
yo? \ rnw
H
i (D .u
to •
i ?
sa co
to C-4 Co
1 t+f G7 (n
1 O
)o O
)o 0
)o
r (?
0
H
tit
H OLito W
H co a
H LTJ O
tJtzjG7
tJ m
t, w z m
W t l G] t?
v n z z
0 t1?y
O
a
Ln
U)
N
O N
O J
Oro
lD J
Ln co
H J
H ro
H Fi
C C
N
?? w N
0 C] H 0
w m C),
W
? o
H O N
Z (D N
H co J
N N a J
H Oo
Gy7? H J
ID
m nOC
Z h1 t J ?-3
O t"i (n
°Z
woo
F3 H
t-j
H????! H
H?O N(D O1
t=JC1zHCno
d Ln w Ln
?Hi0F-
Li to O rO E'
WG)U0
co 0
(n 0000
(DH0o00
.pyHHHH
0r

H H t-
OOR
W
co
J
01
N
rn
rn
.P
N
W
Z.
H
Cn
J
01
H Z M 00 zroozxt?
En Hxnn a
xz\pCxcnrt
ww?w oa
n
J J N W N Ut 0
co 0000N -j 0)
0000000/ H
H

W Lo (.n 001 J Q.
O 01 O U7 J01 J•
x
m
~
a
J t
(
n f
0 S
l

00

t
+
m a
C
ro
H
?
(
ip ?
• H
J a H
0)
v wornw o ?x
OD w !-` 00 V1 F. It- fat
H tDWUtt0O10(D
H
AH 0C
•P NNW J•Pa)a
•P +P(OLi O0NH
O rn O J J H N G
O •P J O 01 01 Cn (D
tOW tO tDW W(O(O do
J J J J J J J J on
O
00 0000000
00 0ooo0aa
N
OD
OD
H
.D.H C)
H U, w O1. w(("d?
H PNODWO9
tO w m m m wr
0o(oa- 0m0
xtD
H l0
t0 II
tO H
w Ul
II J
Hrn
J in
to n
C' x
?J H
w %o
H (D H
t0 l0
to II
w n
J in
co En
00 t+7
ro
x
ro
H
w lDD
H l0
? II
l0 W
W O
J in
00 x
?ro
• H
kD
t0
N
O
0
in
0\HH ZOO
0 I w F 4 _ tz (D
00 oH0(D
G) Ut (n o cn W
0 L z w yn ??w77 m
Sm?ro n.
rI xrt
W o
ty
En tid
tot- wK) CL
0
0
0 0
N O
OD
n
zz zzzwm
?? ???y n
C) rt
xb a tij
rt H
r• r
W O t7
:j z
¢1 G)
doyyy an
tO W'.i,'N7tl0xN
o`P
o H
Js o n
zzN xznm?
\\ O H\ O N ro
.'7 O ro.'7 h H
(n
F•• H
zb H
+-3rt n
rN'm
0
M
O
ti
wl .0. H a~
R
H O H O w
N) C) (D
zz nnron(D
W?R(n a0 0
Mro? CD
H 0 t+] urt
C7 W
N 0
H
rt
I?J 1H Q.
1,0 t"+'.'3. NNN(n(D O
do 0
O H
H 0
M zzz• (o--
n n
:v V
H It
n Fl'
O
?x(nh77dt?](nn
Nt7 NNN ts1 (D
d0 dP da
z z ((D
\z \(n
tm ? 0
H ft'
t0 p
0
O ic H H
Hrotn
w o
tf
r
Ql
t7
O
r
ro
x
H
z
H Ut O
H wo
VJ o) J 0)
\ w.
0 C)
O1 H N
\ rnrn
N
o ao
o
0
J
J
$o J
`?Jr 0
O
O
H
C7
G]
n
tl
h
0
a
7
a
3 b .o N Ca
y H C) N OS
cn !_! J
O :x O
zoo z
to
x w,?ro M
ro N (n
j N Ul :c
7 H cc.?
7 7tl
N
Ln
? W
>ro
> N
Ui
H m
+ ro
1 tt
(D
i ?
?h7i tt
V] a N
70d C S
t 1 t -I (D cn
In
to
I O
I O
I O N
tD (;I
w w
O
I W W N
w u,
G] r 0)
>oa
t-J nUMEn
C'7
Gt)-? 0
?t7
z
no
Hq
m
H
J J
N W N
l7 z W n a
?• a to
H O 00007
W N
? En?s 0 ti t,
0
NZwG)00
mu
Ut O 00 O
t0 H o 00 O
4,•v HHH F-•
Lot 95
4

J
N
O
0
0
O
r
0
0

?o
m
N
z
Ur
H p.
o y
o R•
Q J.
(.n
h h
It. H M
r
co (D
J
N W
N H
•p G
(n cD
I
W
(D
?
M
H p
O
W ,7
w rt
N
O

O (D
N b
ocn?
rn
C) n
0

o
rn p.
(D
H bJ
a
n
7c
C
En

C) KJ
O
H (D
??yy
t•1 (D
`D
?
H
H L7J
wz N
n
N•
d
t 3C7
H p
o rt
P.
rt
O N
tvOy p
IO IO i
w
C]
? r<
l0 <
C C (nc
c
Hw o`
H H- r
w (n x
O u H
\acn zc
N rt c
C, (D wt
O H
N 0 c
G1 c
to th c
a c
F-• c
(D <
h ?
J N•
u, n F
(D
o ?
0
0
Nz
o
O
•P
J (D
N H
.p
zy
z (D C
n (D h
h
z C
z (D u
c
on
to a
Hrt
?
00
0
w
cn c
\ H H ••L
w co t?
CD cn 0
\G H c
N (D z L?
C) p. Q
0
a ro
tzi
a X33
0
z
N F-
z
rt
ti
[?1
(D CJ
(D
C
r• a
m ?
w w
rt H
ti
c
O
n ?
rt bd
K
C]
b H
H
d
O
N
o rt
O
0
0
O H H H
"H ro W t7
7 ?? ?rn
n x 7d o
1 H (n O
H w o
M k.0 J
> \ W•
0 CD
std W HN
> ? \ Ol J
H
w O
O
i 4 ?
O
> o
) o
)
C)
H
i Vj
1
i
C7 C] ~
O H
H
to C ~ t7
MzH
C) Z
N ? [ m
N 0
to w
x ?o x
\ o K
ro x
0 N C)
N H H h9
I co
? y
N
N
W
k
J
N
ro
N
H (n
ro
H
(D
C
?c
?bf (n w N
t 1 ?•l (GD co
t n
to
to
0
0
O
00 N
J
O
H W N
N It,
w
Ada
z ?N011
tW
z
Oo
H
t-i
?O N
dz N
H O N
rh?ror
N W G7 C7
OD t7
(n 0000
H o C. 0 0
0 O 1-H
N%

e1

A =
d
w
O
26.0' 18.0'
4
N
26.0'
C? = 11S
O
HyH OOC+fHntn OG
t-??ro tnroro?xKt?iH
H?nxroro H(D
OHx-?o zw

O
N
w r W HNOI(nG
F, N) co (pM.D.NJPi
W N W O m O O O N r
.L
C.
N
w
(n
.P
r
O
O
J
(P
W
.n H
W N
O H
H O
(o 0
J J
O O
00
w
w H
J H
Cn J
J W
co J
.a
14
O
d I xIHHZUri
00 0H00
G) Ln u, o w W
d
z0 w m
uc q nn
N ?.v xP•
r xf r t
ro ?1 •
(n o
t-i
rr
NHN H WW fl
N Ln O(n .ta jL W HQ.
W OIW JO.P N01-J.
x
HHw
(]
N H (D N) (_n CO Ln C- (D
,P f11 O O ,P Q. ,LT?J
n
a
ro
r 0)tn? H
H N [n -i H
N co ON(D z
H H H N H
NO1H(nNUl taw
IpO N.POOHH'?1
co J (n H W O J o a r F
W(nW r(nW(pN(D
H H
N N H N O L
Hr(pH W NJto P)
Io W 0. WCD H JH
H, P O N W O O 1 N G
W. p m W p) 0) H 0( D
(O (o (o (o w w (o w dP
J J J J J J J J G)
0 0 0 0 0 0 0 0 0
00000000 p.
H H
N N H(n0
HO W O W HNfP (??d
W JJJN0I .P ,Pz
p1 0 W W W .P .ta N r
H.(aM nal CnmW d
H
ro N
N O
o l01
o (n
.P J
II N
w {n
0) H
4n O N
ro0
0101
O of
.(a (n
II 0
co to
O
0)
x
N
H N
H o
N "
0 II
O N
a ,n
II O
H L1
N
CC) t?
-(n .N.
ro
?o
00
N A
CD II
O H
am
II o
N
a)t1i d-9na
ro t' •-3 N (D
O
0
CD O
N O
W
W
zz zzzwm
xb C
rt H
Wr0 00
?z
G)
CCb7HW n
°dHHHtinCL
(p WMI'a WOxm
dP
O O
co n
zz`, xznmN
u H-- O(0 '.d
.'Di ?y O ro 'to 'T?. p01 CHp
rob H
rtn
P. (n
O
FC0"
O
CCtrJn7CCoMK)0?
CI NA
HOWO Cn
n w O Cd (D
zz ?nccam44-
??(n OH m
roUW4 m O
t+i r P. H
H 10
xxt-lrt
z H r•
G) GZi o
HH
rt
axxi?:?tai(nn?
I p
C) H O
lp L NNN wm O
dP O
O H H
a, N
M zzWm-
on
H ^y W
S H rat
n O P.
W ?
'o 111) rl)
dP dl) dP
W
o d
z (A
?H
b
N rt
o r•
O 0
,P G
H
m
t=i
M W O H H
GIxHroCn to
-3 Lrl
rul xN Rio
o H wo
t (D t]w JOl
loo I- w.
N0) Or • o
0ttl w rw
COOX 0) C)
r co
ro ,P
x ?
H W
zC w
CD C-4 J
xi L=1 n J
H O
G-) O O
co On
O H
0 K
H
0 w ? ?
0r
O
N
FA CD
ro ? ',U H
r
UJ C4 0 H
O U r
ro J d
? W
C 1 N H W
om
H H
O N Q
(n N C
Moo
O
,Q J
(0 0)
ro ?
m
0)
H to
H h
C c
N
•C
??+71 H
Cn N N
C G o
tt JJ t+i (D (n
w
Cn
ro0
w c,
zo W
H H O
t+i o
tJ J W Ol
Ql J
t7 co
rn
WO >t7C
Nw
H
N z (n
O
O ,ro
,P H
d
td G) 0
t=i H
t`M (!n J
HC=70 `
tiz o(n
t7 O FH-' (0)n
l7 W r+i to
t-A
t? d
0000
N H 0 0 0 0
W > 0, H H H
N
w

t71
w --
J
w
H
at0
?
N Z
A m
C)
N
ao
C)
N?
w
0
C 00
rn
C)
O -
N CO
ao CD A
, O °j
CO
0
o
O N
?
-A I
0 O?i N
ti
CD
O A
N Z N
rn AM rn
co
0
-3 H t"
009
w
N
W
W
O
(.n
N
tP
W
H
N
m
J
w
N
0) (n
OD Cn
tD O
O O
? uJ
O O
_ 00
00

I I

?c of ?r ?D?r •
0+ M r)
°z i oz 000 U 13,

?m]m

otJH
9
dy
x
x
O
a 0 xHHzta(D ?!t 7 H Ln
z
l7(n(n
(n
l
(
[*1HH q W M
w 0170
-3
or oHOO r
N t?1

? 0)
0
0) G) O tnCD wCD C l HHy cno
0toz0 tow(D t4O C?1 Jrn
0Cy ti n aDrn OH CD
F' Hrt H
O
w l0 NNNON F' 0
Ln N O OD " O " M H M M•
H 'ty-? 5to
' u O
+ \ 0) W
O
JC!
n
ro t
x kp
k ?p
(
0
p H o
N
'p NN
WrN(nNNNC?a
rOD PHlr? O
cNJ•
H?+yGH'•C' wn
z7d 100,- C,O

In
to
'.Um
H

0
0
OD
Cl
O
?d t, -3 to ? (D G) 0
? O
O
o r
O (]
H
NN °
o
N) w rt
N N Nr(D OD
'
Hiy
o a aoa

rC
n t1o
?y
ttz-j,
?
j
r
y
N N r H
x "do C zH
H
N
x
?P J Ol N z ?1 r} H
t+] H. t?
N H N
C
) Co
H H H H •
- l

W
N N a O N O l o
H OOIHN r(n(n0 Z F-I
•1

w t-J
' iL' ? H
H
' w
0) nWwN)C) rt
rWOWO n p.MM CCWH:d O
d0 Zrn O n
I I HHHCD0 a hu zQ
t Cam r
tOWx N) W Ox(D
dP W NG?
0 0
CC) C)
w rn n
y
Ln r N(n NN wON z z N
z C) (D M d ?KJ ?H CC
??
',C7
W 0001 W W HNOr
(Jn l0 N O1 N O J?P C: \\N \OW hV
o ?yz n H tJ
t+7 H C,7
w
M
J W m J (Y)(n"N(D ?3 vi co
ti]

to t0 t0 lO l0 CO to dP M P- .3

rob H

o C,
OD OD OOmaoCO OD oaD(7) rt C) O
000000000
000oo0ooa p0•tn
0 0 0

CCbUh] bt+?KD 0 ti
?-?
(D C>
w
w
V
? -i

W
PrN(nNN W W.'l7 (
D A ?
41 O Ja N M1P OHN H O H o (n
?P W N',CJ (D
H
Fj
O Ut m0 m WNHd zz 0 "
C1 'fl N ' C C
to 0 .
yyw U(nG]n 0 N
kDo Cro=1ro ?w?
y[? C
n
it
o d N•
a en Ho

to t

m n
N o
(
t0 H H W

?
N H ?
t
n 0
0 HO ?do
OD I !?'? os~y C ?-Ca Ho aP
-W tDC' ".?, N NN(n(D O ztD O
da o H J J

It- d co to ao
?? ~
O CC)
m zz
(
D -- (n o

t
? C E
rr 1- 11 En
? 10
1

0
0) t
J x7
H
V
ai
i
0
N
1zH >0a
n
N
k
11 • -I 01
Z
t. rj2
o to m Q
w g
rt
N xy tEn
f7 d ! O L?7
0
K a
0 Wt0
I
?
x ?
+7
?
y l?7
? M
C7F
-' rt
t
o
?
ro HO
"jj
(( N
10
? F
1
?NO C H ?
v
rn U N
da NNMM
dN dP W

( ) N co

tDH
a y; zJOo
Ht70?
Jo 0
O
z
II O z z(
D 'Ln N
dH
Nin C'1 'J'J z ?n (ttn-++ONCD N
in O ?y H t=i x to C]

t co°?

H tD lD O tD o 0 o O
l O J D) '.7 H o 0 0 0
to II ?irHHr

Ol N to
H 0Mrtrt l7 (n a N
x
II 't.
H to
w
N
��-. � ♦, ��; � �� � 1. _. ,�w �� ��i. � ,�
_��
. .
��,
�.� tt
p 6J. S -

ro
v
C)
O?
W
0
0
o
o
owy
?
'
0
? 0
Z I
H 13
??ro b
w
C
x7Cx x
(D G
0
nl 33
x
?
?
(
H7-.H
D OO
O h•00
zMI0ua w aLn CnOHO

- WW Hw
rt

0 wN"
W 0 tl
H3 onti
rJED o
ro?"x?'
m
O
(n NN wNOH
L" (n
t.9 rt
N N
(o H U7 H
(n OJ U7o r,) N
H Ja•A WO?IDWN
N N
CD N Ut
O w H
(n C" O
H
O J N
N o) (n
O (n (n
N H
CD N w w I P w N N
J N N N O w (n ?P
DD •P O•p•P :_j OH
It. -4wwm(pJto
N H
? J a
m J 0014'. iLi NHIOw
.p J H•P N) (P wOOH
O O O Wco w?PNrnG
W o D7 C. J F- m w co m
w(o (O w lfl(o w w w dP
NUt N(n(n N U1(n(n0
00 00000000
00 00oCD ooCD p.
H
rna
H ?.P iAN NlO
-j HO W NOW
J O J O N O J
(O DD WP (O O ,n
N
w
•P J
O W
H
co
N Ut
N 2
`emu (OD
V O
V N?
(Di
N au
W

J J
N W
?o
00C
A
J
y t
?
T
O~)W
?T
0 )
0 C2 09
C7
x
N
rn
I
H
W
N
H
C
bJ
N
? I
N
N
(n
N •(n
?H]
W
? I
rn
m
N
II
(n o
d
a zzroz- 0 13 C) ?
ho t% 13 rr1i tt- ((DD
O
(D O O
w N O
rt OD
(D w
tic
?
C) h
xn ?
m z oro
ppid £ ? z C)a
(owxNWOx(D
dP
?o o Z t? tom/ I?•
l0 ?P J?
0
to ?N C7 NN rl)0m
Ol w w dP
N ?P
m o 0
d M?? ?o
(o H rt
rn to O
o (O
^ n
Lo
zz c'?1?zn(dD
b fJCD boTl00 H
tri ZN•H
Hb H
?rrn
0 0
0
i 0
O
H
d 0 0tz ? M?C O0
RD
? (D a N N ?--• N ?
C] F-• O O O rn
7.. NWN(JJ (D
e zz nowm?
0 0 N
t7bbG) 0 O
0 CD ? H
N o 0
? H
o rt
Cwwt-I1 ddww0!
r: q x oPmram"Mm o
H o H H
nZZ- (D-
O
C) 10 H
W H ft
n O
N H
oyror?(Cxjzcn
I
Z En
orn :j
H
N

a
?xOron HOH
?S t7 tA . Ln
cn x 7o 0
m H (n O
o H w o
r o Ci] lD J 0
wo w•
J ow> W 1--?w
00t \ M.P.
O x H
r (o
w
x (o
H O
z Q (n
W CA •.
'il th Gl w
H O
G CD O
t-JH n
O H
O to
t, 9 H
H t3]
t)t-J kD CO
CHnN W G z
to n z to
w G) HZ
z m H
? nz o
b H N
d
H O 0
Ut
o ?
w
> H
N
H
H w
1 Ff
(D
i ?
?i C?1] N
l7 Cn w N
Tod n (D o
t 1 t J cD cn
W
En
O
O
O W
l0 H
J N
N
N ?P 01
H H
G? W W
z ?W
=]
t
C) Cn
z
d?
N
w Oo
zao??o
uzrno(o
H co H
tH0oo0(n
LT1 Cn 0 u po
ODOCdciryo
(n 0000
(oHoooo
a fJ HHHH
s0e1,c9W.M,AYf??9 R, fo' A R 6t'? •E ?
O SO 06,ZZ
B ?i /97.09' 11A10
. dl.3f
A . A-
29 ep wQ
•_p ?f? ?` A?R ?j 11602*
/j r PO' 49
`9A?P / hob ??• 9? Y t. i . "E 3A00 M spy 00' 4rE
sus 57, ft
ley,47'
ov,
4•of 44 w `° 50
I ,55.10.E S09044 , 55"f
14+ 3/ S of
? Zs59 7Z
pa,16
9t ? AA, s toc' 43 A, 6a43,
W
PRg1bk ????' r 32 ?.so irE s?
R a? s /??• a? l9xYr
t
° /B l6" \ 52
z4 Z AR .16 tueo. s l3 plsoT 42 ?' O
4"
s? ? ? ? 33 ??, f ?• 8 sp•a7'
ft. • 30"
1 ° X76 orE s/o sfe9.
fit q s o 56 /aA74' A 4 , ll46-
s Ir ?+ p/? P9 , 7 \ C
?0 5140' 27.51'
45a 76 01
5
O
? SOS' ff' fP" E
S l /• PPaar x r.
t7L Z
/moo,
I 4? ti
A. sa6a• 35 y? r
E o
R. rf9aAS B P/ 1,.y, P/ !r 6 632' 0'3" m N Ye
A?C,'x9 X411 p2160 N `Co m
.4 Pis 04' ?
C R
4,0a
Jj- ,r
s 0/1 00 w
4+i y ¢?r• A, 464/ P6?75' ?? R s 30.74•
R, 4901,76 A s
0. w
A & PAM' 307
O
2
?i
P,
fi
q?V OVEJ
/5' p6pr
W-. SPWNA? poor ,toAD

V16'1Nq.r jf14P
NpT SC4LE
I 1!S
S .89.12'
CT! 86.71 '
US V44 08RTII'ICATION FOR
"This cerdfies that this copy of this pat aocumWy, depicts the
boundary of the jurlsdtotion of Section 404 of the Clean Water
Act under the present law and regulations >la.dotermined by the
undadpad on this data. Unless thorp is a dump in the law or
our published regulations, this determination of Soadon 404
Jurisdiction may be rolled upon for a period not to. wumd five
(5) years from this data. This determination was made utilizing
the 1987 Corps ofEngineera Wetlands Delineation Manual."
(Name)
9 4 (Titre)
(Date)
"E 183.94' P ,
PL4. .o a
75.77' 1705`
v - y4- -WL9-
Q
WIr7 WL

Q z to 404 WETLANDS b
(D crr AREA= 13013.0 S.F.
N 0A
t
't- 0

Cr
171,54
• _.
n
n
cb
N
I
A
LEGEND
1 071 «.--
15fk t 11DO' ?
92
V.P. EX/S71NO IRON PIPE
$.I.S SET ` IRON STAKE
RIW RIGHT OF WAY
MAIL MINIMUM SU14LDINO SETBACK LINE
M.A MAP #60K
PC. PACE
S.F. SOWRE FEET
CM E97TEIS71NO CONCRETE MONUMENT
ELI VISM0 IRON' STAKE
&M.N. EX?ST1'No MAO NAIL
S. M.N. S MAO NAIL
NOTES
1. AREA +/5, ZAZ.75,,e 45y e6af0hwTO
23.? CLOSURE +? 1:1g000h corrwrlT.dv?
REFERENCE : M.Q 2$ PCi Zx3
4.) P.I.N. 5378 •/6. -BW- 04-6 5
5) FLOOD ZONE : Zav? A?lEcs? RIM AAA14,
372553730%11A+?FC %1"y141Z403
&) R ML W RECORDED :,i4t/d Y1yi%y/
7.) THIS PROPERTY 1$ SUBJECT TO A"
EASEMEM AQREEif$M, AND RIGHTS
OF WAY OF RECORD PRIOR TO 774E DATE
OF THIS PLAT.
.. . Sl/.C?/CY. ,FG.?... .
,? A- %Ass v co,??o e? r?o v
Ihemby oerMV that t1K* ax ! P D, BDaI 295i?9
erred aooord g to ,, rr/ RAG E/GH , NG Z 7G Z 4, 252 - b 72 5?f r",l . and th4t t ? cr*"hm*nts M LAT 93 , ®C 0c,- 6,e 7 souT,y
o41 io6E , use vr,SiQn? '
a?ey, cotBVrr crrr
-, .O M G.le T?RFT ?6f?RA[,Li /SL6 NG k?//T? GN.?
T/ ?`7??I Fox RS'
p em Land Su eyor 01wNa JO rr s t F g r
sr a Land •Survevinar, P1.
? ,? Z?y 501 W. R- ?aai.ean Blvd. Cape comet
Pim Boar DRAD7d err ?? 0 ? Swanaboro, North.Carolina 28584
PAW 1 -.252-39 -2129 (FGX)252-393-3075
UNE
CEM
I a '- US Of
WLIP4
L4 to
r°°
??
.

L
£
c _-
co
o w

O
• c
.C
4 '
Q
g,+w L1 .0
• 5 703 I
I
:50 f:+e.?lxtck
404 We iland Cal ls
COURSE' BEARING DISTANCE
COR.-PL1 S 76'03'19W 0.53,
PI1-WL1 N 04'25'29"E 64.45'
WI1-PL2 N 70'58'35"W 2.34'
PL2-PL3 N 89012'38'V 17.06'
PL3-WL2 S 18'01'50"W 21.38'
WL2-WL3 S 04'27'200#E 27.31'
WL3-WL4 N 42'44'29"W 33.20'
WL4-WL5 N 73'03'24"W 30.46'
WL5-WL6 S 57*02'42' W 21.82'
WL6-WL7 N 79'20'39"W 17.40'
WL7-WL8 N 34' 18'44"W 10.60'
WL8-WL9 N 6630'0.9"E 14.40' '
WL9-PL4 N 42'06'54"E 12.81'
E
ro
X
H H r
m
co
H
N
H
H
N
H
OD
U?
J
J
H
N
H ?
m ?P
m 0
w o
J J
00
00
H
H
m a
N N
Lo 01
CI co
w -
J P - --
W
H
N
a
m
O y
O
W
e -
? ?
O -n

O g .Z1 w

w to
N
O N N
CD ?
H

? . y
NI J
N ?
Q
A z
J N
O
O
N

N

r? rt-? zz y y I
rohi00cGn n+7CHx?] ZOO h7bi0$FrI IH
IH
?HZm d I x yz0N nxH3 law 0
x H((DD oh' oHOo N mw 0
ON 0CD 00Jw o H WoH
4)rozt7 rob7(D ro LT]lO JN
y Or?7d O (n aH w•
0 OC?? 4"?n NN ON o
Hft dEn H?7 n1, Ow N HAP
?A.G ?roC+]x N• ',U OLD NCI
N0 HN) P) H H O r?0'il? y0 7C O ?
ro mO t m
r o
C O
H 0 to w
H?ry H C7H 7 wn t-I 0
H?Na z roz-?C0 0
6?N H-?• roL%'H N n (aD ?O O
O
O H n
x o O H
(D 0 0 CD 0
H W N O rC
rt co
Ha n
NZ zzzwm ?!7
c! w (A
HFi H? n vi
t 1
l ?• H MP -W w 0 !1 0
q C)
txj
d m 0 d
t-I
NOI?P Pr cla H11 nG) ro t"H"H H
ooo.9? (t t10?zm On r (nx m
co toH(D I I H HHona W
CcwxdP7uOxm
O O z
H w m n ro n
HO CI(L zz: c??iznm N t7nfN
iornWG ??O rt-?'? RO H mmHtn
ornJ(D t=i z-3 Fi In w
N•H d C?7w
??kD c? rort? aN
O N•Cn ChN
C) C) oooP, <? F,
O rn m
ry co m
a ,w wNioa w co 'd
HHO COQ ma 0,
HON d A
H NCI Z Jw0 C ol (mD H Froi
.t ? zz ncnm? C c
w l< -. C) N rt
z Wi- R .
N 4 cn (n 'd H C
C) M?zmo t:jn G o
u r 4) 13 . m (D CI
H H In
,P (cpt cn
+Hn dH?N(w1m 30 =1# wO
I ??JJ 85 t(,C Ka HO H
hJ 10 r+ N N N W (D O Z CD 0)
'G)U dp C) q OD O 61
H W 0
N ?P ?P 0 N ?P Ol
O H H d rn
O rr=, zz• m--
III C n WH
COI co cW 3 is \x Hhim
to t'1 H ct N ro m
n P. O r
W
x ox(nh?7((d??t?(nn w
O NhJnw Na <0w ,
O NU NNNM (D H H
N dP dP OP H H .t>
11 R V]zHmJ
N) O 0 t-lt'7zWN0
to z z (D 0 m w t.
J,'
t-I>-, ? C1 OD') N W O1m r4 n
F'• w W fm to
v 0 d
N rt wG)0
O 0 0 0 0 0
N y H O o 0 0
H H H H
I
W .-' qmmbwl
IlLi - A

t t

?V
t

m
r A
t2i
H

J p
O rt
N
O

m
d
r b
co
w rt
cn ::r

N p,
O m

P)
0
c' C
7

m
C)
O
J
O
O
O
O
tm
Im
? C
rn H
o ro
H
o Y
O 0
O m
r y
a
O J.
O r
r ?
C) P.
O N
r ?
O J•
C) w
r ?
a
O J.
O la
r by
r p.
r J.
r t7
p
C.
lD J•
O fJ
C) a
0 J-
Cn t-h
N M
O
o w
? m
to
W C
N
O
oz C+t7' Z t' 13 IW0:H HH
?o
Cam] rn H N O
O H Lo N.
ti o t 1 to J N
J r \ W
to 0 r w O I\- N OD
o r m ??yy h Uo io
C) N k rn
0)
110) W o ci o
N) rt, in
O m O
O O O
w o 0
0 0
N O
w O C)
N C) H
H ? ?C
cn Y• n S
Ol ?
J
O
O Cy t O b.7
H O
t?Y m
En t-I -3
O H .?
7. t']
?m hi zd
W H t' n U M
m
J x
?Ti+ z to
Z l?Uy 0 (nom
t7 n m C+] N H ;f-l
u
xf
M co
z e r7 C?
mm r
:8 En ON
n n N N
z N- r ?
co b
H rt n a
W F. O w
no ro
p ? cn
trJ H
r C ?!
O N t+ H H
?co d C
N m z m
CD a G? ?C
H
0. ro y ?hy7
O ?C7f Cl] N N
O
cn
a H h7 tt7 m
O
n cn
tu cm)
H C)
H O
H
rt Z O
H J w
tl o
U q J w Un
m w io
q co rt \M, CJ?C=1HH
N O
00 t%t
rrt W?o
n
b HC7?
ri N H Z W
Vi Nz N
b t? io
o ?
N ny
Ort aUwG)0t:7
d
O O O O O
O H O O O O
O fJ OOrr
r-4

Lo
O
H
0
J
N
W
O
N
J
N
N
O
0
W
w
tr

13 -3
00
H
N
O
to
?.M
Ut
CD ?
00 -n A
Ct]
rn cn
N I
A
N W
02
W D
0) C/)
A o co
N ?U?i 00 ""
A
hltntr'
? al ?"+7C'IH?GZaofi
J
'
n
z rxHHZt
(D
0
oo
~
G)a i
(
n
v
zzzowwomo
n :tA > 1
rt
?
w yt
?.
io0H
rn ?
r+r? err
???royN
?n

Lrl 0?
N th
1

N O J. W N n -ti a

x u
(D
a 10 O O

H ao
w-r n
a u
o (D
Q zZ zz:V!40(
D

W

Qt ? H a H H

C) P. to

?
O(D O
z ? rt H

Ol oo ?• r
a0 z
?o
W n
O
-mw((DD £z? y?',VV
C/) HH1-30nP..n
x
C)WN)W0M(D
dP
0

NNW w n
~
H
zz
c?ZZ(D C
+7
ko ODH
?V OD r, ',T1 ,bo >?1? En

n H (D H !n

Fl.
T1
[
H
%o (o dP
NNn \
0
•a+,• n
H P-C
0 0 p n
ro 0
ooCi
M
O
??++77 ?+yy
Ztt"0at?Cn Q0y? b7
t
v
E H
a i:
F
xC HHH M m
C:)w Q
((??
J J 0000
wwNN (D
H J r
ul
ZZ nn ?dm
nroe?no
H

tn?
H b
z

U' ro P.

r
II
W ?
H
m
0 rt
(D
'C
C CU ho ?Q1 7d hy[7 H Onmw
I V?+wF?iCZ
47 , :9 NN Nto(D 0
dP 0
H
k O O H
Cn
(o H
N H (D
a ?zz• m-
II CC
00 t? v tn(n
0 x :V1 0
to ',d F .
? O
L*1 13
H
o

H
w ro H O
(n $nw N(]•
C
' a NN N ts7
.
(D
dP dP dP

a o
t7
?
z >n
?Vl
W N
o
Fl•
o
?
H '
z
'
?Cn MM

m
t'7 0Hr
W0£H rU7G
HH
3
H a
t -
w) N
d wo
N M7
Ol H Cn Cl
O H w H
r o Mao JN
(n H ? w•

1d
0 N 0 N)
0W N
0 C)
HO
N
N

r (o

O C
m (n
co
Ln
!n 0
O O
C ) O
H n
c m) H
O H

H
ls
H 7
at+7(o ?

t7
t' En H
Otl tr=70
7G C xxy
C?1
z
E
E
ro
n co
n a
M NHW'd z
M m; (na n
a
% a
O N
w N)
C5 W
a co

H ro
N
H ?
H ro
h
(
a "

N c
F4
H
;ooVVn fu
t•7 fC7 N N
1 o
10
?"o W
3 J J
7O
7N ? N
w io
w a
CC ;U h7 C=i
. H t[o1
>r m
•a
!wo
H
t' 'd
w Jp
Z •o• (n 0)
H N O O
(n0(n(oo
mCl)roror
m wGa)at7
(n a
io 0000
,t? HOooo
•J Y H H H H
M 'f
*. 4(
i

C

w
H A
F{
00 d
rn rt
N
O
ty
(D
C7
(D
N 'o
H rt
w(nM°
Ol C]
H O
N a
C) ? (D
a
n
xa
En
m
rn ?J
O ??yy H
t=1 (D
(D
En V)
H (]
d ry
M F•
co z4-0
rnF3art
• ?H?yy "0" F''
o L? rr ('J
o m
r
ti O 13 F33

a C 0
m H
o b
C) P.
O n
O (D
H
O J.
o r
N •,b
a
Q J.
O N
r
Q J•
O W
F'
a
O J.
o ?
H by
o p,
J J•
H t7
? a
z
tr'
H ?.
o p?.
Q J.
u?
0
rn w
N (+
D) (D
•n
J L'
P)
W ((DD

d z M b d rO ? H H H
K)PO ObC7?roH d(n
(n x? ?o
O O1 H In O
C) H w H
rO N(o JN
WF-' \ W•
K) 0 r\) CD
o N) C)
CEn 00L- \ to a,
H N FC x H
H H V] lD (D
\ (D to u,
N d t?f r W w
\acn yyC J
o ((DD 7C (0.D
Q V) 0
Li o 0
0 0
cn o
w co H
N O H
(D O ?3
Fit
U• W tS?1
O n
N H
O d a
C d
N z r b H
o mC)0 Z
O H tJ -3 W
Fl N ? x
J z
w C) N3
\ N W
ti H 0 ? rn ca
:c d r1 b. m
C) (D ?NOH(n H
d 7 >CC
z 0
VJ (D F'
On NN
zz N• 01 (D y
co V H
H rt
J a t=i
,a F. OD J
Oo ro x
C7 w
bD H w
H C
\ H H
ON r H h
EA u 0 (D
\ r., HH C C
N (D Z N
oac? k
O F{
? ro
t? C
n t07 cu'i a• o
a H r]m (D Ln
o w
n ti
0
b w O
H H O
(t z (D
H J J
t¦7 0
Sn d rn w
(D w (n
4' G] N W
r• aD
ul \ ?y l7 C
w w nLM m
rt H 7d N vi
F-I
N r VI
o?
rt wwo
0 t?
b H ? ?
rf x z ''
tH?]dz w
d H (.n
Cn O w
9 (/1
F'
N ei O t7
Vlrt co N d w 0 0 (7
O w 0 0 0 0
O 01 H 0 0 0 0
O > OOH 1--'
Lot 1 ? ?? i i 1?

HHrq Cn0OHOCn n +xx H x n
H H 3 O n M O OM G Z 1 n H U °0 0
b??ro 07d\ 0) d xl HZrtD
ro tm En Cn h
HH H (D OH oHOo
z00 Goo Cn (D Nm
d
G)rozd[??xi7C?bWM
H rt °dccn HnnH
W •PrnHG ro xN•
H rn m J o w r r b0 U
W NOooco H O I.I tN .brt
ro O P.
nw0
N H
O OIW H•,d H 0H•ri CAC)
r1'lr'' J HJ>o00. Z?roZ\ Coo
(n N) 03 -1 co ?u ?3 0
rorHN R (D (D
x t7 0
o C) Co
H H W N O
o •?wHrt C?]y co
ooa°oa nd
ro a Hy\ >??n
n H nH
44 N •o 0)HN- H x WUJ
cn o 0 aoo N O H ?y ?rt Fa-1
z ?] t J P. r
d m O d
m
O
J
N
i
u.
ui
N
O
.
f U lD
1 ?O]
u,
0
W
m W
0) w
0
J?
? OC]
O W
N
a
W
O N A
W
0
W
H :7 H
H 10 ?P J 7
•P? JH N'JO -I ?
0o n0)0wrrf of I ? H3`Z V%viFZ'nzo n
O J W m H m I H H d n p.
IOWxNw Oxm
C) H
a m C N W ° t 7 H
rn cJa ZZ• c?znm m
co co Ln
1-1 11 0 co
J m MN?G >:0 •,w n H
N m w w o m r m Cn
C7 N• H
ID %D ID dP "
J J
-j J J G7 Hurt n
0 0 0 0 0 0 r 0 U)
ooCD oo0. C7
1-h
O
aaWhl 7vM 10n"
dodrC a0 t3i
ago parr rrm p
CnHJ•Jd q
H O N G m
OD 1, O1(n NW lon m
.1 L)l 03 -j t?.Q
O N J 0) 0) d z z W x? O n(D
Z ??ro G'H o
cnN 8wtt ~
13 CD ??
N t+ir+
"1 OW d
P.
0 O
C) rx p-
O H H
w o rt
{pD
00
F1 4nn axxh7xt+ wA
Cn 0H30t CG HO =W-
(D . NNN((DD O
O dP O
N O H
O P P
o H Nd
w N nzZ- (D c, w
? ? t-I n
O xf H th N•
•Cn Cn H U
t7 H rt
n O
0
raj N
G] oxcnn7;vNwn
o w i? c NA.
O N 0 N N N M M
W dP dP oW
II
co
z ° Z (dD
to \ z \ (n
?H
x b
N N rt
O O P.
O O O
W W .7
II
CD
0
r
t+7
7
rHr ro9v
O :• H - 19
a ro cn C7
13
x o
H (n O
H W H
C+7 l0 J N
r
717
O
r
\ w.
Ortl°?V r o
7C 7C\ NOl
N
O t0
o cn
w
H
J
O
CD
CD
O
0
0
H n
O H
O ?
H
d
z
H d L1
H
y H
W
tr=1 r G
O
r m
to M
t1i
x z
C) n
Cif NHm
C+7 m ', 7 Cn
d t+7 ?o
Cn N
N N
H
J
aro
y
e?
tz) C)
a
t?7
(n
m
O
O
O
O
W
O
O
r
d
M O
K H
x
??
?o to
x
H-
H
O t,
txj
`n
H 0
r
d C-4
7y W
H
DC
t+7
r
N
w?
m
w
ro
(D
m
C
K
n
N N
H O
m ui
N
O
a m
? w
H •A
>t7 Cl
r5
nmco h
,U tJ L7y
t+7
cn
H
zHOI?
ZZm oN
O rn m
0(D 0) 00
Xto n
t(n+`ZO?Gn??
t=7 d
O O O O
N-3000°
COPS -HHH
U'1
l0
•P

I
Moor 45
aG?'.6b1r?R'1iL PAt?'"9p
1
i
.; s'tw*
7.
''[i&K dCc:ESs
1
,s
1
F-
V. 1) ci 10 c
i
+, I as
i
I
h
RF '
c4o
A !,
l ?d!.
K
J t
f

•
-1
Is
404
Wetland
Calls

A0 04 WETLANDS ??CATION FOR
fAC
M S
? COURSE BEARING DISTANCE
C
USA
t
JRVt?

kdr-¢S
"This Cdttiilw that this copy of this pat
accurately depicts the PL-WL1
WL1-WL2 N 58'01'51 "E
N SM40'17"E 17.63'
33.43'
boundary of the Jurisdiction of Seodon 404 of the Clean Water
'
*

?
pb Act under4he
present law and regulations as determined by the
undersigagd on this date. Unless there is a chan
e in th
l WL4-WL4
WL4-WL5 N 41*51
49
E
S 5726-14-E
' 19.57'
23.15'
1
,
4-7
s ., S Y? 1 g
e
aw or
our published regulations6 this detacmiaadon of Section 404
Jurisdictiop may be ralied upon for a period not to exceed five WL5-WL8
WL8-WL7
WL7-WL8 N 78'35
40'E
N 5703'51"E
N 54'37'10"E 29.15'
18.39'
24
72'
i
?Qt Cki 1 ` (S) Years 8om this date. This determination was made utilizing WL8-PL N 78'01'34"E .
63.37'
the 1987 Corps of Engineers Wetlands Delineation Manual."
VICINITY ff-4P (N a m e)
NOT TO SCALE (Title)
1 (Date)
m I ? i
84'20'30"E I
00 1
L4 cq
m O a w
/ / p D
PL m
of o ? ??
WL WL8
IN
WL.7 `P can
26 8p ?
wl 9
rao s9.L ,
N ,
4.79,
6&16,03
.LEGEND
E.I.P. EXIS77NO IRON PIPE
S LE SET IRON STAKE
" RIGHT OF WAY
M.ES L. MINIMUM BUILDING SETBACK LINE
M.a MAP BOOK
PG;' PAGE
S .F SQUARE FEET
C- E7lIS7TNG CONCREIr MONUMENT
EI.E EX/SnNG IRON STAKE
EM.N. E?j/37ING MAO NAIL
S.M.N. S?t?, UAG NAIL
-% p,4w A- oad.?a -%wim
arsd aooord*W to
?s for Land Sw
Carowta. and that (a
Iles ar.oroaohmenft rt
FOR
Sw veyor
/w/y, zao4/
murx Br ,
q0? ?
15 f ? s?-
1?5
YYL? ?'
i
i
p,N?s S.F;
57 1 4
0

NOTES
1. AREA x•25, x}06.5 s.F ?BS'coo edivArt
2. CLOSURE - 1:10.000+ Co-PVrt7 4&)
3J REFERENCE : M.B. 2A PG. 221
4.P./.N.5373./2.75'-Z93'7
5FLOOD ZONE : to v? X 5 /
3720 5373 G?OJ, 1? ./t?Gy /4 Z,0,3
R) RNAL. MAP RECORDED : , ml c iz,, :.4 i
7.) THIS PROPERTY IS SUBJECT TO ALL
EASEMENTS, AGREEMQM, AND RIGHTS
OF WAY OF RECORD PRIOR TO THE DATE
OF THIS PLAT.
O
p4:
.. . .. --ate. Io I !7. -l
?ASS?JU Co,e?0,2sI T/D?! .
Z7EZ 6 Z0Z- 47Z- 3'tl5. /
L oT G , ,BLDG,!;' ?(• ,C/O R.T6/
R0 YAcI. • Or/•,E's! ,S UB,a/V /sioy
?/FRTfrxt,T ---
. I ..?.? ?c!!!?E"/d, .zoC,fc ? 9dr?Gxq
Land Surveying, P.A.
501 R. B. McLean Blvd. - Cape Carteret
Swaaeboro. North Car4Lltta 28554
,2D a
2 CENMRUNE
M.

." to
...? QO p,C. BLt'GK IFS
Ge S
Do?P1fl I` OAKS
A c
?,DOK47,
;PjtgJan? 'g,,?K 1
R?tAw,t
viol-MITY JfAp -7
NOT TO SCALE
fd AT6 404 WM ANDS CMUMCATION FOR USACOB 8MVBY
APPROVA1.j
•r>v. owaen tna We mar of this pa ooottawy depict. As eoyna.ty of tLe

JtKlWWW of Section 404 of m. MW WNW Act iW w the pteOot law wd a.
traVle = L de m1wd by the tW{eldpW on this date. UOIm Onfo Is a obago
In the law or our publMW thb ddwadudon of Sudw 4Q44 jwiedWm
) * mRW
- fo
?a f r
r a
?
up
m to mmW ,n. (3) "m ftm t* duL M
wee made WIdDS the 1997 Capm of &Wneme WetW4 Dd no tdon ? P L
?
MOW."
(N-)
Ede)
(D-)
404 Wetland Calls
COURSE BEARING DISTANCE
PL-WL1 S 82'22'000E 20.37'
WL1-WL2 S 52'05' 17"E 19.91'
WI-2-WI-3 N 2720'27"E q.43'
WL3'-WL4 S 8418'22"E 24.74'
WL4-PL S 8538'10"E 22.04'
PL-WI-5 N 75!40'22"E 10.26'
WL5-WI6 S 02.5028'1N 15.56'
WL6-WL7 S 84'15'53"E 12.45'
WL7-WL8 S 64 20'32"E 6.30'
WL8-WL9 S 02' 14' 14"E 19.48'
•WL9-WL10 S 2525'16"W 12.42'
WL10-WL11 S 75'35'26"W 10.24'
WL11-PL S 5(708'39"W $,72'
WI12-WL13 S 54.13'57"E 15.37'
WL13-WL14 S 02'42'05"E 6.80'
WI14-WL15 N 89'24'01 "W 18.38'
WL15-WL12 N 19'43'45"E 16.56'
WL18-WL17 S 60'37'08"E 18.64'
WL17-WL18 S 79'32'24"E 17.99'
WL18-WL19 S 20.37'29"W 11.63'
WI19-WL20 .
N .86'27'52"W 14.26'
WL20-WL21 N 42'S7'47"W 7.47'
WL21-WL22 S 59'30'01 "W 11.55'
WL22-WL23 N •54.46'38"W $.44'
WL23-WL16. N 11'10'22"E 20.06'
PC-WL23 N 63.13'57"E 32.15'
WI16-WL15 N 28'05'19"E 13.32'
LEGEND
E.I.P. £XISANG IRON PIPE
Sal a SET IRON STAKE
% RIGHT OF WAY
M.B.SL MINIMUM BUILDING SETBACK LINE
ME MAP BOOK
PG. PAGE
S .F SQUARE FEET
CEN7a£'RLIN£
C.M. EX/S77NG CONCRETE MONUMENT
Ela EXLST/NG IRON STAKE
EMN. fiXIS7)'NG MAO NAIL
$M.N. SET ANC AWL
t/blov
pptreparrsd atioordfW to the a" Sw V-0
Caroi,?M6 andL that (therC
Ifte onormoh"wnts eftthe?r
FOR &0118 r P062
1 U BEs -7140v, 20? sl
Frrsc aoox mum ar -I
Dlnw
0

0
N !71.01 I.
I I
f 404 WETLANDS
,AREA= 4,959.1 SIF.
I WL1 I
7-k_, ?WU .WL4
I WL2 I
J I I
PL WL5 2
Z; W-6WL •to•
$ cn ? L8? S?L
z 91 Al WL12
O J
W1 Ir
N
tNv WL 1?L 16
WL17
PC
,?'ZCL
r?-,yes
WETLAND A AREA= 971.7 S.F.
WETLAND B AREA= 184.7 S.F.'
WETLAND C AREA= 487.9 S. F.
NOTES
1.) Al?EA /G G 2/, 7 SA('A' V awAoavq r6
2.) CLOSURE ; 1:10,000+ c4w^1gr1o1v)
3. REFERENCE : MB. ZS PQ ZZ-7
4. P./.N. 5373.12 -f'S - 2 74 7
5. FLOOD ZONE : ZON6 X .46(EL9POX 1.4444.
372o5373OC./ DATO?OJl/Ly %, zoo3
d) RTNAL MAP RECORDED : gP.eit 12,11W
7 ) THIS PROPERTY /S SUBJECT TO ALL
EASEMENTS. AGREEWENTS, AND RIGHTS
OF WAY OF RECORD PRIOR Tip THE LM7r
OF THIS PLAT..
SaRVEY .1=0114t
&,,45514U CORPORA 7-1011V
P.O, aox 295.44Y
RqL?/G,y /VG 27626 25z- a7Z-
GOT 2 , a4doe a $dA itlpp,r1l
R'oYAZZ bA*t si ao/v/5/cN
G?IRTE,2F
s era
-oM.EiCOLO/0LFA/4 A/4y0%a4.<
Z40V I90p
Land Surveying, P.A.
501 R. B. McLean Blvd. -Cape Cm
U)
i
01
O
0
m3
i
tr
-A
13
N
WL20 'WL19
,82'45' 1 ?_W
A?86.05,
Gran R$388.00
Ville Drive
4 0' R/.w
a

1
69
SPANGLER
ENVIRONMENTAL, INC.
Land Planning ? Permitting ? Environmental Consulting ? Construction Management ? Expert Testimony
WETLAND MITIGATION PLAN
DOLPHIN RIDGE AND ROYALL OAKS SUBDIVISIONS
CARTERET COUNTY, NORTH CAROLINA
Prepared by:
Spangler Environmental, Inc.
224 Fayetteville Street Mall, Suite 400
Raleigh, NC 27601
-and-
3961 B Market Street
Wilmington, NC 28403
January 21, 2005
Paul Masten
Project Environmental Scientist
224 Fayetteville Street Mall, Suite 400 P.O. Box 387 Raleigh, N.C. 27602 tel [phone] fax [phone]
3961-B Market Street Wilmington, N.C. 28403 tel [phone] fax [phone]-SPANGLER spanglerenvironmental.com
CONCEPTUAL WETLAND CREATION PLAN- DOLPHIN RIDGE AND
ROYALL OAKS DEVELOPMENTS ...........................................................3
TARGET: ................................................................................................... 3
CREATION AREA BENCHMARKS: .......................................................... 3
SITE DESCRIPTION AND CREATION STRATEGIES: ............................. 4
Geographic Position .......................................................................................................................4
Site Characteristics ........................................................................................................................4
Topography ..................................................................................................................................4
Soils .............................................................................................................................................4
Hydrology ....................................................................................................................................5
Depressional Areas ..................................................................................................................5
Vegetation ....................................................................................................................................5
Proposed Creation Strategy ..........................................................................................................7
Topographic Modification ...........................................................................................................8
Natural Recruitment of Seed Material .........................................................................................8
Hand Planting of Native Species .................................................................................................8
Creation Area Monitoring ............................................................................................................9
Hydrology ....................................................................................................................................9
Vegetation Monitoring .................................................................................................................9
Appendix A -. Planting List ............................................................................................lo
Appendix B - Pre- and Post-construction Topographic Contours ..............11
Appendix C - Supplemental Planting Plan .............................................................12
Appendix D - Typical Creation Area Cross Section .........................................13
Figure 1- General Site Map - Swansboro USGS 7.5 Minute Quadrangle Topographic Map
Figure 2 - Site Soil Map - Carteret County Soil Survey
Conceptual Wetland Creation Plan- Dolphin Ridge and Royall Oafs
Developments
Target:
Create wetland biological communities on the site as mitigation for the planned wetland
impacts to occur at Lots 9, 12 and 93 of the Dolphin Ridge subdivision and Lots 2 and 6
of the Royall Oaks subdivision. This plan is intended to provide a minimum mitigation
ratio of 1:1 for impacts proposed. Specific locations of mitigation are proposed to
compensate for specific locations of unavoidable impacts per the following correlations:
• 764 square feet of impact at Lot 12 of Dolphin Ridge, 337 square feet of impact at
Lot 9 of Dolphin Ridge, 3,107 square feet of impact at Lot 93 of Dolphin Ridge,
224 square feet of impact at Lot 6 of Royal] Oaks and 673 square feet of impact at
Lot 2 of Royall Oaks, a total of 5,105 square feet, will be mitigated by the
creation of 1,666 square feet of wetland on Lots 11 and 12 of Dolphin Ridge,
1,443 square feet of wetland on Lot 39 of Royal] Oaks and 2,160 square feet of
wetland on Lot 41 of Royall Oaks a total of 5,269 square feet.
Creation Area Benchmarks:
• Establishment and maintenance of water table within 12 inches of the soil surface for at
least 12.5% of the growing season, for three successive, normal rainfall years through
minor excavation activities to affect hydrology on a per lot basis. Excavation activities
will create three vegetation zones - a Facultative zone at an elevation one foot above the
seasonal water table, a Facultative Wet zone at an elevation six inches above the seasonal
water table, and an Obligate zone at the elevation of the seasonal water table.
• Natural recruitment of seed material into each zone according to the following
percentages and densities:
1. Facultative zone - 75% plant species with a wetland indicator status of
Facultative or wetter and 25% having Facultative Upland or drier status to achieve
a total aerial coverage of 75% after two growing seasons.
2. Facultative Wet zone - 25% of plant species having a wetland indicator status of
Obligate and 75% having Facultative or wetter status to achieve a total aerial
coverage of 60%.
3. Obligate zone - >50% of plant species having a wetland indicator status of
Obligate to achieve a total aerial coverage of 40%.
A typical diagram of these zones, the anticipated vegetation types and excavation slopes
is included in Appendix D.
3
• Supplemental planting of hydrophytic vegetation as defined as dominant (greater than
50% basal area for tree species, 50% aerial coverage for herbaceous species) of species
with wetland indicator status wetter than FAC to be performed, only as needed, to
achieve the wetland species indicator percentages and aerial coverages listed above.
Site Description And Creation Strategies:
Geographic Position
The Dolphin Ridge and Royal] Oaks Developments are located off Coast Guard Road, on the
barrier island that includes Emerald Isle, Carteret County, North Carolina. The site is located
approximately 0.8 miles west of NC Hwy 58, 1.7 miles east of Bogue Inlet, and 1500 feet south
of Bogue Sound. The site can be found on the Swansboro USGS 7.5 Minute Quadrangle
(general site map in Figure 1) and on Carteret County Soil Survey (soil maps in Figure 2).
Coast Guard Road creates the southern boundary for Royall Oaks subdivision, and the northern
boundary for Dolphin Ridge subdivision. Bogue Sound creates the northern boundary for Royall
Oaks, and the dune system of the Atlantic Ocean creates the southern boundary for Dolphin
Ridge. The east and west boundaries for both subdivisions are created by separate, independent
developments.
Site Characteristics
Topography
The project site is situated in the area between the elevated ocean dune and low marshland
adjacent to Bogue Sound. Elevated dunes are prevalent throughout both subdivisions, as are
many depressional wetland areas, typical for a barrier island system. Elevations over the site
range from 25 feet to 10 feet above sea level, and the dune/wetland system provides topographic
variability on a per lot basis, and is consistent throughout both subdivisions.
Soils
Soils in the low-lying wetland areas have dark surficial layers, while those in the elevated dune
systems have a much lighter surficial layer. Munsell color generally ranges from 2.5 Y 2.5/1 to
5YR 5/1, and the thickness of the surficial layer ranges from approximately 4" to 12". The layer
below the surficial layer displays a more narrow range of color. These lower soil depths key out
on a Munsell chart between 7.5YR 4/1 to 10YR 3/2. It is the first subsurface layer that is most
useful in determining the presence or absence of hydric soils.
4
According to the publication, Hydric Soils of the United States, and the Carteret County Soil
Survey, two recognized hydric soil series exist on this site, Duckston and Carteret. The upland
soils that are present on the site include Corolla, Fripp, Beaches-Newhan Complex, and Newhan-
Corolla Complex Series.
Hydric Soils information:
Carteret series - This soil is generally described as being nearly level and very poorly drained in
the marshes of the Outer Banks, with moderate alkalinity, the water table being at or near the
surface continuously, and it is flooded by ocean tides daily. This soil series is located in the tidal
areas on the northern edge of Royall Oaks.
Duckston series - This soil is generally described as being nearly level and poorly drained on the
Outer Banks in troughs between dunes and on flats between the dunes and marshes.
Permeability is rapid, and is medium acid to moderately alkaline. The water table is usually one
foot to two feet below land surface and fluctuates somewhat in relation to the tides.
Hydrology
The presence of wetland hydrology on this site is likely due primarily to precipitation and some
subsurface flow into the depressional areas in between dunes, some of which are geographically
isolated from other water bodies by these dunes.
Depressional Areas
Depressional areas located between dunes can be found throughout the subdivisions. Some of
these areas do not seem to have surface hydrology throughout the year, or have very little, while
others appear to be inundated throughout the year. The size of the depressional areas may vary
from 30 square feet to an acre or more.
Some depressions have very little topographic change from the adjacent uplands, while others
have a topographic change of 5-10 feet over a 5-foot interval. The smaller, isolated areas are
most likely hydrologically fed by subsurface flow from nearby wetlands, as well as precipitation,
while the larger areas are most likely hydrologically connected to Bogue Sound and fed by
precipitation and subsurface flow. A steady buildup of organic matter has possibly hindered
vertical and lateral drainage from these features and furthered the development of their "bathtub"
shape.
Vegetation
The majority of the site has had some degree of vegetation alteration, primarily small-scale tree
and underbrush removal for the purpose of developing individual lots. Additionally, as can be
seen on the Carteret County Soil Survey (Figure 2), the site had not been cleared prior to the
5
mid-1980's. Much of the existing vegetation outside of the developed lots is the original,
predevelopment growth, and provides an accurate assessment of' the natural vegetation growth
succession.
The elevated dunes are dominated by Pinus taeda, and Quercus alba in the canopy, and stunted
Quercus virginiana in the understory. In the wetland areas, the central, wettest areas are
dominated by aquatic species Lemna minor, and Eichhornia crassipes. The edges and shallower
areas of the wetlands are dominated by herbaceous species Osmunda cinnamomea, Solidago
sempervirens, Peltrandra virginica, Saururus cernnus, Cornus foemina, Ammania latifolia,
Ludwigia palustris, and Polygonum punctatum. The understory along the edges is dominated by
Myrica cerifera, Persea borbonia, Magnolia virginiana, and Salix nigra, and in the canopy by
Acer rubrum, and Pinus taeda.
The barrier island system observed on the project site is a varying combination of communities,
the Maritime Evergreen Forest, which represents the elevated areas and grades down into either
an Interdune Pond, Maritime Swamp Forest, or Maritime Shrub Swamp as described in the
Classification of Natural Communities of North Carolina, (Shafale and Weakley, 1990) Third
Approximation. Such classification will be used throughout this wetland creation plan for the
purpose of clarity and reference.
The Maritime Evergreen Forest community is described as old stabilized sand dunes and flats
protected from salt water flooding and most extreme salt spray being well drained to excessively
drained, and subject to moderate to light salt spray. The vegetation is typically characterized by
a low to moderately high canopy (open or closed) of Pinus taeda and stunted Quercus
virginiana, with an understory dominated Persea borbonia, Juniperus virginiana, Cornus
florida, and others. A shrub layer is usually present, and includes Ilex vomitoria, Myrica
cerifera, Sabal minor, and Calicarpa americana. The herb layer is described as being sparse and
low in diversity. Some of these species have all been identified on the site, but species
identification focused on the wetland areas, i.e. within the Interdune Pond community. This type
of community is found on the upland areas of most lots within the two subdivisions.
The lnterdune Pond community is described as being depressions in active or relict dune areas
on barrier islands, where the soils are not generally mapped and the surrounding and underlying
substrate is sand or muck. These areas are permanently flooded to intermittently exposed.
Vegetation in these communities are often floating or submerged aquatic plants, depending upon
depth of water, but can include Azolla caroliniana, Ceratophylum muricatum, Limnobium
6
spongia, Riccia fluitans, Ricciocarpus natans, Spirodella polyrhiza, Lemna gibba and others in
deeper waters, and shallow waters and intermittently exposed area have various freshwater
marsh species, such as Thelypteris palustris, Leersia oryzoides, Eleocharis baldwinii, Typha
angusti%olia, Setaria magna, and others. Pond margins often have borders of Salix nigra, Acer
rubrum, Cephalanthus occidentalis, Nyssa biflora, Rosa palustris, and Decodon verticillatus.
The hydric soils of these communities are often overlooked during mapping, and is most likely
the cause of the project site not having any hydric soils mapped. This type of community was
observed on Lot 93 of Dolphin Ridge.
The Maritime Swamp Forest community is described as being wet areas in well-protected
swales, edges of relict dunes, and edges of freshwater sounds. The soils are wet mucky or sandy,
and the areas are palustrine, seasonally or intermittently flooded or saturated, to intermittently
exposed. The forest canopy is dominated by such species as Nyssa biflora, Acer rubrum,
Liguidambar styraciflua, Fraxinus Americana, Taxodium distichum, Pinus taeda, Quercus nigra,
or Quercus michauxii. The understory trees and shrubs may include Carpinus caroliniana,
Persea borbonia, Myrica cerifera, Conrus stricta, and Magnolia virginiana. Common vines
include Berchemia scandens, Toxicodendron radicans, and Vitis rotundiflora. The usually
sparse herb layer may include Woodwardia virginica, Woodwardia areolata, Osmunda
cinnamomea, Osmunda regalis, Saururus cernnus, Boehmeria cylindrical, Mitchellarepens, and
Carex. This type of community was observed on Lot 12 of Dolphin Ridge and Lot 6 of Royall
Oaks.
The Maritime Shrub Swamp community is described as being wet dune swales and depressions
on barrier islands, with wet mucky soils, which are palustrine, seasonally flooded or saturated to
intermittently exposed. The vegetation of these communities typically has an open to dense
canopy of shrubs to small trees composed of Persea borbonia, Pinus taeda, and Acer rubrum,
and a sparse herb layer containing Osmunda cinnamomea, Osmunda regalis, Woodwardia
virginica, Onoclea sensibilis, or Thelypteris palustris. This type of community was observed on
Lot 9 of Dolphin Ridge and Lot 2 of Royal] Oaks.
Proposed Creation Strategy
All wetland creation areas are proposed to be extensions of existing wetland communities, so the
excavation, grading, and plant choices for the creation areas will be done so as to reflect the
hydrological and vegetative conditions of the adjacent existing wetlands. The following table
equates the target Community Type as indicated by the characteristics of the adjacent wetland
with the proposed mitigation location:
Lots 11/12 Dolphin Ridge: Maritime Swamp Forest
7
Lot 39 Royal] Oaks: Interdune Pond
Lot 41 Royall Oaks: Interdune Pond
All on-site work will occur under the direct supervision of the wetland scientists, soil scientists,
and engineers that have been responsible for the Restoration Plan and Wetland Delineation.
Topographic Modification
The topographic adjustment to the upland area adjacent to the existing wetlands is the first step
in the creation of these mitigation areas. Exhibits showing the pre- and post-construction
contours of the proposed mitigation locations are included in Appendix B. Reference monitoring
wells have been installed in uplands near the existing adjacent wetlands to provide the water
table depth to guide the needed depth of excavation. The transitional topography of the
upland/wetland boundary of the existing wetlands will be mimicked in the excavation of the
creation areas (i.e. 3:1 slope down to existing wetland boundary will correlate into 3:1 slope
down to creation area boundary). The existing, adjacent depression areas will form the model
for the down slope topography. In this manner, a natural topography will be created, which in
turn will encourage natural wetland conditions.
Lowering the elevation of the planned creation areas will result in surface and subsurface soils
being exposed to the water table and reducing conditions that will, over time, result in hydric soil
conditions comparable to the existing adjacent wetlands.
Natural Recruitment of Seed Material
Because healthy, diverse vegetation communities are present in the existing wetlands adjacent to
the creation areas, natural recruitment of the native seed material will be used initially. This will
be done by simply allowing the existing plant species to migrate into the creation areas through
natural means of germination and root stabilization.
Hand Planting of Native Species
If natural recruitment does not meet the success criteria stated in the goals of the Vegetation
Monitoring within three years of the completion of the creation areas, a cover crop of low-
growing herbaceous and woody wetland species will be planted by the end of the third growing
season in order to attain the vegetation success criteria. Planting of bare-root seedlings of
species, identified in Appendix A, within the creation areas should commence in March of the
growing season following the second year of monitoring to allow maximum time for
establishment during the first year's growth. Planting locations for each creation area are
specified in Appendix C. Such supplemental planting shall be performed to achieve the wetland
indicator status percentages and aerial coverages listed in the Creation Area Benchmarks. The
8
planting lists for each specific creation area were based upon the species identified in the existing
wetland areas adjacent to the creation areas.
Creation Area Monitoring
Hydrology
Goal: Reestablish and maintain wetland hydrology, as defined as a water table at or above 12
inches in soil profile depth for at least 12.5% of the growing season for three successive, normal
rainfall years.
Shallow water table monitoring wells have been placed in upland areas adjacent to where
creation will be performed and will be examined at three times during the growing season and
one time outside the growing season. Monitoring will commence at the beginning of the
growing season that follows the completion of the topographic modifications. Data obtained
from the United States Geological Survey (USGS) and/or National Weather Service will be used
as reference for calibrating rainfall to water table depths for normal year.
Vegetation Monitoring
Goal: Create vegetation densities similar to those of the existing, adjacent wetland areas used
as reference for wetland creation areas. For the Facultative zone, an average stem count of 60-
70 woody stems/acre and an aerial coverage of 15% of herbaceous species. The percentages of
wetland indicator status of species within this zone will be 75% Facultative or wetter and 25%
Facultative Upland or drier. For the Facultative Wet zone, an average stem count of 30-40
woody stems/acre and an aerial coverage of 40% of herbaceous species. The percentages of
wetland indicator status of species within this zone will be 25% Obligate and 75% Facultative or
wetter. For the Obligate zone, an average stem count of 10-20 woody stems/acre and an aerial
coverage of 35% of herbaceous species. The percentages of wetland indicator status of species
within this zone will be 50% Obligate.
The vegetation in each zone of the creation areas will be monitored on a quarterly basis over
randomly chosen sample locations (utilizing a random numbers table and grid system over the
restoration areas) that cover at least 10% of each individual creation site. The aerial cover and/or
stem count will be quantified as well as the wetland indicator status of the species within the
sampling location. Additional notes will be made on the general health of the vegetation and the
extent to which the sampled location is representative of the creation area in general.
Monitoring will be performed until the success criteria goals mentioned above are achieved and
maintained for three successive growing seasons.
9
Appendix A - Planting List
All plant species are bare-root seedlings unless otherwise specified
Dolphin Ridge Lot 11/12 creation area - Maritime Swamp Forest
Salix nigra - 4
Myrica cerifera - 3
Persea borbonia - 2
Acer rubrum - 2
Osmunda cinnamomea - 20 (1 / 6 sq ft)
Solidago sempervirens - 40 (1 / 6 sq ft)
Mikania scandens -30 (1 / 6 sq ft)
Royall Oaks Lot 39 creation area - Interdune Pond
Persea borbonia - 2
Myrica cerifera - 3
Acer rubrum - 3
Magnolia virginiana - 4
Osmunda cinnamomea - 37 (1 / 10 sq ft)
Polygonum punctatum - 45 (1 / 20 sq ft)
Saururus cernnus - 10 (l / 20 sq ft)
Ammania latifolia - 10 (1 / 2 sq ft)
Royall Oaks Lot 41 creation area - Interdune Pond
Persea borbonia - 3
Magnolia virginiana - 4
Acer rubrum - 3
Myrica cerifera - 3
Ammania latifolia - 20 (1 / 10 sq ft)
Ludwigia palustris - 20 (1/ 10 sq ft)
Leucothoe racemosa - 25 (1 / 20 sq ft)
10
Appendix B - Pre- and Post-construction Topographic
Contours

17 Existing Wetland
® Creation Area
1.0
0.5
1.0
0.5
--- Preconst-t- Contours
Fo t-truction Contours
0 20 40 !0
" D
l
h
k M
Pl
n
R
R
O Ua? Mall
224
-

"

A
Q I
a o
p
a
itigation
a
in
idge/
oyal) Ward t Smith, P.A. M#400
® Surte?400
Fort OR" Box 987
iv $ 6 ? Lots I I and 12 Dolphin Ridge Topography 5PANGLER 11jLeh,NC27602-0387

A
_ Emerald Isle, North Carolina
cnpyngR 0 2005 .`ryingkr CmmramrRd. inc.
_ I
f'N'JIK(JNMFid1 AL. INC:. (919)$40$4

n f-tiny W&I-J
® Creation Area
1 .0 / ? ?? 1
0
0.5 1 ? .
?

i , 5/ ? 0.5

I I
l ii I I I
/ 2 6; I t i
I I
I
I
/i il? >lil l?

5
t6
? l
I
4
3/ l
0.5 t
/
5 0.5

1.0
1.0
i--- Preconst-ton Contours
F-t-t-t,on Contours
0 5 10 2D
f
I

D
l
h
k M
t
Pl
R
d
/R
ll O
t
224 rayett"lle 5t. Mall
- -
" Y o , o
p
in
i
i
iga
ion
an
ge
oya
a
L
t 4 1 R
k T
h
ll O Ward Smith, P.A. SxtetA00
Post Off e5m387
> P
° iT ' - o
opograp
y
oya
a NC 27602-0387
W
5
PANGLE
R
8 Emerald Isle, North Carolina 2005 hem a .i .
-WqK (D 13_ ,
I
X91 5460754
LNViR()Nllt:Jl Al.

n f-tmg Wetland
® Creation Mea
0.5
1.0
/

0
5
-2- -3-'
1.0
.
1.0 ?7
4 5-

5/ .3/ / 0.5

i2

1.0 0.5
i--- Precoret-t- Contours
F-t-tru b- Contours
0 5 10 TO
i
D
l
h
k M
t
t
Pl
R
d
/R
ll O 11w 224 rayettme 5t. Mall
- -

" A y o
p
in
i
i
iga
ion
an
ge
oya
a
h
L
ll
k T
39
Ward 8 Smith, P.A.
#400
P°'t°"uB° 387
0 o Q y
ot
Roya
Oa
opograp SPANGLER ,NC 27602-0387
0 Emerald Isle, North Carolina O 2005 13-3 rWiP0NMPIAi. iN? (919)546V54
Appendix C - Supplemental Planting Plan
12
Lot 12 Lot I
Dolphm (Edge Lot 1 1-1 12 Mibgabon Area
1
Existing Wetland
® Creation Area
Ar
Pb
Gnnamon fern Mc
Sn
Golden Rod Mc Climbing Hempweed
P19
Sn
Sn Ar
Sn
Lizard Tail
Mc
® ob gate

® Facultative Wet
® Facultative.
PIANT5
L-d Tail
Golden P.od
Gnnamon Fem
Ar - A- rubrum
Mc - My- -f-
PE, - Per- borboma
5n - 5dax mgera
0 20 40 OD
Pl
R
d
ll O
k M
D
l
h
R Fayetteville St. Mall
224
11
i
itigation
ge/
oya
a
an
o
p
in
#400
S"k

L
I I
d 12
R
d
Pl
Pl
l
h Ward ? Smith, P.A.
P09t0"""E°"W7
;; ? 61 % R i
anting
ots
an
in
ge
an
Do
p »o
n SPANGLERw?, NC 27rO2-0387
, ? ti Emerald Isle, North Carolina (D 2005 E-.,z. C- I eNVIKI)titi,,,1-1_ 11?L (919) 54G-0754
Lot ? I
Poyall Oak Lot 4 1 Mitigat;on Area
lf-bng Wetland
® Creation Area
Ar
Pb
E Pb Pb
m
E
E 9 ? m
Q y c
u 9 m
Ar E
c
My Li-
P
Q J??ac My m
N
?I?j 3
M Ar m
M My
My
® Obligate
® Facultative Wet PtANT5
I'etterb-h
® Rnk Ammama
FaadtaGve 1Nater Purslane,
Ar - Aces rubrom
M, my- ""f,.
My -Magnolia vlrguwna
I'b - P-ca ,orl,
0 5 10 20
Dol
hi
Rid
/R
lf O
k Mit
ti
Pl 224 Fayettcnlle St. Mall
p
n
ge
oya
a
iga
on
an
Lot 4 I Ro
all Oak Plantin
Plan Ward 4 Smith, P.A. ® Fo?stO,Hi?ceBort387
m o Q ? y
g ? SPANGLER NC 27602-0387
o ? e Emerald Isle, North Carolina ? ??, C- eWPUNMt?1A1. 11d(:.(919)54607$4
Lot 39
"Al Oak Lot 39 Mit,gahon A-
Fstmg wetland
® Creation Area
M
Pb
Lizard Tai
Dotted
My Cinnamon Fern Smart d
Mc Ar My
Mc
Ar
Cinnamon Fern Ar
Pb My Ink Ammanla
My
® Obligate
® Facultabve Wet PLANTS
Gno F-,

Facultative
® Dotted 5mart-A
L-rd Tail
Pmk Ammama
Ar - A- rubmm
Mc - My- -f-
M, - Magnolia wgimana
0 5 10 20 Pb Persea borboma

? D
l
h
ll O
k M
Pl
R
d
/R 2
24 fayetteWle5t. Mall
- - y o
a o
p
a
an
in
l
ge
oya
itigation
Pl
L
t 39 R
ll O
k Pl
t Ward 4 Smith, P.A. ®
5ute
Post Olfice8ox307

9 N
Q ? ing
o
oya
a
an
an SPANGLER • NC 27so2o3e7
i
n S
?
.. Emerald Isle, North Carolina
-pyn9nt 0 2005 5pan9lce-?.IZ.
_3
FNVIKONMLNInI, INC.[phone]
Appendix D - Typical Creation Area Cross Section
13
Obligate 7one F-Itatrve Wet Zone
Water Table
17 Facultative Zone
150% Obhyate 75% Facultabve
25%Obhgete wet or wetter 75'9 Facultatwe wet or wetter
25% f-rltaty- up

D
l
h
d
l) O
k M
Pl
R
R 224 Fayettchlle 9t. Mall

' o
p
ge/
oya
a
an
in
itigation
i
T
l
l
f
Ward Smith, P.A. S'"t` +r400
® Pos1; Dlfice8ox387
?
9 N N
? - ypica
Pro
e
i
`JPANGLER Pj"h. NC 2702-0387
i
n 8 ? r _ Emerald Isle, North Carolina wp,,,ynt (D 2005 sp"kr e-?. iz.
-
Etiwkt>tiwtNl nl. Inc. [phone]
nnett
Pt E lun'
(C) Foul:r Isl
We'pOM o P J5?
a
lJa. J? a Island Proles
/ . ? ?; ,.? Ught
cr u
ERWAV y •..q. Spoil
„BM ? (Cf °DaYEaeea+ Spoil Area Area
G Light
Spoil Area
Ile
113
' Bogus !6`
jo>
-Jeb
fob
_ S?i?+a 5e a 5 Fdtot \ c•
U i
$?L till"."i
1°>n _ O
r'" ? y "? Imo,/f

'tt r.
" V
a sm AeoA =.a
+ A +
z M 01Rm 224 fWdtftNa 9t. MIA

' t e 7.5 Minute U5G5 Topographic Location Map Ward t Smith, P.A. ® S11400
root OR=bw387
Dolphin Ridge/Royall Oak Mitigation Plan G
M
M
Emerald 151e, North Carolina W,r„? O WO3".yl.o?,.o,.„".In . I 4
ENVVIKO tArN AL. NC.(9919)54&

Nd CL '
Nd Q Nd CH CL Marna.
Myrtle Island
r Nd CL Nd Nd Nd C. tit
Id Nd (Nd 'C` /Gr4fi? 4r ;,`. CL JCL
GL
CL 4
CL?
CL? r CIS a'I
CL o
Chap:
?u ct Pro e "
i ! S, ?i r? C . C?
i ? r''?''?t a I l h

E ray 224 rryettaft 5t. Mall
_
N r Carteret County Sod Survey
Dolphin R1dge/Royall Oak Mitigation Plan Ward R 5m1th, P.A. NO 0400
Ft
SPANGLER R90*- Ic27w24MI
Emerald 151e, North Carolina ®amsr.y. .h . 2 ENVIRONMWAL,INC.(519) 54&M54
J y