20052091 Ver 3_Complete File_20060210

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
February 8, 2006
ve,r 3 u ?,?,®
MEMORANDUM: X06
1 p1
;
TO: Cyndi Karoly 7BRPt
Supervisor ASDt
401 Oversight and Express Permits Unit *4o
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Blair Point, LLC C/o David Horton
Project Location: Located along Blair Farm Parkway, adjacent to Dills Creek and Crab Point Bay, in
Morehead City, Carteret County.
Proposed Project: The Applicant proposes to construct a 35-lot residential subdivision including
roads, utilities and stormwater swales
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by March 5, 2006. If you have any questions regarding the proposed project, please contact Jason Dail
at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
SIGNED
Phone:
This agency objects to the project for reasons described in the attached comments.
DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
910-796-72151 FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Blair Pointe, LLC C/o David Horton
2. LOCATION OF PROJECT SITE: Project site is located along Blair Farm Parkway, adjacent to Dills Creek and Crab
Point Bay, in Morehead City, Carteret County
Photo Index - 2000: Not available 1995: Not available 1989: Not Available
State Plane Coordinates - X: 2684560 Y: 369907 Rover File: V-012413A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/24/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -completed 02/06/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - Municipal
Planned - Sewer Extension
(F) Type of Structures: Existing - None
Planned - Thirty-five (35) lot residential subdivision including roads, utilities and
stormwater swales.
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD PH.T FT) nTupp
Fill 1,980 sq. ft. Excavate 1,980 sq.
(A) Vegetated Wetlands for driveway ft. for culvert
Section "404 type" construction installation
(B) Non-Vegetated Wetlands
(C) Other - High ground Disturbed 12.0 acres
(522,720 sq. ft.)
(D) Total Area Disturbed: 524,700 sq. ft. (12.1 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Closed
8. PROJECT SUMMARY: The applicant proposes to construct a 35-lot residential subdivision including roads, utilities
and stormwater swales.
Blair, Pointe, LLC
Page Two
9. PROJECT DESCRIPTION
Stroud Engineering, P.A., representing Blair Pointe, LLC, has requested that the attached application be processed under the
Express Permit Review Program.
The applicant's project is located along Blair Farm Parkway, adjacent to Crab Point Bay and Dills Creek, in Morehead City,
Carteret County. To find the property, take Highway 70 east from Kinston to the Town of Morehead City. Turn left onto N. 206'
Street and travel approximately 3.0 to 4 miles. Turn right onto Blau Farm Parkway, travel approximately 0.5 miles, and the
property will be located on the left hand side of the road, adjacent to Dills Creek and Crab Point Bay. The subject property is
bordered by residential properties to the north and south.
The subject property is approximately 19.79 acres with roughly 3,000 linear feet of shoreline along Dills Creek (the southern
property line) and Crab Point Bay (to the north). The site is currently undeveloped. Elevations at the site range from 3' to 6'
above Mean High Water (MHW). High-ground vegetation on the tract consists primarily of Long Leaf Pines, Live Oaks, Sweet
Gums, Cedars and Red Maples. Most of the under story vegetation has been cleared, however there is a small strand of
vegetation along the waters edge that consists of Wax Myrtle, Yaupon, and Red Bay. Transitional species, including: Sea Oxeye
(Borrichia frutescens), Common Reed (Fragmites australis) and Grounsel-bush (Baccharus halimi olia) are located along the
upper edge of the coastal wetlands. High coastal marsh vegetation, including, Black Needle Rush (Iuncus roemarianus), Spike
Grass (Distichlis spicata), and Salt Meadow Grass (S Parting patens) complete the transition to the waters edge where Smooth
Cordgrass Marsh (Spartina alterniflora) is the predominant species. The marsh area adjacent to the site ranges in width from
approximately 75 to 500 feet.
The waters of Dills Creek and Crab Point Bay, adjacent to the project site, are classified as SA by the North Carolina Division
of Water Quality. The area is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. According
to the Division of Environmental Health, Shellfish Sanitation Section, the waters of Dills Creek and most of Crab Point Bay are
CLOSED to the harvesting of shellfish.
PROPOSED PROJECT
The applicant proposes to construct a 35-lot residential subdivision including roads, utilities and stormwater swales. Starting
from Blair Farm Parkway and working south towards Crab Point Bay, the applicant proposes to construct an entrance/exit drive,
as well as several other drives, which would provide access to the interior portion ofthe subdivision (please refer to the attached
workplan drawings for a detailed description of the road infrastructure). The proposed asphalt roads would be located within a
50-foot right-of-way and would consist of 27-foot wide paved asphalt travel lanes with 2-foot borders on each side of the road.
The applicant is also proposing to grade several areas within the property boundaries to create six (6) swales, with sediment
traps and check dams, for the collection and diversion of stormwater run-off. The associated grading and construction oftwo of
the swales, which are located within the 75 foot Area of Environmental Concern (AEC), in additional to the requirements for
obtaining State Stormwater and Sedimentation and Erosion Control approval, requires this project to be reviewed under the
CAMA Major development process. Outside of the proposed swales, temporary sediment traps and check-dams, no other
structures would be located within the 75 foot AEC. According to the application, no structures are proposed within the 30'
coastal shoreline buffer.
The applicant also proposes to install two reinforced concrete culverts on the property. Both culverts (12 inches in diameter)
would be located in Section "404 type" wetlands. One of the culverts (approximately 20 feet in length) would be installed on
Lot 27, within a Section "404 type" wetland finger (labeled as "Wetland Crossing #5"). The culvert would be utilized for the
purpose of driveway construction. A 15 feet x 20 feet area would be excavated within the wetlands to a depths of approximately
2 feet (below Mean Sea Level), for culvert installation. Approximately 23 cubic yards of material would be excavated from the
area and spread on-site for road preparation. The area would be backfilled and a concrete driveway would be installed for access
to Lot 27. The fill area would be stabilized by the installation of two sections of bulkhead. The bulkheads would be located in
the "404 type" wetlands and would run perpendicular to the culvert.
Blair Pointe, LLC
Page Three
The second culvert (approximately 32 feet in length) would be installed in a separate "404 type" wetlands finger (labeled as
"Wetland Crossing #6") located between Lots 21 and 22. The culvert would also be utilized for the purpose of driveway
construction. A 28 feet x 60 feet area would be excavated to a depth of approximately 2 feet (below MSL) for culvert
installation. Material removed from the area would also be used for road preparation. The area would also be backfilled and a
concrete driveway would be installed for access to Lots 21 and 22. The fill area would also be stabilized by the installation of
two sections of retaining walls. The retaining walls would be located in the "404 type" wetlands and would run perpendicular to
the culvert.
The applicant has proposed to fill four (4) additional areas of Section "404 type" wetlands for road construction. Please refer the
Nationwide Permit No. 12 and 14 (Action ID#200500897); issued by the U.S. Army Corp of Engineers on 11/28/05, for a
detailed description of the proposed fill areas. As previously indicated, the proposed wetland fill areas are located outside of the
75 feet Estuarine Shoreline AEC.
The applicant has indicated that water and sewer would be provided by on-site systems. The applicant submitted an Express
Low-Density Stormwater Permit application to the North Carolina Division of Water Quality. The Express Stormwater permit
was issued on 1/26/06, under project number SW8051231. The applicant has also submitted, and obtained approval of a
Sedimentation and Erosion Control Plan (SECP) from the Division of Land Quality. The plan was approved on 12/28/05, and
was issued under Carte-2006-188.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 524,700 sq. ft. (12.1 acres) of high ground.
The proposed culvert and driveway construction would result in the filling of approximately 1,980 sq. ft. of Section "404 type"
wetlands. The construction of the road infrastructure would result in the creation of approximately 67,972 sq. ft. of impervious
coverage. No impacts are proposed within the 30' coastal shoreline buffer, coastal wetlands or surface waters.
Submitted by: Jason Dail Date: February 7, 2006 Office: Wilmington
Form DCM-MP-1
212@110wffly
FEB 1 0 2006
APPLICATI DENR - WATER QUALITY
O
AND S10RAiVYA1'ER BRANCFf
(To be completed by all applicants)
b. Ci town, comet nity or landmark
?la?e • x U?h,
1. APPLICANT
a. Landowner:
c. Str address or secondary road number
y, -+?L,VK(? C?
Name WjyRCi??.[LC°/o-1),.•,yd k.k&n
Address 1 • K V 22y?
CityA n State
Zip 2'?C5, 59 Day Phone E52)90 -2TZI
Fax (2fa:? 5-by 1gk1o
d. Is proposed work within city limits or planning
jurisdiction? ? Yes No
e. Name of body of w er nearest project (e.g. river,
creek, sound, bay) U' A -9 o N" d
3. DESCRIP'T'ION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name StrLVA ELAQIY-VCI/ i ,
Address ! 5 - ljt tl./ 2
City Mwcj?ex cl State N'
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
C\eay ?'a * a?u0"IVzo VDaj si-,kV0
GR4G?.;??c?aX. ?.???k?'v1.'1(? ?Y:L% l.??S. xL?1t?'1
Zips Day Phone
Fax( 291-Ll0X
c. Project name (if any) ??-( ?% ?1 pD ? dti:te-
NOTE: Permit will be issued in name oflandowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County C d-y' te'('?
b. Is the proposed activity maintenance of an exi ting
project, new work, or both?
c. Will the project be for public, private or commercial
use? _ ]R[i VA-+f,
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additionTV ages. C ' kk 4 / rulL? r
OP Vi q •} (A-C-U KS t& ;r
ap `jlU_ ., w?[.tS
F Q
CL?
D IVISION F
COASTAL MANAGEMENT
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract C?
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL q 'o INN U0
d. Soil type(s) and texture(s) of tract
A&A- A-11ow!s Lnam? -?r,eSa A
e. Vegetation on tract V30-(,e- ?-
f. Man-made features now on tract
N6kL 4,%Z I' C' f
g. What is the CAMA Land Use Plan land
classification of the site? (Consuk the local land use plan.)
Conservation Transitional
? Developed Community
Rural Other
h. How is the tract zoned by local government?
x'-15 Clv,s??
i. Is the proposed project consistent with the applicable
zoning? ? Yes No
(Attach zoning con;pliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes ? No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ? No
1. Are there wetlands on the site? ? Yes No
Coastal (marsh) 1 Other
?
If yes, has a delineation been conducted?.
(Attach domwntation, if available) J
m. Describe existing wastewater treatment facilities.
si
ry"LLVtAu Q a SQ u.t_ V';
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and r idential discharges.) •
v
o. Describe existing drinkiwater supply source.
',c VC V i' a . 1 :t
voD- o ' -ex
i ct
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
n)V
requ guiden??i
i uPlthe area to the
FEB 0 2 2006
DIVISION OF
COASTAL MANAGEMPNT
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name a ?? c.rd.d
Address 1508 ills Crack m o Ci ?{Ua855i
Phone (25Z 24 -7- (-049
Name (11ich al ew6l<
Address 0 ?Yla In ?t (Yl C4& ab504'
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
U6ACOI . &Abvi-T-p. a.Dc1KUU?2A? 1112 Div ulSnt ab
• A check for 1 ;0 de payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
R.viwd nv4s
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
t?
This is the 1q day of QCC . o?
Print Name T?v k cL ? ??-Vv Yl
Signature Zle*?Ll- ?,;
landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
?DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
ECEN"
FEB Q 2 2006
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?

T
d
b
f b
ildi
f
ili
i
i ,JL?-- Yes No
f
i ?z
f
a.
ype an
num
er o
u
ngs,
ac
t
es, un
ts or I
yes, date submitted
o
n
structures proposed ??6 -- S' ?-u e v?
resi -kPA'A'c k l'-Vs ' i. Describe prop ed method
of sewage dis osa
l.
,

b. Number of lots or parcels !:;11? ,
ii
Y1/l UAVI
? ' . ? / ' `l t n o did
Mbirrl
j. Have the facilities described in Item i. above
c. Density (give the number of residentia) units and the received state or local approval? 6, c
units per acre) S. s6 rz) 1 c?? /? C v? (Attach( appropriate documentation) i {{ ?t1 Vl L\? c,;,tiS t' b--e- SL.17s,
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. Ac ;-t 5 sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges. .
Sw'/ F4 CL? r t1 n J+ 6 1 _41-'u ? C' .i
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community public system, etc.)
?
?
control plan been submitted to the Division of Land 1. a (.i P"
a rti-2
-? ??(
Resources? V Yes No
If yes, date submitted tl) In QS m. Will water be impounded? Yes No U
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used fo paved surfaces. n.
k? l k 4-'> be U"c ? Vv 41.
ytocc C-C- sq ci*cso rt,?ncc_r.??
V ',;i vac 1 f `w?:? d?ri vY . , r S
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 01/1
If the project is a oceanfront development when
was the lot(s) platted and recorded? ?,c 7i?
'b', ri
AlAjA--,o r OR
Apnliaant or Protect Name
Signature U 2J ? a 17
2 I (? S
Date I B 2006
DIVISION OF=
Revised 03/95 COASTAL MAN,a('- =ME-'JT
Form DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
1. BRIDGES N f h
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
Revised 03195
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
FEB 0 2 2006
DIVISION OF
^r'1/CTAI hAAAIA(-rhAR?.IT
Form DCM-MP-5
j. Will the proposed culvert affect existing navigation
2. CULVERTS potential? Yes .._ No
If yes, explain
a. Water body in which culvert is to be placed
i?U?tl0.V,d Cif i nGi
b. Number of culverts proposed .
3. EXCAVATION AND FILL
c. Type of culvert (construction material, style)
eAnfor(,- A cnnc ai P:!?
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
d. Will proposed culvert replace an existing bridge? Yes No
Yes _")4 No If yes,
If yes, (1) Length of area to be excavated
(1) Length of existing bridge (2) Width of area to be excavated
(2) Width of existing bridge (3) Depth of area to be excavated
(3) Navigation clearance underneath existing (4) Amount of material to be excavated in cubic
bridge yards
(4) Will all, or a part of, the existing bridge be
removed? (Explain) b. Will the placement of the proposed bridge or culvert
require any excavation within:
?
Other Wetlands
Coastal Wetlands _ SAVs
-

e.
Will proposed culvert replace an existing culvert? yes,.
if
(1) Length of area to be excavated
YesNo (2) Width of area to be excavated )'
If yes, (3) Amount of material to be excavated in cubic
33 C
6st
l c'N a!
°
(1) Length of existing culvert
(2) Width of existing culvert e
yards
.
q
w iC' rV.+C V is
vf -1 V reV11ov?C o rr
Ci i l
(3) Height of the top of the existing culvert above c. Wplacement of bridge or culvert
1poroposed
ithe
the MHW or NWL
culvert be
i
ti
h
f require any highground excavation?
Yes No
ng
e ex
s
, t
(4) Will all, or a part o
removed? (Explain) If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(30 Amount of material to be excavated in cubic
f. Length of proposed culvert yards
g. Width of proposed culvert 1 Z?iL h d. If the placement of the bridge or culvert involves
any excavation, please complete the fallowing:
h.' Height of the top of the roposed culvert above the
M4
r (1) Location of the spoil disposal ea
UiK1?-ue;eA0 )A-Z'iI ??7-? ka- lyiS(C1

.
i
MHW or NWL
(2) Dimensions of spoil disposal area
i. Will the proposed culvert affect existing water flow? N I A
Yes _4 No (3) Do you claim title to the disposal area?
If yes, explain "_ Yes No
If no, attach a letter granting permission from
the owner.
Irm "fm
Revised 03195 FEB 0 2 2006
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-5
?4 1A (4) Will the disposal area be available for future b. Will the proposed project require the relocation of
maintenance? Yes No any existing utility lines? Yes _X-,_ No
(5) Does the disposal area include any coastal If yes, explain in detail
wetlands (marsh), SAVs, or other wetlands?
Yes )?-_ No
If yes, give dimensions if different from (2)
above. c. Will the proposed project require the construction of
(6) Does the disposal area include any area below any temporary de
r structures?
the MHW or NWL? Yes ? No T
Yes No
If yes, give dimension if different from No. 2 If yes, explain in detail
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project require any work
described in Item d. above) to be placed below channels? Yes "i( No
MHW or NWL? Yes No If yes, complete Form DCM-MP-2
If yes,
(1) Length of area to be filled e. How will excavated or fill material be kept on site
(2) Width of area to be filled and erosion controlled? c xc?v<<-kr? VVI? i? ?.I fc be
(3) Purpose of fill m ki (-, ry.;i fe, s# t l 1W't k V-1'a ( be
C L\--ha) I to (I LA, 1-k . r-4/) ri- i-rr In -t C 1 ?/? L 1 ec, el
Si I+ -PC vic 1 ?i . ai e- ac-k Ci C'sS i K0
f. Will the placement of the proposed bridge or culvert f. What type of construction equipment will be used
result in any fill (other than excavated material (for example, Aragline, backhoe or -hydraulic
described in Item d. above) to be placed within: dredge)? Ie-z C K1n c;-C -fX c--- .y-A_+ Y--
-Coastal Wetlands _ SAVs Other Wetlands
If yes,
,
(1) Length of area to be filled & (7
(2) Width of area to be filled g. Will wetlands be crossed in transporting equipment
(3) Purpose of fill Ofet-t&?!-A (5'CS5 i rV5 to project site? Yes
No
?L
t? IVY vtiQ t i5 J _
_
If yes, explain steps that will be taken to lessen
J environmental impacts.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes ? No h. Will the placement of the proposed bridge or culvert
If yes, require any shoreline stabilization?
(1) Length of area to be filled Yes No
(2) Width of area to be filled If yes, explain in detail
(3) Purpose of fill
4. GENERAL
a.
Will the proposed project involve any mitigation?
Yes Y= No
If yes, explain in detail
Revised 03/95
Apprwant or "ed Name

FEB 0 2 2006
COASTAL ?MANAGEMENT
Form DCM-MP 2
el-
REC-
Tp , r>
EXCAVATION Cr o v 2oas
AND -FILL q
rj YVLi N7' l.,el?.l/C©?. S 1 Y 1?G! /t ^ (? )
(Except bridges and culverts) - N„e-
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shorelinc /
stabilization) !
Average Final
i Existing Project
Length Width Depth Depth
i
4

Ilk

Y
1. EXCAVATION
b. Type of material to be excavated
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL N /*A-
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization LPG
Bulkhead Riprap i P?
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of infonnation)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
4L Yes No
H-E-C IVE
GCfvi VVIUMINGTON, NC
FFE" 0 r ?006
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
b
0 &R f&a iA S { c. tai"
5
(3) rpose of fill . z
Db` ` n 6LdZ 60e t
t C)
b. Will fill material be placed in coastal wetlands
(marsh)
a SAVs or other wetlands?

If Yes Yes No c EVI ?{, CiS`t
,
(1)
Dimensions of fill area _-ti (pQ?k r

(2) Purpose of fill ? LIQJ?ur-t rn/,\. Cf"

5. GENERAL
a. How will excavated or fill m tertal be kept on site
and elr1os' n controll ? .Sec c? 5
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
??tvc? aq,"'p- hi e , ?xc t? Y
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes '7? No
If yes, explain steps that will be taken to lessen
environmental impacts.
/'tkdu( UYt Po iCwtTC
A potent or Project Name
Sig t f
Date
Revised 03/95
1NIOd Noanant/
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re: 05-2091 Audubon Point
Subject: re: 05-2091 Audubon Point
From: Laurie Dennison <[e-mail]>
Date: Wed, 01 Mar 2006 13:38:45 -0500
To: Joanne Steenhuis <[e-mail]>
Yo -
Let's chat about this one. Ian indicated there was a problem with the set up?
Ver 1 was a NW12
Ver 2 was a NW12 & NW14
Ver 3 was a CAMA Express
I'll be in a little late Thurs morning & out all day Friday so if you want to wait
until Monday that's fine too
L
1 of 1 3/2/2006 10:39 AM
The attached application is bein EXPRESS PERMTTI.N:G
g processed through the DENR Express Permitting Program. As such,
failure t. The respond to Express the PerWilmington Regional Office by the listed due-date will be construed as a no
Permitting Program does not allow for extensions during the comment period.
N/F
RIPARIAN OWNER AN 31-
N-0 N/F MICHAEL MALISHEWSKY Yb ', •O'y ? M TERN1 yL? / /
mo OYSTER COVE yryc - - ? ? / --A M SUBDIVISION
mc- 0-
'MOB 3D P030s.
AL 71'A ' +• `?B(7U / 404 WETLAND LINE 1
o:! ., , •v ?? ?? ? L 1, ?, 1 .1 11 r `COASTAL MARSH LINE
?" +. ?Uc 1 1 1 1 ;11 is'AEI wl / /4 I
zl-
?; r`` ?c 1 1 1 d ?l >1 l of //
Vcc 4wI ? 11 1 1 I _
o TIE LixE 1 1 UHE 1 ?I 1 1p1 11 Il O 1 11 121•+1
31. E W Il Il Il 11 ml 11 Nl 11 11 O ! r 11 1 / / _ ry
1 11 1 1 1 1 all 1 ?1 1 1 © 11 L-- '^ ?\ //' `// /ILI
/ +b
1 1 1 N 1 sl 1 1 1 1 1 e? -IL
?` 1 11 NI 11 X11 11 cl 11 1 O 11 11 J gy ,N?y//' \?i,., N?
1 1 1 NI PI 1 °?l 1 1 0 1 11 1 // /' I`??
COMMON m 1 sl 1 1 1 1 1 1 A
1 1 AREA l 1 1 1 0 1 1 1 1 1 / m m
1 ,1 11 1 11 O 11 11 11 11 II 1, -' "' "' 11
1 ?
1 1 T .q'S9•-?
HIGH
MARSH +04 09
ryy ry + ? ?.?? LIRE A de
• / /
X10 ?
1 l Il 1 j 1"0`7`1TY EASE W , i5 BB,19 \\ \\ ? iv \/ ® /ryryp // \ // /
1 11 1 A ?: gh4a xe4•50'2N•r ! Ic \ \ n h \ / // //,
--+eb \\ a,P\ ® // Np \v/ // ® /Rti P?AE
SS'9-S9b m o Pyd' 2 // V-y
,? 1 1 q•S}9irfTt6 so-. #LftAC? ?,•^ i"__ \ 166, 98? ?y \ \\\9?\\\ iYP/ <\\ /// /'// 1 y
S
,1 W F.S i22.9A vlmly I 1©
SEE PILL
Ei ? '
1` , \
:? iP. IN ti l Y , \ aa\ \ `\!r THIS SXEEi 15,AO (\
_Ile
41
11 1 Ii WON AREA y?I , \ \ \ \ DGJ??ci
SITE DATA 1 J ! ( \ ` ?\ \ /
TRACT AREA = 862.150.51 SF (19.79 ACRES) /
ZONE = R15 CLUSTER 1 ! \ 'r\ COMMON 1 \ \ , \tt / ??,
FLOOD ZONE = AE EL T.0 A \ +rl AREA r ?, c \ •9\ \ \i,?1s / ?ilc?Vc?
ALLOWABLE NO. LOTS (2.5 LOTS/AC) = 42 LOTS o ° SJ • I \ / ??,',?y??
NO. LOTS = 35 LOTS $~ b ?6 / AAq??kAE?C
b Rt
MINIMUM LOT SIZE = 8.816.92 SF ml L 1 ? ? ?? \ Il 9B COMMON
a AREA \'' /' `'+/55S , \
COMMON AREA = 183.528 SF ! r !? CUr•1 qLE? , \, / / \
010,
SETBACKS: 1 ® I ! 1 ?L)IY fA \ /' \\ \\ ® \\ \\ ©yc.
FRONT = 20' '1 ! 1 1 ® 1 ! ?E r _S•S / / \ \ ey=? ?'
SIDE = 10' ,? ! o f ! ! t 12N,??Py\ ?E \ \ \ \ ai\ I w
REAR 25' 1 ! 1. ! Iro 1 ® ! r ?0?__y:y'?' / \ ® \ \ ? / •'
PERIMETER OF PROPERTY= 40'
LENGTH OF STREETS 1 ! 1 ! r I /ry ! r^ ' Co N \ \ ?\ \\ a?X1S
r ! 1 / I EA
AUDUBON LANE = 442.40 LF ! r q
AVIARY LANE = 973.00 LF 1 1° b 1 ! ! / I 1 ! ?/ In; N \ \ \ ?" X ` MARSH
ROYAL TERN WAY = 262.16 LF I \\ `\ •v?\ \ \ ''y s',°-?r?.;9, rte,
I 1 i !r r (` '??'I`,?,?•' ® \ m\ /_\ \ \ ? ? y D iN, III??Osy,
? B EEV yy ? ? ,Jj,(J
NOTES Nil I E 11 rl 1 • ?c `I",,?` Ts'AEC \LINE METL,,,D \. `? i ?/ •
MEAN HIGH
1. WATER AND SEWER TO BE PROVIDED BY THE TOWN OF 1 ry EJOE 1 1 WA ?C '?`? \ TE
TER
MOREHEAD CITY. I s35eeZ SITE PLAN
2 FLOOD ZONES TAKEN FROM FIRM PANEL 6386 J DATED
c
D
FEB 1 0 2006
'NR • WATER 4UALITy
DSAND STOMWIFR SR40i
HIGN
EVISIONS:
No. I BY DATE DESCRIPTION
JULY 16. 2003• - , 1- 1 Z
3. HOMEOWNERS ASSOCIATION SHALL BE REQUIRED TO 1 gQgyMi PTE
MAINTAIN THE COMMON AREAS. ESPECIALLY WITHIN THE 'I 1 'o MggSH 'y •??n LEGEIX?^I' ?y ?y WgRSH
CUL-DE-SAC AREA IN A MANNER SATISFACTORY TO THE N MEAN N '
TOWN OF MOREHEAO CITY. SHOULD THE MEDIAN AREA WATER 10N AEC AREASOF ENVIRONMENTAL CONCERN MOREHEAD CITY. CARTERET COUNTY, NORTH CAROLINA 70 BACK I
NOT BE MAINTAINED BY THE HOME OWNERS ASSOCIATION. BOC B
BACK ACK OF CURB , ?pl?f?ffllff, -11 THE TOWN MAY REMOVE THE ENTIRE COMMON AREA AND 1 t " ' ILA BUILT UPON AREA VAR CLIENT: BLAIR POINTY LLC DESIGNED RDC
BASIN
PAVE THE CLIL-DE-SAC. WITH COSTS CHARGED TO THE CB CATCx 0(
r 1W ,+ O?'•'•+
, CY-0 CCUORD AND CUTTER %%. ? 0F W.•••eSS/0W.2••/ '?9??? 1 C/O 904 DAVID HORTON
ASSOCIATION. A LANDSCAPING PLAN SHALL BE SUBMITTED END INW (;FS CUBIC FEET PER SECOND
CLUBHOUSE DRIVE DRAWN:
AND APPROVED BY THE TOWN PRIOR TO CONSTRUCTION. pd? EL ELEVATION ADDRESS: RDC
11 0?. COMMON ti+ ES EXISTING : •'Q' MOREHEAD CITY, NC 28557 CED:
AREA ASRIPARIAN OWNER HECKN/F IMP IMPERVIOUS LEVATION AD : Q o
SCOTT GRADY IMP INVERT . * • `S q?q^Lp .TLS PHONE: [phone]
G 1 \ LF LINEBRFEET JQ 43 a ROC 60 %A 1 \ PR NW IDS eSTROUD ENGINEERING,P.A. APPROVED RDc
% WOO Zd0 RCP REINFORCED CONCRETE PIPE • ?}? r -E • v
100 50 0 R/r RIGHT OF WAY ?i?'i' '••?GIN,Y?'A?<'??? 151A HIGHWAY 24 PATE:
? SF SQUARE FEET I '(
GYP TYPICAL EAD CITY, N.C. 28557 12/1 /05
?'" ® PERMANENT WEILANDIMPACT ?I?,fffp1C, ;,W?? (25 ) 47-7479 IL ?/?
TEMPORARY WETLAND IMPACT SCESCALE: 1== 100' WETTLAANDS??H LIxE ONALD D. CULLIP EP1 " = 100'
O
m
n
-I
O
LA
I
31' BACK TO BACK (50' RIGHT OF WAY)
2.0 13.5 13.5 2.0
11,{ BCSC 1-2
b? PER FOOT
1,; PER FOOL
- 6' CABC
STREET SECTION. TYP.
SCALE: NOT TO SCALE
CDNTINUE RIP RAP
GRAYEL UP SIDES OF SPILLWAY
FACE
TDP DF SWALE
FLOW LINE -? TOP ELEVATION OF STORMWATER
CLASS B PIP RAP
FLOOD STORAGE
SEDIMENT STORAGE SEE
PLA ti.
TRAP LENG7H
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NOT TO SCALE
NOTES:
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN -'2 SEDIMENT STORAGE ZONE IS
FILLED. APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT
ELEVATION OF i1z HEIGHT OF SEDIMENT STORAGE ZONE.
4. TRAPS TO BE REMOVED WHEN VEGETATION HAS BEEN ESTABLISHED
WITHIN SWALES.
MAX. WITH WIRE
SEEDING SCHEDULE
ucG KO MEWAUI ION
LIME----------------------------- 2 TONS/AC.
10-10-20 ------------------------- 1.000 LBS./AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK-------------------200 GAL./TON OF MULCH
SEEOIWG 11112109
IEU NUAW 1 -AMIL 307
TALL FESCUE---------------------- 50 LBS./AC
PENSACOLA BAHIAGRASS--------- 10 LBS./AC
KOREAN OR KOBE LESPEOEZA (SCARIFIED)---50 LBS./AC
11YT 1 •A110NSI 311
TALL FESCUE--------------------- 50 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)---- 50 LBS./AC
BROWNTOP MILLET--------------- 25 LBS./AC
tSEf1E1?/ i • MAWGMt X11
FESCUE---------------------- 60 LBS./AC
TALL
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
RYE (GRAIN)-------------------- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEOEZA
LAWO1"IWG MIXTU0E
LIAAIIARt 1 • rAOdE IS
COMMON BEAMIDAGRASS (UNHULLED)----20LBS. LBS./AC
.AMU 1 • N.T 111
COMMON BERAIUDAGRASS (HULLED)--------12 LBS./AC
FLOW SPREADER
TAIL
j@@@flv@j
FER:' 4 2006
t ATE E Ty
?CF1
SCALE: NOT TO SCALE DATE DESCRIPTION
lD -vim, IMN
:
FEB.011006 1.1111
DETAILS d CROSS SECT ?I OF
AUDUBNf?GEPOINTE
MAJOR CAMA APPLICATION
DETA M RREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
,EE/'of°4
CA
ROC/
? CLIENT: BLAIR POINT, LLC

C/O DAVID HORTON DESIGNED:

RDC
,
?
?
`? DRAWN:
0 ..0 Sp••. y
•,
•
F ADDRESS: 1904 CLUBHOUSE DRIVE
ti%
?
:QO MOREHEAD CITY, NC 28557 RDC
, CHECKED
SEAL PHONE: [phone] :

43 RDC
133 APPROVED

D ENGINEERING, P.A.
STROU
:
RDC
?G
•
•
•
Q '•
/ 151A HIGHWAY 24
.
?
•?
VGIN?
.o
ti DATE:
?,
••...,...• N
C??
'o" o
D MOREHEAD CITY, N.C.28557
15 247-7479 2/1 /05
r
. P 1 SCALE
"
RONALD D. CULL PHER
.E.' 1
= 100,
03-11pm1103.1.dgn 1/30200610:23:33AM
AVIARY LANE
CUL-DE-SAC
SCALE( N07 TO SCALE
AUDUBON LANE
CUL-DE-SAC
SCALE: NOT TO SCALE
SEED d LINE EARTHEN BERN
WITH EXCELSIOR BLANKET
WETLAND
SCALE BOTTOM BEHMRTHEN
SECTION A-A CONSTRUCT AT
ELEVATION
VEGETATED SWALE SECTION
SCALE: NOT TO SCALE
n-D
Cm
no
n:
im

? -I
D:4
T1..
o?
3 10'UTILITY EASEMENT 50.00' RIGHT OF MAY
(TEMPORARY IMPACT)
31' BACK TO BACK t50' RIGHT OF WAY)
O
W w
°
6.0 SHOULDER 2.0
13.5 ASPHALT 13.5 ASPHALT
2.0 6.0 SHOULDER
o
C J CURB CURB
a
LL 4
O 11.2 BCSC 1-2
5.0 - - - - - - - - - - - - - z --
°
I ------ -

1'/FT -- ?•--------
PER FOOT PER FOOT
1'/FT
4.0 -- ---------- w s --
;1 '•
FILL MATERIAL ....'
a FILL MATERIAL

3
0 .

. VT 1 ? -

?EX.GAADE 6CAB
C
- - - -----

- - - -

2.0 - -
- - - - - - - - - - - - -
404 WETLANDS
- - - - - - - - - - - - -
-
- - - - - - - - -
- - - -

404 WETLANDS
WETLAND CROSSINGS I d 2
(CROSSINGS 3 d 4 SIMILAR)
SCALE: NOT TO SCALE
28' WETL
10'UTILITY EASEMEN
t TEMPORARY' IMPACT)
N
ao
0
C
6

J

J
c

i 4
O
a
_ Y'LINV
- - - E%.GRADE - -
FEB I 0 2006 ??11
LWNR -WATER QUALITY
4'SHOULDER 12' DRIVEWAY 4'SHOULDER 4'SHOULDER 18' SHARED CONCRETE DRIVEWAY 4'SHOULDER

4.5- T-
1'? 1
\. - - 4.5- - - -r/FS-
f
' CONCRE36'. T - - -
4.0
.,-.,

RETAINING WALL
_PROPOSED FILL RETAINING HALL RETAINING WALL

STRUCTURE BY PflOP05ED FILL
RETAINING MALL
STRUCTURE BY
OTHERS. TYP. 3,5_

- - -

- -
STRUCTURE BY
Ttf TYP
TR
-
OTHERS. TYP. 3.5_
- -

. .. ... ,V
' STRUCTURE BY
OTHERS.. TYP.
.
O
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3
0
3.0 .
WETLAND ELEYAT ON 2. -+-'-? ---L•?-'L - - APPRO%. WETLAND ELEYATION2. ?'-=-r.'? • ?. -"?T

20% P IPE
BURIAL

\

I
m

?
? 20% PIPE

BURIAL

\ \
\ WIN

\\l\. A\1)1?.. .. .. .. ..IA\\))?.. .. .. A\1)1
. f
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IA1\)}\
IAlU1\
/
' u
. . .
.
.
.
.
..
.
WETLAND CROSSING US , rE Z 2006
SCALE: METLAND CROSSING ++6 ?. •
VERTICAL: I'= 2'

NO
R] 1'= 5'
SCALE:
DIVISION 0
'
'
= 2
VERTICAL: 1
HORIZONTAL: 1'= 5'
100 50 0 100 200
SCALE: 1"= 100'
DESCRIPTION
AUDUBON POINT
MAJOR CAMA APPLICATION
MOREHEAD CITY. CARTERET COUNTY, NORTH CAROLINA
1I1NE1111
`?S °f*h
T
CLIENT: GLAIR POINT. LLC DESIGNED:
,
,
,%(N CARO C/O DAVID HORTON RDC
B
?
OQ,
'•?E
/°' 1904 CLUBHOUSE DRIVE
ADD
SS DRAWN:
-
•
SS
4
° ?
9 s
o :
RE GYT
-
4
•
?9 MOREHEAD CITY. NC 28557

4 < o
SEAL
*
PHONE: (252 ) 504-1966 CHECKED:
6* 13343 g?

?
?

D ENGINEERING,P.A.
ROU
AAS

PPROVED:

DC
°•Fj? ?•'
:
i
0
•i
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a°
GINE
••'
'r ?j 151A HIGHWAY 24
28557
EAD CITY
N
C
DATE:
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...1110311103-11pm1103-t.dgn 1130200610:23:41 AM
N/F ryti •j
V7-0 RIPARIAN OWNER °
2;I1 MICHAEL MALISHEWSKY So '! MEAN x) y c '
Imo N/F •y ?. ?p WATER + MEAN NIGH ?i c- OYSr 1/-
?1x 1
-in SUBDER COON +s WA TER
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1 1 1 / \ 5 r ?. 4 ? 1 1 / cF P 1Ew sE .1y 32L ?.,I. A?.I
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P1 1 SPBFAO[R / 1 1 O 1 1 1 1 L/ t t DERiN.3? RANCH
Soo' YECETATI 1! 2 1 1 1'yy 1 iN Su[VE_JA 75 ?q)\`? +• \\\?? yb
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AC ACRES ,I / T P ?•6 I I 13 / \ \ Bl1FFERA k' rc,c ?• y??
AEC AREA OF ENVIRONMENTAL COxCE N l rE.p B I 6?' / \ \i rt 5?) 0? 1938
E,X. x iSEOii 1 \ i / ??\ FE 12
8 ND,S A?/ S.g7 1^9 yo
-B BACK TO BACK ?/7c7???
BOC BACK OF CURB UEPTM \\ / ET\
• `J \ .
F K' F ?i T, ME-
BUA BUILT UPON AREA I CENrIPFDE ! b / / •2.9 ' \EOF SOD \ \ /
C6 CATCH BASIN E 5.17 Wa
CFS CUBIC FEET PER SECOND Brt ? •k' / \ \ / \ \ +,, 7?,\ \\ / /. 91 iC 5•$?? `'''?
CAG CURB AND GUTTER ' I 1 Fe_1prFF \;PL
O B SWAL? 3 ?11SE0 16
CH CHORD a 4.70' ° I I I u• PRLOW EAOER ' 4.80 n 5 ( 14 R J• \ WTiER IlE 6 EE / !i ~-3
EL ELEVATION q \ DCkP!}? ?I' c yC?1,(:`I.1
Ex EXISTING fIH 6.,0 `\ 1/ D' \ \ 14 Fxj D /' ,? s}2fBD,'SO eB t. r `'?C?'?K' _-?l
FE IST NG ELEVATION m F 'mac
lie IIPEAVIOLS E
n + ' `•\ '? IErT?iC D. Tgkp uB, t$ \ \?' / •1- C-14 1
?'
IHV INVERT ul 1I l ( e?l \ `?` rA`.,,, r \ / `I-J.,i /T• .1.., ?°
LF LINEAR FEET ' ? /1 B ?? F .\ .71 '2 ?\ !. \\ / •B 2MF?
16 MAP BOOK
PO awiln I \ I 1 r 4.ge }\ /' y6ti/ / , " viYx..P ' ,1?-yC,t:
PCP REINFORCED CONCRETE PIPE I \ / 35 1 / v? I \ .,? , o•F, e4( •tt' ?c c ?p •,
R/W RIGHT OF VAT \ 1 / 1 \ ! 10 ?•/ °' ' \ \ \ i
TVP 10UARUFEET I. \\ 1 1/l l 3q r ^ ` SAa IAX(i1E6A6m/SEEO / ,• /' / \\ \\ "' \ ©c ?Vc` h 5777
® PERMANENT WETLAND IMPACT , ?? I I / /1 / / +1p0• \\1 / T? ,./kF, B \ \ \ \ `\ • -_ "',? "?
33 r , SEW,, F?6E ?`'' \ 29 \ \ 2aD ,
® TEMPORARY WETLAND IMPACT I ! _s.0'? 1 1 / I / ! N•ra T"' a,6 1 , ?' ! 40 \ \ \ \ \ / /? ' \? "R, V 0 S
1I \ 1 S{
l I 1WINT / I ?'1 • t. BD. \/ / ^ ?I?/1?I?/1yq??yy"',,"",,
1 iYPr FENCE. 1 1 / /? ??? \ \ \ \ I R
Y O?TEJ 11 OESCRIPf)ON
JO'BUFF A? 1 ,1? ?' t ? \ \ ' A•BD' I 1 y ? ? ?Y N0.
I / / ?IErLANDSN TN/ 1 / / •0. • '' -C
\ \ 1 " y'6E'O I\ I??r JI '+b
STORMNATER DATA 00- 2-76' .' \ 5 \\ \ \ Xr / \ JJ"'?' 02' y '?
11 m 1 1 / 1 / 1 B7? .r
r ?-_- .,5 / 1 cSWp,FB?CE?fD \ \ •3.6DaL \ \ 1\ /•00 '? MARSH
DRAINAGE AREA = 818183 SF q
N o•I__ / y?ycy? /
RECEIVING WATER BODY - CRAB POINT AY I / / ( '? : / v \ \ C 0 FEB 2
} 131 0\ T \ \ ry y
CLASS 5A ry
ALLOWABLE LOW DENSITY IMPERVIOUS 25 I I 11 11 1 `?'? S'v.ECj \ \ I01 \ '?? {B i 4./ '' DIVISION
I
ALLOWABLE IMPERVIOUS = 204545 SF. 1 FIE I I c i BED •r j
T t SEAN
PROPOSED IMPERVIOUS I I !61'r 1cADE +•0 ??' WATERNIGN
se, B•Ic ?cc 1R \?
STREETS = 67972 SF ?hSTORMWATER a EROS OL PLAN
??'
BUA FOR LOTS = 136573 SF i
) c ? • '+ $ 4 M ? ? 5
I ? rD,
LOT BUA LOT BUA
1 3900 19 3900
2 3900 20 3900
3 3900 21 3900
4 3900 22 3900
5 3900 23 3900
6 3900 24 3900
7 3500 25 3900
8 4300 26 4700
9 5100 27 4300
10 4300 28 3900
11 3500 29 3900
12 3900 30 3500
I3 3500 31 4300
14 3500 32 3500
15 3500 33 3900
16 3500 34 3900
17 3500 35 3900
AUDUBON POINTE
r{ FFr?'iar`? MARSH' e yy ' ' MARSH MAJOR CAMA APPLICATION
P` li ` • fKCE(5
WATERHIGH
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
CONSTRUCTION SEDUENCE
li°I aouu i
X IMPERVIOUS = 24.99% 11,
TOTAL LOT BUA - 136500 SF
TOTAL PROPOSED IMPERVIOUS = 204472 SF
1. CLEAR AxDGRUB SITE. ,,CLIENT: BLAIR POINT. LLC ESIGNED.
C/O DAVID HORTON RDC
Ay 2. INNSTALL STALL SISTONE CONSTRUCTION ENTRANCE. CA
LT ,,%!
3. IqO
FENCING AS SHOWN ON PLANS. WITHIN AREAS \ 0. /
ry OF CONSTRUCTION. O•,,W'"•••A C/ 4 ADDRESS: 1904 CLUBHOUSE DRIVE DRAWN:
DIED T? ,°^ dp VF 4. CONSTRUCT DRAINAGE SWALES AND TEMPORARY SEDIMENT TRAPS WHERE ?? •W ?. ss/•L RDC
n e AN CE D ` SPECIFIED. STOCKPILE MATERIAL AS SHOWN ON PLANS AND SEED IMMEDIATELY o%?9 SOREHEAD CITY, NC 28557 411, •. Q A. •
1r41R
\C! A'+5 N/F INSTALL EXCELSIOR EROSION CONTROL BLANKET WITHIN ALL SWALES. SEED r Q .Y•y•. PHONE: [phone] CHECKED:
\S RIPARIAN OWNER CONSTRUCTED DRAINAGE SWALES WITHIN 21 CALENDAR DAYS OF LAND DISTUABANCIV • Q ? f;
1 d SCOTT GRADY 5. ROUGH GRADE ROAD. L so i : RDC
\ 6. INSTALL UTILITIES. : . 13 q . APPROVED:
V 7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE , J't3 , STROUD ENGINEERING, P.A.
OF PAYED AREA. a•'p•? ?•? RDC
100 50 0 100 200 B. INSTALL CURB AND GUTTER AND DRAINAGE OUTLET FLUMES AND PLACE CABC. O as 151A HIGHWAY 24
' 9. PAVE STREET.. I? •. N 4`,.• ?. M EAD CITY, N.C. 28557 DATE:
10. PERFORM FINAL SEEDING AND MULCHING. FILL-IN TEMPORARY SEDIMENT TRAPS Iy I? 6• IN ••
\^•' / WITHINTSAIDIDRAINAGERAEAWHASIBEENADEVELOPEDAANDCSTABILIIEOTION ?ODEC?',?v- 5 I2 7-7479 I SCALE?/1/05r
SCA1_F: I"= 100' NAL D. CULLIP E P.E. f-?-?- t t o0
...11103\1103-11pm1103-l.dgn 1/301200610:23:26AM
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BLAIR FARMS
M.B. 29 PG. 525
LEGEND
EIR EXISTING IRON ROD
E I P EX ST ING IRON PIPE
EPK EXISTING PK NAIL
ECM EXISTING CON C. MON.
ERRS EXISTING R/R SPIKE
SIR SET IRON ROD
CP CALCULATED POINT
NNW LEAN NIGH WATER
N/F NOW OR FORMERLY
MB MAP BOOK
DB DEED BOOK
PG PAGE
PP POWER POLE
LP LIGNT POLE
OE OVERHEAD ELECTRIC
ELEC ELECTRICAL PEDESTAL
TRANS ELEC. TRANSFORMER
TEL TELEPHONE PEDESTAL
TV CABLE TV PEDESTAL
WM WATER W-TER
CO CLEAN OUT

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34 WETLA-N.DS'.
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WHO. TYP
MARSH
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPTICTS 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 THERE IS
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS. THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS'FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORP OF ENGINEERS
WETLANDS DELINEATION MANUAL.
NAME:
T I TLE:
DATE: ---- JI aVD_r----------------- ------- --_
SHEET #1 OF 1
PROJECT u: PM1103-1
DESIGN FILE 77: 1103/1103-1/WETLANDMAP.dOn
% WFTr ANDS DATA
f Y N/F
J0.+• 170,0 OYSTER CDVE FROM IN TO 1M, S N:37 Na.T%• E. 21.- FROM 1%1018, S 4' 9' 40.07 • E 326218 FROM 21210 03, N 8. 9' 51.518 • E 922150 HOgTy
4 SUBOIY1510N FROM 161 TO 102 d 65' 8150' E. x.3321 FROM 15010 157, S N • 2' 2Mw' E 21.126 FROM 217 TO 214, N 21' 47 2500' W. 161141
M x20.
/{y `-? WFTI eM? tIMK T DATA FROM 192TO I s a• 1] • ON W. tst%i FROM 9210 IM. S M• W • 21919• E 172125 FROM 2501021E x 31' a' 60.2Y• W.
.B. 30 PC. 705 4192
1 a'q%r - FROM -YD n x N' N N • x210• W. 1176 FROM IN ro 1", 8 11. 1 • aalR • E x,.a00s MDM in 10 in, S a • a • 71212 • P 32501 FROM 21310 2121 50 45. 2 ' 50. W. 31.= /
3?i19 1' FROM 15010lfd, E 5' ]I ' 1191' W. 55160.1 FRO 1%70 tat S x' S ' 18.927' E blw FROM 21610 5&7 , N 91' a' 7965' W. ]1
• %' 40 W. 6M
FROM at TO 277, N 11' ' MAN E. ' 1191 FROM 1010 IN, 8 X- a 92
J' N ' 211' W, 290501 FROM 21110 214 N a 60 W. 24 50
' ]5,118' W, 629 FROM 9010 150, S &
292 .07' .6115 / Ale
`i.LL'"'' •18, / 169 FROM 77110 nA N 2' 1' rt,Ne' E. 37.572 N N' 0 • 16
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•?1?-far., 84 -, t Fi81M nl m 218, x a' 1 • ,&502' W. law FROM IM M 10. S T • to • 11418 • W. 1/.15n FROM 152 ley S 7. 2 W • 1153 • E. 40207 FROM 2910 90. N 31' 7 ' 12224 • W. ILSO 3q
FROM 21610 2221 N a• 77 • 41n5. E 24013 FROM INTO 109.. S 9' 1 • 41@94 W. IL790 FROM Ito TO IN, S 22. ' 4.18• E 99u FROM 2210 W. N M. N' 210• E 923506 P?
1= ?i?4?,2 FRO 10 TO 10, 0. 19 1871 • W. MANG FROM IN 10150 s n• 11 ' aw• E St2m FROM =I TO 2ZZ a M. 9 W. e&,3s• E. 150+50 yi
2" \'67 FROM 21810 277• N 22' N' +0.074 • E 17.70 F11011 11010 111, S a' %' 50107' E. 12088 FROM IN To IW S a. 9' 9672• E. O.9M FROM M ro = S 31• N' 4.SN' E 17.E
V8?\' f _ FlUM 21710 a& A 12' 11 ' 4lnd' E a.n4 FRdI 11110 111 8 9' a ' 61JU'• E "n" FROM 1" 10 97 N n • 90 212x' E 2alm FRO 930.7 250, 3 ZJ' 31 N BN• E x&67
a91rE msa4
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yy' 7681 FROAi 31910 B a0' ' n' 212' E 34.61 FTNW 113 50, N 62511 E 9.705 FROM 1" 02 1", 50 9 . 57 55 E 29.49 FROM 21510 292 S 33. 2' 32116 • E 2.525
.:"LL 10
FROM 280TO 281, 81 21' 2& 180E FROM 114 TO 218821. 61 41.618• E 21.380 FROM IN To i70,N 6'/S'773'E 9.]50 FROM Zero 212,6 n•• a•4s2N•E 786!0
20 '!.. / FROM 2110 N 9.212 W. 8211
71.5077. 47'3119'E 29.4521 FRO1721702m S n O'2/,10'E 9917
FROM 221 TO 216,511. 60.1•W. 29269 FROM In m 171.N75:45
FROM 282 TO 229, N 04 Q' 8770 W. 15.552 FROM x910115, N n' 18 ' 21.063 W, m+@ FROM 11110172, N %' It ' 21508' E 92]92 FROM 9210 221, S x' 1129' E mbw
FROM 28770150, 8 11' a' 9.89' W. 1899 FRO 175 TO 297, N M' 1P' 2.10' W. 313M9 FROM W TO in. N 2' 31 ' @.8' E 21,180 FROM 22970 21. S 51 29:21 .507' E 21.3x7
264 z • y-? FROM! 18110 215, 6 a11' 0' 1,118' W. 20281 FRO x710 118 8 111.850 FROM in 10174, N 71' N ' N.a' E 216908 FROM x110 212 6 x' 8mat' E. 41.8x1
L:v:?1 ?.. 7. % 1677 FROM 28510210, A ' 50 ' 4&248 W. 2490 , ' bl ' 4.0' W,
1 F 1 FROM hero 117, S 2' 5 N2M • W. N.Om FROM a/ TO 179 N %• 21 ' 1898' E x3919 FROM 29 ro 217, 8 a' 15' x712' E 29392
262 FRO 117 TO 1150 8 82' 9' 48aJ' W. a "IB FROM 0670 IM N 7' N ' 4242 • W. 2&2x FROM 2910 24, S W' I 33-W' E 8&0n
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26 1' 4? 1 y?A31 g1 FROM 118 TO 118. S 74' 13 48MB' W 21.M2 FROM 1n TO 177• N 4. 9 ' 3&075' W. 9205 FROM 234 7D 295 8 a' ' 11' '
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11.6• % FROM 1270121, 531 80418.02 21.650 FROM 1nro71yX 2. 2920102, 22813 FROM 2211029,8 a• I'9n1'E
. . @
260 '469 1661 FROM 121 TO 122 S 1S- 1! ' 26777' W 9/750 FROM 191012 N 51. 2' 2972 • W. 5&.M" FRDM 2910238, S a' a • 593" E 2
f"9
FROM 12110 tm s 1. 5 %.w' W. _NST FROM fa 117181. 8 n • 11 ' 45."] • W. IEW14 FROM 218 TO 2A 6 a' x N.M. E.
2s9 4 151'•.. FROM 12 TO 150, S 19• ]1 ' 12371 W. x2%1 FROM I I To OZ N W • N' 8473' W, lt.m9 FROM 279 TO 221, S a • 0 • IdNO' E ?
"'? /lt 4 4 a FROM 124 TO 121, 8 N• IBM W. 9233% FROM to ro 189, E"' N' 11.16.02, 190218 FROM NOTO NI. 829. 19 21.59' E. 42
251 116 FROM 125 TO 1md 1.if SUI W.N. FRO11a TO 1µ 3 N' a' 43.55 AN291 FROM x1 TO 242354 O'IM541'E 24.915
?. 41 FROM 1x 10 fa, S 19. 60 N.6N' E 21.[µt FROM IN M IOL 3 0' 46 8503' W. MONO FROM x210 503. S a' 1A' SBSa' E. 29.392 EB
251=L?•, 40 FROM ,2110 lms o• .M:. .9E•w, mum FROM ," ro IN, S a• a• N.%5.W.. t&52
FROM 192 TO 129, 5 2' 1 FROMx ID 2µx a• 8' &11+•E 925® 0 ^oo6
ISOM: W. 2LM FROM INTO 187. sa• s'1&965'07. 1&121 FROM 2501029, N 2' 29' 0.314. E 17.821 /5
26 H FROM 129101st 0 5. 48 • am • E 929137 FROM 152101210. N n' 0' 250' W, x.5171 FROM w 10506, N z • 2 • x.50 • W. 92+92
FROM 12 TO 171. S 2' 41 ' 4734' W, 2&%9 FROM 1x T01N• x 1/' N' 0.2x' E. n-mm FROM 250 ro 247, 50 7' x' 29264' W, x. [/
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355 ?'-?- - - M(NI 150 TD 19, S 1' S' a0.' E, 92952' FROM 1" ro 1WNW ' 2' W.412• E. 921315 FROM 22110 N6 N 0' N ' 2150 W
q ??
36 FROM 132TO 33 S 5• x' 11,77' E. 2.50" FROM 750 TO 91,X 2' a' 227x' W 123135 FROM 24870249, N 23 - 25 2.355' 1E'!'IS
FROM m ro 150, 5 /' 2 ' An' E, N.mM FROM IN TO 92 N M' "' am • E. 8692 FROM N9102a, N 3. 23 29.650' E, 'eyFM I6yG_IT
FROM &9101%, S a• 2' N4N' E 26528 FROM 192 TO In N N• 40 7.07• E misty FROM 2501021, N z' N' 102' E 18450 S iapA41n.
251 213, . 37 FROM 15010 in, 8 a' 18 ' mm. E N.srzt FROM 15010150, 5 N • a' µM • E 926522 FROM 211022 N 18' 1 ' m71s• E mi162 r 5'R9'M,M.M41F4
FROM 90 TO IN, S 72 - a • 21.592' E 27.55113 FROM IN TO 1W S 0' 45 37.0' E. 92=4 FROM 252 70 3, N 28. 4B ' 24.07• E. 21.1121
.07. 21.ax
252 FROM to TO 138, N 9• a' a.T9' E. 2829 FROM IN 70310.3 n• 0 16141•E. 1I.NN FROM 2N70254,N 0' S' 49211'
FROM 10 ro 19, N 9' 13 ' 9.21' E. 92050! FRO 15010198, X 21 • 1 52550' E 925221 FROM 250 TO 255, N 4. 18 9.714 E, 9.500
0.51 FROM iM TO 340 N 0' Q' 31.M' E 924992 FROM 1010 IN, N a • 18' 92819 • E =681`2 FROM 2510 2A N m • ] 4' 47 0.9x' ' E 19501
15 FROM 10 TO 141, N t' 2 4.6x' E 17.9567 FROM IN TO 290. N 6 • 7' 0.Ma • W. 92619 FROM 250 TO 252, N 19' 98 E 0.x50
950 ??FROM CID 142 50 a' 12 40.01' E 9.211 FRO 2211021. N If il' 21161 • W. .121 FROM 267 TO 250, N a' 3' a.AN' E. 461102
749 - 3! FROM 1Q TO I",, N M- a 28241 • E. IRON] FRO 2t 10 LEN 9' a 6.M' W, 921995 FROM NO TO 26 N 1. 2 1107 E x20
FROM I" 7D 141, N 12' It ' 120' E 23.0921 FROM M M M N 41 • 13 36.718 • W. NMI FRO 2N 70 221, N /' a ' N.M W 39.5881
FROM w 10147, N 16' 4 ' 92736 W. 21553 FROM 2310 21, N 41' 9' 4&420' W 50.9" FROM 250 TO 281, N 29 ' 16 N. 754" E. N.N
_ FROM t701H, N M' N ' 21601 E, 2.01 FROM 241112oy N tr• 37 92"1 •W 16"50 FROM a1 1G 25Z N e • 18 1800
NI Y•1. >r FROM 1o40 ro 107, N 0. 19 • 2503• E 44.7137 FROM 25102% N 9 • N • 2"1 • W. 29.0x) FROM 20210203, N 4- a 91x' E 50.307
`•- may-- FROM MID 150, S 36• u' 14.150• E 7!4611 FROM 26 TO MT. N M63 . N' Sm• w.:fLm FROM 26310 250. N d2•w' 47.8x• W. 21.3321
UPLANDS - _`y-.3.:. _ 14 FROM ,N TO 91. S 9. 9' Ila4 • W. 47.307 FROM 297 TO 2& x u • N • 2196' W. 30.7961 FROM 250 ro 23, N 9 • N' "Al E Q..6450
221 FROM 151 TO 15Z S 42. 11 N.SU • W 22341 FRO NO TO ZN. N 29. 9' 18.1 • W, 92x152 FROM 1"70 tat N 1 • of 9,n' F. 30.742
24 - FROM 19 TO ta,s21'18' µ4N' W. 21.923 FROM 2N ro21MN a• 51 ' 9.391• W. m52N FROM M TO 207, N a•N'2136' E x.761
Y- s FROM 15010150,517. 10. 1.82'02, 11916 FROM 210 i0211,N1•N'42918•W. 50319 FROM 267 TO x0.50 V•67'41.on E 9.91@
2+ FROM 1%10 1%, S 3' 25 ' IZM I- 1aoM44 FROM 2131027tH s' 50 ' M.M6 E. m5no FROM M TO 10tH I" a' 1&92 E 49.sw
244 .1 31 MEAN HIGH WATER DATA
242 y-:i WX. T9.
10.18 FROM 405 TO 4O, 8 17. 30 13-W • E x03 FROM 355 TO 350, N 4. 27 2.15' E. S22N
241 FRO 49910452 9 N' N' 21.12' W.
]0 FROM +SS 1001. N 39. 3s • 2&M • W. 11.211 FROM 10110 m, N 2• 8' 8712• W. x.064 FROM 350 1038, N 10. 43 • 2/T44- E 2882
23p 239 110 FROM 451 TO 450. N 0' tl ' 207 • w. 2.]19 FROM 4070 /m, N 9' 9' 1525' W. SZOM FROM 03 TO 35Z x a • 24 • 4&4n• E 41181
g]6 xi ., xp v129 FROM 450 TO 4µS 29' a' 1692' W. 18.40 FROM 402 TO 407, S a' 18 60.05 W, 9337 FROM 3@ 70351. N 13 %' Rb21 • E 51.512
2181
1, •1 ?--? - FROM MB TO M& S 29' Q' 3325[' E. 10.604 FROM /0f TO 400, N "' 9D' 62" W. 9271/ FROM WI TO 350. N t' 22 2695 E.
21 M. S 36' m' 92775' W. &n FROM 40D TO 39& N x ' 40 111x W. 32ou FROM 1'.0 TO NR N N' 19 41713 E &472
16214 MARSH FROM FROM MMTO10418, N n • a • I22p' W, ,z FROM x310 NA S N • a' 651 W. 2192 FPO 50910 NO, N 11 • a 4&7s • w. Nnb
25 J1-, kY, ., 1
FROM 4491046. N 2- a' 47.1x• W. Sm21Z7 FROM 388 TO 297. S a' 21 M. 5651212 W. 9121 FROM 340TOM. N 2' x 811 • E 1&98
2l1 211 2n x4 If 3 FRO 615 TO W. N 25' a' IAA: E 119" FROM 387 TO M. S 29• %' 8592• W, 50.m FROM -TOW, m 9:": Oa5' E 218
' 1& @
1
_ FROM WTO 443. N 50 9M..t67 W. 12524 FROM 86 TO 3%,S/t•0'Z/S9'W. mom FROM 348T09A5,X N a 1219 E
J- = FROM 070442 S 10. 39 28988' W. 27.49 FROM 395 TO 394S 2' 0' 352@' W. 3292 FROM 34570364. 8 51' 51 50511 E. 18137
FROM 612 TO Mt, S @' 10 7207 E. 17,52 FROM SN TO 352, d 50 90.217• W. 29 FROM 361 TD 30, N II' 0 2991' E 4928
293 22 x
- -WETLANDS:
1x4=1- 421 2 FROM N11D 440, S 9' a' 9)44' W. 15512 FROM 392 10501, N 2' 9.29 W. 9202 FROM 071119/1.8 16' 47' 07.70' E 15]89
65 _Li_1 !. M IT FROM 0710439.5 21. 47 50.812' W. 16850 FROM 5011020 5 9. 45 . 908.02, WM FROM 34210 Ni. N W • N 419d' E 1.05
2.02 FROM NI TO 310. N 2' 2 m5n' W 22252
22 iip 9.1 19 f6
FROM 42110439 S 0' 67' ffiBx' W ".698 FROM 300 TO NO S a' 41 2.505• E.
122 223 22 = -215 214--1 _ ?.1,.. FROM 4MTO W.S 12.21' 1021W, mw MOM MOTO x8 5 9' @' =N -W. 9S% FROM NO TO FU, s 11' a.%S•W 33247
tm 211.. Eop 1 FO 1 L 414 FROM 07,00& S 75' 5' 33112 W. M.4M MOM 39870397 N a' t' 26%1' W. 909 FROM 261 707% N 5 5' 8' 0751' E 11]83
' .2m MOM 39]70 39, N 27• M. 50149 E NM 11919 98 TO 352. N 0' @ 46d4 ' E 1200
E21 -211... 213 i 350 20 150 20 ig y FROM 4210 450, S l' 51 O.w E d0
. FROM 38610 385, H N' m' 7285 W. 92621 FROM 39703]6, 6 W. a 1438' E 2964
N FROM QSTO 0{ 517• a' 9250' W TO
' E. 3670
13 FROM 4M 7010, S T'Q' • S 6=. E 5&x1 FROM 383 TO 3µX 8' 17 2946 W. 41.022 FRO 38 10TO3x, 315, N N N13' . 11 11 41 033]9' E.
x33 - 190 FROM CO TO 431• S 15' % 2d2@' W. 4191 FROM 384 TO 383, N W* 31 ' W..99 • W. MAN FROM 375 1&T5&
4:2st 22 i0 . 1 12 FROM 43110 AN, S 75' 22' 248' W. AM FROM 39 To 352 H 5' 8' 1795' E IIA21 FROM M4 TO N& N 50. 15 91N- E 1848
1129 210 - 20 in .TA 111 . ?- FROM mTO 47A 421L 48.2' 150• W. OSP/ FROM 382 TO 507 N 41- w 11.608' W. B59 FROM 33310392, x 3' Q 14.da• E 1590
N • 47 17.7' W 151211
FROM 42910420, N a • 2 33819 • W. 19.91 FROM at 10393 S n • 2 • MMI W. 1SAM FROM M2 TO 331, N
110 . 111 116 Pig FROM ad TO 427: N 67' 0' MA O' W. 14.52 FROM M TO 99 H 2'.9 51.102 W. 9.x7 FROM Ml TO 350, 6 N' a' 2161 W 48353
I '
19 - Ili _ FROM 452 ro 492 N 0' 29' 4307' w, a to FROM NO TO 90, S n' 9 910' W, E:0 FROM No TO 329. N 2' 33 5008' W lam
_ FROM Rfi TO 492 N i8. 11 319' W. 2.Sn FROM 98 TO 377N 86' a ' MM: W. MM FROM 9B TO 3x. N m' N Bo90' E 2
11 f N FROM 425 TO 4x S 12 15 • 21241 W. 2250 FROM 377 TO 376, N Of ' 18 ,09' W. MM FRO =TO=, N 19:47: 3&M• E 10238
114 - to '., 11 FROM 45010 m, s N' 9' 71518 E x.521 FROM 9 870 314, s 14' 4' 1807' W. 92284 FROM 9/10392 N 9N9294' E 10.39
FROM 42310 Q2 S 2. 31 ' ISSIA' W. 229 FROM 374 TO 373, N 2' 41 ' 11.19' W. M.W FROM 32 TO 525. N B' 15 41 614' E &,B
523.19'Sfi°E 'y 114 FROM 492 10 m,59' IOM' 8550'E 29115 FROM 3]91037,50 5•a'x450• W. 2104 FROM MSro94. x Q' a' 1525. E 10.116
T9 47-7 _4 211 191 FROM Qt TO 492 S a' N' 12"5' E 46290 FROM 3n 10 91, N 2' 0' 21271 ' E 49.85 FROM 9470 Ma 9 So tl' 24.114 ' E 11.0
FRO ROM1 421049, S N • 17' 118' W, 110.19 FROM 371 TO 310. X 3' 2' 080' W. 9.,% FROM 321092 N 21' N' 2191 • E 888
TFE 5&B ,• tas FROM 4910178. S 0' 2' 7794• E 2937 FROM 3n TO 350. N 40' 0' 41824 • W. 10.790 FROM 92TO 321, N R' 2' 15,107• W. IIA2
tic 7 _ FROM 49 10 M , S n ' ' 2' a1a' E ,9.550 FROM wo m m,, x Is • 10 • 615. W. 3629 FROM m m ]m N 0. 15 009•• E. 9.0
n
FROM 417 1041& S 31 • 21' 1152' E 1.72 FROM 3992 350, N x' 11 • 7918 • W. 21.79 FROM 9010 b9, N 9' 52 ' 10233 W. 1&002
IN
30 ,3 ?.' IN In . FRO 4157041, 8 8 0' x219' W XM FROM 25102& 50 29 ' a' MM E 41M FROM 509 TO 316, 5 a• i' Q9N'W,
27 tig 2 UPLANDS
2n •:_. ' 250 11 FRO 41410413, b 72. 55 • 369.02 9.tx FROM 251024, N 0' 10 ' 1207 E. U1851 FROM 31810317, s 52' S ' 9138' W. 79608
FROM 070 4TA S 2. 0. 4877' W. t11N MGM 350 TO 363, N a' 2. 31229• E 6292 FROM 31,TO M& S 2' 4' 1250• W. 30.174
WETLANDS
FROM 19 TO 411. 0' R fltt' W, NOM FIFO m3703Q N 31' a' 1.f' W, 1035 FROM 31 6 TO M& S 83 71 ' 2139' W. 9231
:i - Ilt FROM 21110410. N x' 7. 1&': W =317 FROM 1, 50 .I' M' x57' W. 5&023 FROM 3157031, 8 1' &M: W. 11.60]
ziz of - FROM 401040 S N•2. 2138.07. 929218& % N 2 07? ON FROM 314 TO ayn p•W4 7.116 . W. ?1
2i? 1+ 150 Oi O FROM 49210 0, & N' 6' /6523 • W. ?O45B4ryNppL3g^ i5}T1Lt1VgpApFApJ,! %.149 W.
21 0 ?3E
FROM 4NT0 M, S 1o. 12' 2004' E 48.01 FROM 35 N 9293'
Il) - M FROM 407 TO 40, 8 2. 31 ' $1527• E. 92441 FROM 3f 7 1.
' 50250' E. 4170 FROM
FROM 40 TO +05&, S x' 21
14 -_. 17 1. y M
14
= I
- % '-174 14 - 153 FEB 1 189 If 20
114 N II 155 _ ??ii
^3 142 136 •., iN n! 161507 91
I] - SL]L`]Ll. ?_ i1.-S'?L a tat I6fi - 396
_ _ _ ? 992
•5-1- -_ 49n. TrP.
"
Y. ?L:aL 4EL1 i?,.A..:.1_ 50
-- WETLANDS. -_ 1 - 92
3 .1 +?y 11v1 89
;OASTALV`SION Or DATE
ANAI
TE, LL Bipil DNS:
OWNER: N/F BLAIR POIN
MARSH D.B. 788 PG. 991,
D.B. 836 PG. 710
NCPIN 638606492841
NCPIN 638606497663
NCPIN 638606494672 _
AUDUBON POINT
I. E.GLENN CORBETT. CERTIFY THAT THIS PLAT

2 .ai
]6 is ;ul`,y L.
1 '' L'' s 321 WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE BY ME (DEED DESCRIPTION
.
-
" RECORDED IN BOOKS REFERENCED); THAT THE

Y
BOUNDARIES NOT SURVEYED ARE CEARL
L
?
.?'s?- •4•I- ,. - ?- 2
n5&
a] .,_„ N FOUND
MATIO
INDICATED AS DRAWN FROM INFOR
IN BOOKS N THE OF THIS AT'
L
M
E
E
E
F
366
u
16,
PS04jn
.
`
CALCULATED
IS
DF
AS
THAT THE RATlO
PRECISION
NOTES: ,
a » 31
;.4ss
?..: , ,,, ° H' i?: Y•: ° 1:10.000 +/-;
WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER.
1.) THIS SURVEY IS OF EXISTING PARCELS OF 1x0•
BOUNDARY SURVEY PERFORMED
2.t 1 A
'
'
120 ;
SEAL AND SEAL THIS 16TH DAY OF NOVEMBER A.D. 2005.
B,'
: 11.330.3
3.) WETLANDS TRAVERSE CLOSURE AEFORE ANY ADJUSTMENT = 1 60 30 0 60
,i n
1.'11
' ? L 5401 ?. '
r
4.) NO STRUCTURES EXIST ON PROPERTY.
5.1 MEAN HIGH WATER BASED UPON VEGETATION.
NG .
31 .: 'i 16
?`1`l.a - '•' O,/`

?'F •+OdURNi4% •
?
_
----------------
--
.
6.1 THIS MAP IS NOT FOR RECORDI
7.) NO UTILITIES LOCATED. SCALE: 1'= 60' "- GX ?•fn•?pFO?,.° PROFESSIONAL LAND SURVEYOR
8.) NO POINTS SET ALONG MEAN HIGH WATER. 37
374
n,IM,
L-3407 _
ETCENSE NUMBER
MOREHEAD CITY, CARTERET COUNTY. NORTH CAROLINA
CLIENT: BLAIR POINT. LLC SURVEYED:
EGC 6-23-05
C/O DAVID HORTON
ADDRESS: 1904 CLUBHOUSE DRIVE DRAWN:
MOREHEAD CITY, NC 28557 GYT
PHONE: [phone] CHECKED:
GC
SmouD ENGINEERINGMP-A_ c1PROVE 11
MOREHEAD CITY. N.C.28557
I'l 1%15/05
[phone]
SCALE.
= 60,