19970316 Ver 1_Complete File_19970514

State of North Carolina
Department of Environment,
Health and Natural Resources .
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Blair Point, LLC
608 Ann Street
Beaufort, NC 28516
Dear Sir.
ALT.M?FA
14 00
�EHNIt'
May 14, 1997
Carteret County
WQC 401 Project #970316
COE #199706041
You have our approval, in accordance with the attached conditions, to place fill material in 0.03 acres of
wetlands or waters for the purpose of developing a residential subdivision at Blair Point, Phase I, as you
described in your application dated 7 May 1997. After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification Number 3112.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non - Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919 - 733 -1786.
Sinc rely,
c l
ston Howard, Jr. P.E
Attachment 0
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
970316.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled110% post consumer paper

Siate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
April 9, 1997
TO: Mr. A. Preston Howard, P.E., Director
Division of Water Quality
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
[DEHNFR
7 7 --
J APR 11 1997 J-
DIViSIONR OF
COASTAL MANAGEMENT
SUBJECT: CAMA /DREDGE & FILL Permit Application Review
Applicant: Blair Pointe, Phase I
Project Location: @ the end of SR1177 and adjacent to the Newport River
and Dill Creek, in the Town of Morehead City, Carteret
County
Proposed Project: to develop a 33 lot subdivision; the project will
involve roadway improvements, the construction of a
bulkhead, and the extension of sewer and water services
to the site from North 20th Street.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by April
30, 1997. If you have any questions regarding the proposed project, please contact Charles Jones at (919) 808-
2808. When appropriate, in -depth comments with supporting data is requested.
REPLY: -� _ This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
'rh:c .3nP.,..11 nh;antc tn the project for reasons described in the attached comments.
DATE
Hestron Plaza II, 151 B, Highway 24, Morehead City NC 28557 N1LA c An Equal Opportunity / Affirmative Action Employer
Voice 919 -808 -2808 FAX [phone] Courier 11 -12- 09 50% recycled/ 10% post - consumer paper

To: John Dorney
Environmental Sciences Branch
DIVISION OF QUALITY
:u: MAJOR PERMIT APPLICATION R II
REGIONAL OFFICE REPORT AND RECOMMENDATIOVS
REVIEWER: GREGSON -b*
ACTING WQ SUPERVISOR: SHIVER S
DATE: May 8, 1997
RFQlci
WETLAND INFORMATION FOR CENTRAL OFFICE TRAC'KINCT
VFQ
PERMIT YR: 96 PERMIT NO.: 970316 COUNTY: Carteret
,
PROJECT NAME: Blair Pointe, Phase I
boy 9 -99
' FiyTgZoo,
PROJECT TYPE: Subdivision PERMIT TYPE: CAMA
COE #: N/A DOT #: NIA
`' �� °Fs
RCD FROM CDA: DCM DATE FROM CDA: April 11, 1997
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Newport River and Crab Point Bay
CLASS: SA STREAM INDEX #: 21 -17 and 21 -30
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: SM
WL REQUESTED: 0.03 WL ACR EST: No
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED ?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to develop a 33 lot subdivision on
the Newport River
and Crab Point Bay.
WATER QUALITY C'F.RT_ (4011
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Permits.
TYPE OF DISPOSAL PROPOSED: Proposed connection to Town of Morehead City WWTP.
TO BE PERMITTED BY: DWQ
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: Yes
WATER /WETLAND Fii.i,
AREA OF FILL - WATER: N/A WETLAND: 1415 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A

970316. May
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
REC'ONVOY -N ED C'ONDrnONS OR PERNUT RFSTRIC'T ON 'S• That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
25 NTU.
The project meets the minimization criteria contained in 15A NCAC 2H .0506 (d). This Office
has no objection to the project as proposed.
cc: Central Files
Wilmington Regional Office Files
DCM- Charles Jones
John Parker

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402 -1890
IN REPLY REFER TO May 6, 1997
Regulatory Branch
Action ID No. 199706041
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health, and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611 -7687
Dear Mr. Dorney:
Enclosed is the application of Blair Pointe for Department of the Army
authorization and a State Water Quality Certification to place fill material
into 1,415 square feet (0.032 acre) of wetlands to develop the Blair Pointe,
Phase I subdivision located at the end of SR 1177 and adjacent to the Newport
River and Crab Bay Point in Morehead City, Carteret County, North Carolina.
Your receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
�<'p,
sit
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by July 5, 1997, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned, Regulatory
Branch, telephone [phone].
Sincerely,
�"� 11V)AA�e-
Ernest W. Jahnke, Manager
Wilmington Field Office
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611 -7687

L �
DIVISION OF COASTAL MANAGEMENT--
FIELD INVESTIGATION REPORT 0
1. APPLICANT'S NAME: Blair Pointe, Phase I
2. LOCATION OF PROJECT SITE: at the end of SR 1177 and adjacent to
Creek, in the Town of Morehead City, Carteret County
Photo Index - 1995: 43- 531,C -14 1989: 139 -4,S -8
State Plane Coordinates - X: 2688200 Y: 367000
3. INVESTIGATION TYPE: CAMA /D &F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10 -22 -96 3 -12 -97
Was Applicant Present - Yes No
6C�ad�`s°
WRy71997
i Dill
5. PROCESSING PROCEDURE: Application Received - 3 -17 -97
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Limited Transition and Conservation
(B) AEC(s) Involved: CW,EW & ES
° Water Dependent: No
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing -
Planned - Connection to Town Sewer System
(F) Type of Structures: Existing - asphalt roadway
Planned - Roadway improvements, Bulkhead & Utility Extensions
(G) Estimated Annual Rate of Erosion: slight
Source - On -site observation
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLFD OTHRR
(A) Vegetated Wetlands
Coastal Wetlands
±1,415 sq.ft.
(B) Non - Vegetated Wetlands
° Other
High ground
± 4 acres
± 26 acres
(D) Total Area Disturbed: 30 acres
(E) Primary Nursery Area: Yes and No
(F) Water Classification: SA Open: Yes and No
8. PROJECT SUMMARY: The applicant is proposing to develop a 33 lot subdivision at a site located at
the end of SR 1177 and adjacent to the Newport River and Crab Point Bay, in the Town of Morehead
City. The project will involve roadway improvements, the construction of a bulkhead and the
extension of sewer and water services to the site from North 20 St.

C
FIELD INVESTIGATION REPORT:
BL AIl POINT, PHASE I
PAGE #2
9. NARRATIVE DESCRIPTION: The applicant's property is a ± 267 acre tract of land
located north of Morehead City between North 20th St. and the Newport River. The
property also borders Crab Point Bay and Dill Creek and vehicular access to property is
from the end of NCSR 1177. A significant portion of the property was formally the
"Blair Farm" which had a large "farmhouse" and a concrete pier extending into the
Newport River. This house was recently burned down by vandals. In the late 1960's
and early 70's, this property and an adjacent tract of land was purchased in anticipation
of a residential development. Extensive ditching was undertaken throughout the tract
and a dirt roadway was installed between North 20th St. and SR 1177. A series of dead -
end finger canals were excavated adjacent to the Newport River and landward of an
earthen plug. The canals were never connection to the Newport River because federal
authorization could not be obtained. In the early 1980's, the property was sold and a
planned unit residential development was undertaken. The initial plans called for ± 600
residential units with several piers extending into the Newport River, however, only 7
condominium buildings and 1 dock with 13 slips were ever constructed. Wastewater
from the condominium project (known as "The Haystacks ") is pumped and disposed at a
spray irrigation site located ± 4,000 ft west of the units. A small portion of the tract of
land (just south of the treatment plant) has also been used as a marsh mitigation site.
Because of concerns about vandals, trespassing and liability, the previous land owners
petitioned and received permission from the County and State to abandoned the end of
SR 1177 at the entrance to the Haystacks. A locked gate prohibits vehicular traffic into
the property. The southern portion of the abandoned road is bordered on both sides by a
border of Coastal Wetlands. The roadway is still asphalted but the shoulders have not
been properly maintained and areas of Coastal Wetlands have migrated onto portions of
the roadway shoulder. The waters of the Newport River, Crab Point Bay and Dill Creek
adjacent to the property are classified as SA waters and are closed to the harvesting of
shellfish. The waters of Dill Creek are also classified as Primary Nursery Areas by the
NC Marine Fisheries Commission. Wetland areas on the property have been delineated
and an archeological site has been identified within the project area.
The new property owners are proposing to continue to develop the property into a
residential development. The first phase will be the subdivision of 43.8 acres of land
adjacent to the Newport River and Crab Point Bay, just south of the Haystacks, into a 33
lot subdivision with a minimum lot size of .75 acres. Fifteen lots will front the Newport
River and there will be 8 lots fronting Crab Point Bay. This property has been recently
annexed by the Town of Morehead City and will be served with municipal water and
sewer. In order to serve this site with water, a 12" water main will be extended from
Apple Mobile Home Park along the right of way of NCSR 1177 (20 h Street) to the
applicants property. From there, an 8" water line will be extended along the existing
gravel drive to the proposed first phase development. Total length of the water line
extension will be ± 11,500 feet. The sewer line will also be extended along the same
route but the total length will be ± 11,300 of 10" line. A pump station will be located
Z

on the applicant's property adjacent to the Phase 1 site. Along the right of way of 20`t'
Street, the water and sewer lines will cross underneath Dill Creek. The crossing will be
performed by boring and jacking a steel casing pipe under the culverts in Dill Creek and
installing the water line in the eastern casing pipe and the force main in the western
casing pipe. The width of Dill Creek is ± 60' at the crossing site. The water and sewer
infrastructure will be constructed by the applicant and turned over to the Town.
Access to the property will be gained by using the abandoned section of SR 1177 and
from an existing roadway in the Haystacks Development. The ± 1,970 feet of
abandoned road and right of way at the end of NCSR 1177 will be improved and
extended into the interior of the property. The applicant has met with the NC
Department of Transportation to look at the adequacy of the existing roadway and the
improvements needed to bring it to minimum state standards. Other than resurfacing,
the width of the pavement will need to be increased to 18' and a minimum of 5' of road
shoulder will have to be provided with a front slope of 3 to 1. As a result of this, two
areas of Coastal Wetlands will be impacted. The first area is identified as Area B in the
permit application. Here, portions of the roadway are to be shifted to the west in order
to minimize wetland impacts but there will still be an approx. 90' long x 3.5' area of
Coastal Wetlands filled for the roadway shoulder. The area is presently vegetated with
spartina patens, juncus roemerianus, distichlis spicata and Bairiki frutescens. The
second wetland area impacted by the road is identified in the project drawings as Area C.
At this location the applicant is also proposing to increase the elevation of the road by
± 1' and replace an existing 24" culvert with a 36" one. A ± 150' long x 3.5' wide
area of Coastal Wetlands would be filled on the north side of the existing road and on the
south side, a ± 115' long x 5' wide area would be filled. The wetlands are vegetated
primarily by spartina alterniflora with some spartina patens and Bairiki frutescens.
Once the roadway extends beyond the wetland areas, the Blair Points Development will
have a street system consisting of 30" curb and gutter and 26' of asphalt for a typical
width of 31' from the back of curb to back of curb. The development will have ± 2000'
of streets. The street drainage will be collected into a storm drainage system and
discharged into the 10.6 acres of fresh water ponds. The applicant has indicated that the
development will be under the low density requirements for stormwater with less than
30% built -upon. The applicant has calculated that the total impervious areas will be 9.55
acres which will represent approximately 22% of the project site. Finally, ± 218 linear
feet of bulkhead is planned for a point on the Newport River between lots 5 and 6 in
order to protect the earthen plug which separate the fresh water ponds from the River.
The plug has been significantly eroded because of last years hurricanes. The bulkhead
will be constructed landward of an extensive border of Coastal Wetlands.
10. ANTICIPATED IMPACTS: The project will result in ± 4 acres of land being
disturbed within the subdivision with an additional ± 26 acres disturbed because of the
infrastructure extensions into the project site. While the Town of Morehead City has
annexed the property, it has not received authorization from the Division of Water
Quality to extend Town sewer into the area. The extension of sewer and water to the
project site will also provide utility accessability to the future phases of the applicant's
property which has not yet been annexed by the Town. Town services will also be
provided to the adjacent condominium project since it was also .annexed by Morehead

City. In order to bring the existing roadway back to minimum Department of
Transportation standards, the road improvements will result in the filling of ± 1,415
sq.ft. of Coastal Wetlands. A section of the road will also be increased in elevation to
prevent its flooding during high tidal conditions. Additionally, a larger culvert will be
replace a smaller one which should improve the exchange of tidal water into a pocket of
wetlands which is separated from the waters of Crab Point Bay by the existing roadway.
The applicant has indicated that the project will come under the NC Environmental
Management's rules for low, density development. According to their calculations ±
22% of the project site will be impervious. The proposed shoreline stabilization will
prevent the erosion of an earthen plug which would result in the land - locked canal
systems being connected to the waters of the Newport River. This subdivision will also
allow for the future construction of individual piers on 23 waterfront lots - 15 on the
Newport River and 8 on Crab Point Bay. The applicant is currently in consultation with
the NC Department of Cultural Resources concerning the archeological site.
Prepared By: Charles Jones
Date: April 9, 1997

/T\
and ASSOCIATES
LAND SURVEYING & PLANNING
Michael W. Baldwin, RLS
BLAIR POINTE DEVELOPMENT, PHASE rMAR CAMA PERMIT ; 7-TT FEBRUARY 14, 1997
�c►s= 311 '+11-1 1 7 1s91
NARRATIVE «».- _....._....,.,.A�,,,.�,�,r.,�e.
This project contains 43.8 acres of development on a portion of a tract of land known as Willis
Point. The development provides 33 single family lots of approximately 0.75 acres in size. There
are 15 lots that front the Newport River and there are 8 lots that front Dills Creek. The remaining
lots are situated in order to provide a view of these bodies of water. There are some fresh water
ponds that exist on the interior subdivision. The developers own the adjacent property from
Willis Point along the northern shoreline of Dills Creek to a point east of NCSR 1176. The
adjacent property contains 223 acres and there are no current plans for development of this
property. It is expected that the lots will be sold out in five to seven years and the construction
will be built out in approximately 10 years.
Blair Pointe, Phase I has been annexed and will be served with sewer and water by the Town of
Morehead City. The infrastructure for the water and sewer will be constructed by the developer
and turned over to the Town for maintenance. In order to serve this site with water, a 12" water
main will be extended from Apple Mobile Home Park near Mayberry Loop Road in the eastern
right -of -way of NCSR 1176 (20th street) to the 223 acre tract of land. An 8" water line will be
extended along an existing gravel road through this tract of land to NCSR 1177 and then
extended along NCSR 1177, 5 feet off the shoulder, to the Blair Pointe, Phase I Development.
The total length of water line extension will be approximately 11,500 feet. The sewer will be
served by a regional pump station located between the 43.8 acre tract and the 223 acre tract.
Blair Pointe, Phase I will be served with 1630 feet of 10" gravity sewer to the pump station.
The force main for the pump station will be installed through the 223 acre tract of land paralleling
the water line until it reaches NCSR 1176. It will then be installed in the western right -of way of
NCSR 1176 and will be tied to an existing manhole along Mayberry Loop Road. The total length
of force main is approximately 11,300 feet. The sewer infrastructure will be installed by the
developer and upon its completion, turned over to the Town for maintenance. The waste water
will be treated by the existing Town of Morehead City's wastewater treatment plant. Along
NCSR 1176 the water main and force main will cross Dills Creek. This crossing will be
performed by boring and jacking a steel casing pipe under the culverts in Dills Creek and installing
the water line in the eastern casing pipe and the force main line in the western casing pipe. This
crossing is designated as Area A.
101 -A East Victoria Court Greenville, North Carolina 27858 ® 919- 756 -1390

Blair Pointe
Narrative
Page 2 of 2
In order to develop Blair Pointe, the 1970 feet of existing abandoned road and right- of-way of
NCSR 1177 must be reconstructed in order to meet minimum NCDOT standards. This road at
one time was constructed to those standards and maintained by the NCDOT until previous
property owners requested the road be removed from dedication. The road is currently paved and
will be widened to 18 feet and overlaid. The shoulders will need to be a minimum of 5 feet in
width and have a front slope to the ditch of 3 feet horizontal to 1 foot vertical. In order to
reconstruct this road to again be accepted by the NCDOT, these minimum standards will have to
be met. Existing ditches will be reshaped and reseeded. Approximately 900 feet of this roadway
is within 75 feet of the AEC. There are two areas along Dills Creek where the reconstruction of
the shoulders and the front slope will impact existing marsh area that is near the existing toe of fill
slope along this road. These areas are marked as Area B and Area C. Bringing this existing road
into compliance with North Carolina Department of Transportation standards is essential due to
the fact that there are no other street construction provisions because the Town of Morehead City
will not allow for private streets in new subdivisions. Without this retrofit to bring the road to
current standards, the proposed subdivision would not be accessible to vehicular traffic. The
existing road crosses a marsh area with an .24" culvert pipe that is submerged. High tide currently
overflows the road. In order to prevent the high tide from overtopping the road, the existing 24"
culvert will be replaced with a 36" culvert and one (1) foot of additional fill will be added to the
road in order to increase the road elevation. This raising of the road elevation is imperative to
provide safety for those persons traveling along this portion of road. The area is designated as
Area C.
The Blair Pointe Development will require a street section consisting of 30" curb and gutter and
26 feet of asphalt for a typical width of 31 feet from the back of the curb to the back of the curb.
The development will have approximately 2000 feet of streets. The street drainage will be
collected into a storm drainage system and discharged into the fresh water ponds. This
development will be developed under the low density regulations for development less than 30%
impervious. There are 33 lots that will be allowed the following: 6000 sf of building, 2300 sf of
driveway, 1000 sf of patio. The total impervious area for the project will be 9.55 acres. The
percent impervious for this project is 22 %. Discharge velocities will not be an issue for this
development since the pipes will discharge into 10.6 acres of pond which will act as detention for
any rainfall event. The fresh water ponds will discharge into the roadside ditches to NCSR 1177.
A bulkhead of approximately 218 linear feet is planned for a point on the. Newport River between
lots 5 and 6 in order to protect the ponds from being washed out during a storm. This area is
designated as Area D.
IAR 1 °� 1997
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F Form DCM -MP -1
APPLICATION
1. APPLICANT
a. Landowner:
Name Blair Pointe, LLC
Address 608 Ann Street
City Beaufort
CTo be completed by all applicants)
State NC
Zip 28516 Day Phone 919 - 726 -5195
Fax 919- 726 - 8119 -
b. Authorized Agent:
Name Michael West Baldwin
Address 101 -A fast Victoria Court
City Greenville State NC
Zip 27858 Day Phone [phone]
Fax [phone]
c. Project name (if any) _Blair Pointe, Phase I
NOTE. Permil u,0 be issued in name of landowner(s), and /or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
Revised 03/95
b. City, town, community or landmark
Town of Morehead City
c. Street address or secondary road number
_NCSR 1177
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) _Newport River, Dills Creek
3. DESCRIPTION AND PLANNED U$F,,
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and /or filling activities.
218 Linear Ft Bulkhead, 2 -80' bores
under creek, fill marsh edge, building
roads, reconstructing NCSR 1177, Construct:
waterline, gravity sewer, sewer force main,
pump station
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Work
c. Will the project be for public, private or commercial
use? P i va .. use of o , public use
of infrastructure
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. 218 feet of bulkhead to be
installed between lot 5 & lot 6 along
Newport Hiver. ulkhead.to be construc ed of
Marine treated timbers and jetted into
place. Deadman anchors to be installed
and backfilled. Purpose of bulkhead is to
prevent erosion along fresh water pond.
(See Attached Narrative)
Ji!.
MAR 1 7 1991

Form DCM -MP -1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 43.8 Acres
b. Size of individual lot(s) 0.75 Acre Average
c. Approximate elevation of tract above MHW or
NWL 6'
d. Soil type(s) and texture(s) of tract
Loamy Sand
e. Vegetation on tract Grass, Trees, Marsh
Grass, Wetlands
f. Man-made features now on tract Fresh water
pond, Foundation of home
g. What is the CAMA Land Use PIan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R -15
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance eertffacue, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _y No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) - y Other
If yes, has a delineation been conducted? Yes
(Mach documentation, iiamilable)
Revised 03195
m. Describe existing wastewater treatment facilities.
Proposed pumpstation and force main
_to Town of Morehead City Existing
Wastewater Treatment Plant
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff; sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
Surface runoff, residential discharge
o. Describe existing drinking water supply source.
Source from the Town of
Morehead City existing water supply
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
requirements and it must be sufficiently detailed to
guide agency perso%T@". ! ` j10 the
MAR 1 7 1997
�a�ss��rsaNw�aNM�

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.
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.
Name Newport Shores Group, Haystacks Condo. I certify that I am authorized to grant, and do in fact,
Address 800 Country Club Rd;. _Morehead City, NC grant permission to representatives of state and federal
Phone 919 - 354 -5515 review agencies to enter on the aforementioned lands in
connection with evaluating information related to ithis
Name permit application and follow -up monitoring of the
Address project.
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.
None
• A check for $250 made 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. N/A
• 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 lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 14 day of January , 19 97 .
Print Name M' a st Baldwin
Signature
Landowner or AuthonZed Agent
Please indicate attachments pertaining to your proposed
project.
x DCM MP -2
Excavation and Fill Information
X DCM MP -3
Upland Development
X DCM MP-4
Structures Information
X 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.

Form DCM -MP -2
EXCAVATION
. = FILL
Al��D .
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -MP -1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
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 f1 Q�
(Excluding
shorotine G
stabilization
Average Final
Existing Project
Length Width Depth Depth
A?6cl` c:
Revised 03/95
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
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
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
A.5►CO-01 If yes, where?
,> stve
i
f�lAR 1 7 "1997 �
b:
,9o.
3`�•
1.5.
2•
115
5
1,5
A?6cl` c:
Revised 03/95
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
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
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
A.5►CO-01 If yes, where?
,> stve
i
f�lAR 1 7 "1997 �

Form •DCM -MP -2
L
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 I No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 218
c. Average distance waterward of MHW or NWL
0 Feet
If Yes,
(1) Amount of material, to `be placed in the
water= .:.0 _
(2) Dimensions of fill area 90' x3.5 x 1.5' deep
1501x4.5x1.51deep, 115'x5.5x1.51deep
(3) Purpdse'of fill Rernnstrurt Rnsri
shoulders on NCSR 1177
b. Will fill material. be placed in coastal wetlands
(marsh), SAVs or other wetlands?
x_ Yes No
If yes,
(1) Dimensions of fill area See Above
(2) Purpose of fill See Above
5. GENERAL
d. Maximum distance waterward of MHW or NWL _
0 Feet
a.
e. Shoreline erosion during preceding 12 months
0
(Source of information)
f. Type of bulkhead or riprap material
Treated Marine Timber
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill 0
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
Revised 03/95
How will excavated or fill material be kept on site
and erosion controlled?
Silt fence installed at the toe of
the fill slope
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Blair Pointe, LLC
Mi .West Baldwin, Agent
Ap jest Name
Signature
2- 14--87
Date
MAR 1719V?
��aagi�ssNassi�,

Form DCM -MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
e. Mooring buoys
Permit, Form DCM -MP -1. Be sure to complete all
(1) _ Commercial _Community _ Private.
other sections of the Joint Application which relate to
(2) Number
this proposed project.
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and /or Pier(s)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width of water body
(4) Width
(5) Distance ' buoy(s) to be placed beyond
(5) Finger Piers Yes No
shoreline
(i) Number
(ii) Length
f. - Mooring structure (boatlift, mooring pilings, etc:)
(iii) Width
(1) _ Commercial _Community _ Private
(6) Platform(s) Yes No
(2) Number
(i) Number
(3) Length
(ii) Length
(4) Width
(iii) Width
(7) Number of slips proposed
g. Other (Give complete deSaiprion)
(8) Proximity of structure to adjacent riparian
218 if of bulkhead between lot 5 & lot 6
property lines
to prevent wash out at fresh water pond.
(9). Width of water body
Bulkhead shall be constructed of
(10) Water depth at waterward end of pier at
marine treated timbers
MLW or NWL
b. Boathouse (including covered lifts)
Commercial Private
Blair Pointe, LLC
(2) Length
Michael West Baldwin, Agent
(3) Width
A li t or roject Name
c. Groin (e.g. wood, sheetpile, etc.)
signature
(1) Number
2_ I4 -9-7
(2) Length(s)
Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands _
MAR 1 7 1997
Revised 03195

Form DCM -MP -3
UPLA-N.D.
DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit,
h. Projects that require a CAMA Major Development
Form DCM -MP -I. 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?
a. Type and number of buildings, facilities, units or
X Yes No
If yes, date submitted 2 -15 -97
structures proposed
33 Single family homes
i. Describe proposed method of sewage disposal.
b. Number of lots or parcels 33
Will be treated b Town of
_Morehead City, Wastewater Treatment
Plant
c. Density (give the number of residential units and the
j. Have the facilities described in Item i. above
units per acre)
received state or local approval? Yes, Morehead City
has
1.3 units per acre
agreed to accept wastewater from site,
Plans to be submitted to DEM March-31, 1997
k. Deoscrie�ocatton ana yp ofproposed discharges to
J. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
waters of the. state (for example, surface runoff,
4 acres
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
If the proposed project will disturb more than
Surface runoff, Resid n ial Pishar9p";_
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.
If applicable, has
1. Describe proposed drinking water supply source
a sedimentation and erosion
control plan been submitted to the Division Land
(e.g. well, community, public system, etc.)
Public System
of
Resources? Yes X No
If yes, date submitted
m. Will water be impounded? X Yes No
List the materials (such as marl,
If yes, how many acres? 10 Acres
paver stone,
asphalt, or concrete) to be used for paved surfaces.
n. If the project is a oceanfront development, when
Asphalt along NCSR 1177
Asphalt & curb &
was the lot(s) platted and recorded? _ N/A
gutter within sub-
division
Blair Pointe, LLC
Michael West Baldwin, Agent
Give the percentage of the tract within 75 feet of
A li or ject Name
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and /or built
signature —v
-upon surfaces such as
pavement, buildings, rooftops, or to be used for
�.- 97
� ._ A ? . • 1
vehicular driveways or parking. 18%
nay MAR 1 7 197 r .
03/95
�os��u• nnarwww�A�R��

Form DCM -MP -5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -MP -1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
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
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing waterdow?
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
If yes,
(1) Length of existing culvert n.
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
Revised 03/95
Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
44n
M1
MAR 1 7 1997

. Form DCM -MP -5
2. CULVERTS
a. Water body in which culvert is to be placed
Dills Creek
b. Number of culverts proposed One (1)
c. Type of culvert (construction material, style)
Reinforced concrete pipe
d. Will proposed culvert replace an existing bridge?
Yes X 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)
e. Will proposed culvert replace an existing culvert?
X Yes No
If yes,
(1) Length of existing culvert 42'
(2) Width of existing culvert 24"
(3) Height of the top of the existing culvert above
the MHW or NWL 0
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
All of the culvert will be
removed
f. Length of proposed culvert
g. Width of proposed culvert 36"
h. Height of the top of the proposed culvert above the
MHW or NWL 12"
Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain
It will provide greater flow for tide
and storms
Revised 03195
j. Will the proposed culvert affect existing navigation
potential? Yes x_ No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 12'
(2) Width of area to be excavated 6'
(3) Depth of area to be excavated 2 �7:—F—
(4) Amount of material to be excavated in cubic
yards 5
b. Will the placement of the proposed bridge or culvert
require any excavation within:
x Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated 20'
(2) Width of area to be excavated 10'
(3) Amount of 15material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
y Yes No
If yes,
(1) Length of area to be excavated 35'
(2) Width of area to be excavated 6
(3) Amount of material to be excavated in cubic
yards 39
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
On high ground lots
(2) Dimensions of spoil disposal area
6" x 200' x 200'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
7MMAR 1 7 1897 t i

Form DCM -MP 5
(4) Will the.disposal area be available for future
maintenance? Yes X : No.
(5) Does the. disposal area'. include any. coastal
.wetlands (marsh), SAVs,.or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the WM or NWL? Yes _X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? X_ Yes No
If yes, _
(1) Length of area to be filled 48'
(2) Width of area to be filled 4
(3) Purpose of fill 6" Select Fill for bed of
new 36" RC
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
X Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled 48
(2) Width of area to be filled 4
(3) Purpose of fill 6" Select Fill for
bed of new 36" RCP
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 X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
Revised 03/95
b. Will the proposed project require the relocation of
any.existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM -MP -2
e. How will excavated or fill material be kept on site
and erosion controlled?
Silt fence placed at the toe of the
slope
i'
f. What type of construction equipment will be used
(for example, dragline, backhoe or -hydraulic
dredge)?
Backhoe
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in .detail
Blair Pointe, LLC
Michael West Baldwin, Agent
signature
Z- cn
Date rp
7 Mr-7
MAR I
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BALDWIN &' ASSOCIATES
Land Surveying and Planning
101A East Victoria Court
GREENVILLE, NORTH CAROLINA 27858
(919) 756 -1390
JOB l�L�aR �Pb (tG, 171 -:I—
SHEET
OF
CALCULATED BY M�' DATE L-423- q-7
CHECKED BY DATE

BALDWIN & ASSOCIATES
Land Surveying and Planning
101A East Victoria Court .
GREENVILLE, NORTH CAROLINA 27858
[phone]
JOB
SHEET NO. OF
CALCULATED BY- DATE.
CHECKED BY DATE
I
I
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BALDWIN &ASSOCIATES
Land Surveying and Planning
101A East Victoria Court
GREENVILLE, NORTH CAROLINA 27858
(919) 756 -1390
JOB.
SHEET NO. ` OF 1_
CALCULATED BY M�JY� DATE
CHECKED BY DATE

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