19971121 Ver 1_Complete File_19980112

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
L �
D E N R
January 12, 1998
Carteret County
DWQProject #971121
COE# 199800478
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Blaire Pointe, LLC
608 Ann Street
Beaufort, NC 28516
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to dredge
and place fill in 0.25 acres of wetlands or waters for the purpose of upgrading an existing road at Blaire
Farm/Blaire Pointe, LLC as you described in your application dated December 3, 1997. After reviewing
your application, we have decided that this fill is covered by General Water Quality Certification Number
3112. 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. This approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except
as modified below. 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 and any additional conditions
listed below.
1. Deed notifications or similar mechanisms shall be placed in lots with remaining jurisdictional
wetlands and waters to restrict future wetland and/or impact. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2. Sediment and erosion control measures shall adhere to the design standards for sensitive
watershed (T 15A:04B .0024).
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 Domey at 919- 733 -1786.
Sin erely,
ston Howard, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Domey
Central Files
John Parker, DCM
971121.1tr
Division of Water Quality • Non- DischargeBranch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919 - 733 -1786 FAX # [phone]
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Roger N. Schecter, Director
December 1, 1997
TO: Mr. A. Preston Howard, P.E., Director
Division of Water Quality
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
D (� 7�i /j�.
I I 1
I
ii C1 I )
DEC 0 � 1997
DIVISION .OF"
COASTAL MANAGEVIENVT
SUBJECT: CAMA /DREDGE & FILL Permit Application Review
Applicant: Blair Pointe, LLC
Project Location: between SR1176 & SR1177, adjacent Crab Point Bay & Dills
Creek, in the Town of Morehead City, Carteret County
Proposed Project: to pave an existing marl road
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 22, 1997. If you have any questions regarding the proposed project, please contact Ted Tyndall 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.
'this gpencv obiects to the project for reasons described in the attached comments.
DATE
Hestron Plaza II, 151 B, Highway 24, Morehead City NC 28557 Telephone [phone] Fax [phone]
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I
'To: John Dorney
Environmental Sciences Branch
DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: STEENHUIS 7
ACTING WQ SUPERVISOR: SHIVER ��SS
DATE: December 22, 1997
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 97 PERMIT NO.: 971048 COUNTY: Carteret
PROJECT NAME: Blair Farm Parkway /Blair Pointe,LLC
PROJECT TYPE: Road Paving PERMIT TYPE: CAMA
COE #: N/A DOT #: N/A
RCD FROM CDA: DCM DATE FROM CDA: December 3, 1997
REG OFFICE: WiRO RIVER AND SUB BASIN #: 030503
*STREAM OR ADJACENT WATER BODY: Dills Creek /Crab Point Bay
CLASS: SA STREAM INDEX #: 21 -30
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: N/A
WL REQUESTED: 0.23 ac 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:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant is proposing to pave approximately 6,00 feet of existing marl
road way known as Blair Farm Parkway which connects SR 1176 and SR 1177, near the Haystacks area. In
doing so, approximately 10,231 ft2 of Coastal Wetlands would be removed.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification # 3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER /WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: 0.23 ac
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 RECEDVED
CSNVt 'ROA1MENTAtSC1ENCE,

1
971048.dee
Page Two
MARIN A
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.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
That the project be done in such a manner so as to not cause turbidity outside the immediate
construction area to exceed 25 NTU.
If additional wetland fill is needed for development, the request for this fill should be made
concurrent with this application so that all impacts associated with this project can be reviewed
at the same time. It is also recommended that the 401 Certification contain a condition that a
conservation easement be placed on the remaining wetlands to prevent future fill.
cc: Central Files
Wilmington Regional Office Files
DCM -Ted Tyndall
John Parker

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
APPLICANT'S NAME: Blair Pointe, LLC
(Modification to CAMA Major Permit #100 -97)
RECF /�D
onc Ei % U 1991
l��*1Vtqz sC /�y�,cF
S
2. LOCATION OF PROJECT SITE: Carteret County, in the Town of Morehead City, between SR 1176
and SR 1177, adjacent Crab Point Bay and Dills Creek
Photo Index - 1995: 43 -531 (indexed by K -11) 1989: 139-4 (indexed by S -16)
State Plane Coordinates - X: 2,687,300 Y: 367,000 Beaufort Quad "UL"
3. INVESTIGATION TYPE: CAMA /D &F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/2/97
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete- 11/6/97
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, ES
(C) Water Dependent: No
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing - City sewer
Planned - Same
(F) Type of Structures: Existing - Sewer and water lines, marl roadway
Planned - Asphalt road
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
T1RFT1ftFTl FTT .T .F.T) OTHER
(A) Vegetated Wetlands
Coastal Wetlands
10,231 ft2
(B) Non - Vegetated Wetlands
High Ground (old road bed)
28,600 ft2
(C) Other
(D) Total Area Disturbed: 38,831 fe
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing to pave approximately 6,000 feet of existing marl
road way known as Blair Farm Parkway which connects SR 1176 and SR 1177, near the Haystacks
area. In doing so, approximately 10,231 fe of Coastal Wetlands would be removed.

FIELD INVESTIGATION REPORT:
BLAIR POINTE, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicants' property is a 267 -acre tract of land located north of Morehead City
between North 20th St. and the Newport River. The property borders Crab Point Bay
and Dill Creek with vehicular access currently via the end of SR 1177. An old marl
road is located on the site and connects SR 1176 and SR 1177. According to the
applicants, the road was built in the late 1970's to connect SR 1176 to the Haystacks
Condominiums. At that time, the road construction consisted of clearing, grading the
road bed and installing storm drainage pipe. The road essentially runs along the head of
the marsh system of Dills Creek. The roadside ditches that were excavated years ago for
drainage have now become vegetated with Smooth Cordgrass Spartina alterniflora, Black
Needlerush Juncus roemerianus, and Salt Meadow Grass S. aP tens. Jurisdictional 404
wetlands are also located on both sides of these Coastal Wetlands. The waters of Dill
Creek are SA and it is classified as a Primary Nursery Area by the NC Marine Fisheries.
The area is closed to shellfishing.
Earlier in the year, the applicants applied for and were granted CAMA Major
Permit #100 -97 to develop a 33 -lot subdivision at the site. This project included
roadway improvements (shoulder improvements) to the abandoned end of SR 1177, the
construction of a bulkhead, and the extension of sewer and water services to the site
from North 20th St. The current application is being submitted as a modification to that
existing permit. At that time, in order to compensate for the loss of approximately 1,415
ftz of Coastal Wetlands that were impacted by the project, the applicants were required to
develop a compensatory wetland mitigation plan for the project.
Project Description
The applicants' latest proposal is to "reconstruct" approximately 6,000 linear feet
of existing marl roadway known as the Blair Farm Parkway. This roadway serves as a
direct connection to the applicants' property from SR 1176. According to the
application, the reconstruction will consist of minor clearing along the back slopes of
existing ditches, cleaning out and regrading existing ditches, regrading and
supplementing the stone road bed and finally paving the roadway with asphalt. The
pavement would be 22' wide with two 20' right -of -ways. The roadside slopes would be
maintained at 3:1.
Nine areas of Coastal Wetlands within the ditches would be excavated as a result
of the roadway improvements. The dimensions of these nine areas are: Area "A" (5' X
70'), Area "B" (8' X 305'), Area "C" (8' X 100'), Area "D" (5' X 10'), Area "E" (7' X

FIELD INVESTIGATION REPORT:
BLAIR POINTE, LLC /CARTERET COUNTY
PAGE #3
20'), Area "F" (7' X 155'), Area "G" (7' X 38), Area "H" (5' X 30'), and Area "I" (9'
X 550'). Surface drainage from the roadway would continue to be diverted into existing
lateral ditches that empty into Dills Creek. Approximately 1100' of the roadway would
be raised to avoid being flooded during high tides. The minimum side slopes and
shoulder widths have been designed to meet NCDOT requirements.
Again according to the application, this application would satisfy a public need by
providing a vital traffic link between residents of Blair Pointe -Phase I, the Haystacks,
and lots along the east end of Country Club Road with SR 1176. There is a letter from
NCDOT included in the application package which states that the subject road is shown
on the 1995 Morehead City Thoroughfare Plan as a minor thoroughfare. The plan was
adopted on September 8, 1995 by the NCDOT and Morehead City. It goes on to say
that should the road meet housing requirements and minimum construction standards, it
may be eligible for addition to the state highway system. The town of Morehead City
has written a letter supporting the road indicating that the improvements to the roadway
will provide the necessary link between the eastern terminus of Country Club Road and
North 20th St. The letter from the Town Manager goes on to say that the link will
furnish a vital link between the residents of the area and the emergency services
departments such as fire, rescue, and police.
Anticipated Impacts
The reconstruction and paving of the roadway would remove approximately
10,231 ft2 of Coastal Wetlands currently located within the "roadside ditches ".
Approximately 28,600 ft2 of roadway would be raised to prevent overwash during high
tides. And according to the applicant, the flat grades along the road would keep
velocities less than 5 feet per second and a good vegetated stand of grass should occur
rather quickly. The installation of erosion control devices should prevent any
sedimentation problems. And although the ditches currently drain into Dills Creek, it
does seem logical that the paving of the roadway would increase the amount of
freshwater runoff into Dills Creek.
M. Ted Tyndall - November 30, 1997

Form DCM -MP -1
1. APPLICANT
a. Landowner:
Sheet 3
APPLICATION..,.,
(To be completed by all applicants)
Name Blair Pointe, LLC
Address 608 Ann Street
City Beaufort State NC
Zip
Fax
28516 Day Phone [phone]
1- 919- 504-3339
b. Authorized Agent:
Name Michael West Baldwin
Address /105-D East Victoria Court
City Greenvi l l a State NC
Zip 27858 Day Phone [phone]
Fax 1- 919 - 321 -.1412
c. Project name (if any) Blair Farm Parkway
NOTE. Permil will be issued in name of landowner(s), card /or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
Revised 03/95
b. City, town, community or landmark
MnrPhParl f itg
c. Street address or secondary road number
NCSR 1176 & NCSR 1177
d. Is proposed work within" city limits or planning
jurisdiction? _y Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Dills Creek
3. DESCRIPTION AND PLANNED USE
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.
Recnnstrurtinn of axici-.;nn Marl RnnH
regrading of existing ditches.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Reconstruction of
existing Marl Road. t
c. Will the project be for public, private or commercial
use? Public road right -of -way.
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. Reconstruction of 6-000 LF
of existinQ rnsd hers whi rh rnnc; S-f-<z of
minor clearing, regrading of existing
side ditches, supplementing marl base
adding erosion control devices, paving
and see ing.
NOV 0 0 1997

Form DCM -MP -1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
267 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 6
d. Soil type(s) and texture(s) of tract
Sandy Loam
e. Vegetation on tract Small Pines
f
Man-made features now on tract Existing
marl road, water and sewer lines.
g. What is the -CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural _ Other
h. How is the tract zoned by local government?
R -20 & PD
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Aach zoning compliance certffacate, 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 X No
1, Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
Revised 03/95
Sheet 4
m. Describe existing wastewater treatment facilities.
Sanitary.sewer pumped to Town of
Morehead City.
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 run -off from 221 wide asphalt.
o. Describe existing drinking water supply source..
Town of Morehead City.
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
dra map is a part of plat
requ i s b fficiently detailed to
guid ency personnel unf gar with the area to the
±VOV G 6 199%

Form DCM -MP -1
Sheet 5
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 Rlair Pointe, LLC
Address 608 Ann Street _
Phone Beaufort, NC. 28516 (919) 728 -7781
Name The Newport Shores Group
Address 800 Country Club Road
Phone Morehead City, NC 28557
('919) 354 -5515
Name Marvin Moore
"Address 1506 North 20th Street
Phone Morehead City, NC 28557
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• 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.
• 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
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.
This is the 25th day ofAuqust , 1997 .
Print Name chael West Baldwin
Signature
. Landowner or authorized Agent -
Please indicate attachments pertaining to your proposed
project.
X DCM MP -2
Excavation and Fill Information
X 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.
`!CV 0 8199) 7
COASTAL MANAGEMENT
MOREHEAD

Form DCM -MP -3
Sheet 6
UPLAND
D-EVELOPMENT
(Constrti&ion and /or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -MP -1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 6.000 LF of
reconstructed roadway.
b. Number of lots or parcels None.
c. Density (give the number of residential units and the
units per acre) N/ A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 6,000' x 60'
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted 8 -13 -97
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt, 22' width
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. 0.17%
Revised 03/95
f NOV 0 6 1997
h. Projects that require a CAhfA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted 8 -15 -97
L Describe proposed method of sewage disposal.
The Town of Morehead City will receive
discharge from this site.
j. Have the facilities described in Item i. above
received state or local approval? Yes,
(Aach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface run -off from roadway.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
The Town of Morehead City.
m. Will water be impounded? Yes
If yes, how many acres?
X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant r jec Name
Signature y: Michael West Baldwin, Agent
8 -25 -97 _
Date

r
Form DCM -MP Z
., Sheet 7
(Except ffridges 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
(MLV) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
3li�T 1
(Excluding
shoreline
stabilization)
Area A
Area B
Area C
Area D
Area E
Area F
Area G
Revised 03/95
Area H
Average Final
Existing Project
LenQth Width Death Depth
/U'
S'
L 1J
305'
8'
2 3
100'
8'
2 3
10'
5'
2 3
20'
7'
2 3
155'
7'
2 3
3'
7'
2 3
30'
- .',mss.
2 3
SEE
[ELOW
/U'
S'
L 1J
305'
8'
2 3
100'
8'
2 3
10'
5'
2 3
20'
7'
2 3
155'
7'
2 3
3'
7'
2 3
30'
5
2 3
r
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 378
b. Type of material to be excavated Sandy loam soi_
and sediment build -up.
c. Does the area to be excavated include coastal
d
wetlands (marsh), submerge_ aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards 222
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 20' strip outside
of road right -of -way.
b. Dimensions of disposal area 6 000' 20 t both
sides of road.
c. Do you claim title to disposal area?
X_ Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?

Form DCM -MP -2
Sheet 8
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
N/A Bulkhead N/A Riprap
b. Length N/A
c. Average distance NatAerward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion.-during preceding 12 months
N/A
(Source of information) N/A
f. Type of bulkhead or riprap material N/A
g. Amount of fill in' cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
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 si
X Yes No
my 0 6 1997
Revised 03/95
If yes,
(1) Amount of material to be placed in the
water None
(2) Dimensions of fill area
1100' * 26' * 1211
(3) purpose of fill Raise -:road bed to avoid
overtopping during high tides.
b. WiII fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area _X4A
(2) Purpose of fill N/A
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Excavated material
will be graded out and seeded.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe.
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Blair Pointe, LLC
AppU n r t t Name
Signature B Michael West Baldwin, Agent
1 cp- i ( - 0-7
Date

Sheet 1
B JA EBMI „ and ASSOCIATES
LAND SURVEYING & PLANNING Michael W. Baldwin, RLS
Blair Farm Parkway
Blair Farm Subdivision
Cama Permit Narrative
August 25, 1997
Revised October 14, 1997
The purpose of this project is to reconstruct approximately 6,000 linear feet of existing
marl roadway. This road was built in the late 1970's to connect NCSR 1176 (North
20th Street) with Haystacks Condominiums. The road construction at that time
consisted of clearing, grading road bed, installing storm drainage pipe and 20 -24 feet
of marl for stabilization. This roadway has also been added to the Town of Morehead
City's thoroughfare plan as a minor collector. The owners of this tract of land wish to
reconstruct this road to NCDOT standards. This reconstruction will consist of minor
clearing along the back slopes of existing ditches, cleanout and regrading of existing
ditches, installing erosion control devices, regrading and supplementing stone road
bed, paving and seeding. The flat grades along this road would keep velocities less
than 5 feet per second and a good vegetated stand of grass should occur rather
quickly. This reconstruction, after completion will satisfy a public need by providing a
vital traffic link between residents of Blair Pointe, Phase 1, the Haystacks, and lots
along the east end of Country Club Road with NCSR 1176 (North 20th Street). This
roadway would also provide easy access for emergency vehicles which have been
called to serve the above referenced residences.
The areas of impact to Coastal wetlands is shown on sheet 12 of 20 and consists of
approximately 10,231 square feet. This existing marl road has been in existence since
the late 1970's. The road location cannot be feasibly shifted in direction due to the fact
that there are 404 wetlands on each side of the road (along the majority of the impacted
area) as well as water and sewer lines just off the north and south side of the gravel
road. Due to the 404 wetlands on each side of the road, this plan of cleaning of
existing ditches would impact the Coastal Marshes the least. There are nine small
areas of existing Coastal Wetlands that will be affected and there sizes are as follows:
Area "A" = 5'X 70' = 350 S.F.
Area "B" = 8'X 305' = 2440 S.F. ---- -,
Area "C"
= 8'X
100'
= 800 S.F. i
Area "D"
= 5'
X 10'
= 50 S.F.
Area "E"
= 7'X
20'
= 140 S.F. I i,l O V 0 6 1997
Area "F"
= 7'X
155'
= 1085 S.F. 1
Area "G"
= 7'
X 38'
= 266 S.F. COASTAL NIANAGEMI
Area "H"
= 5'X
30'
= 150 S.F. MOREHEAD
Area "I"
= 9'X
550'
= 4950 S.F.
Total Area of Disturbance
= 10,231 S.F.
105 -D East Victoria Court Greenville, North Carolina 27858 0 919-756-1390

Sheet 2
The impact from construction in the AEC zones would consist of minor ditch cleanout
shown on sheet 12 of 20. The ditch cleanout is essential to provide functional drainage
through existing roadside ditches. The minimum side slopes and shoulder widths
shown on sheet 13 must be constructed to acquire acceptance by NCDOT. All
required cross pipes have been installed in previous construction activities. There will
be approximately 12" of select fill added in the easterly 800 feet of roadway, however,
this fill will be placed in the middle of the road and will not require filling in AEC zones.
This fill is essential to bring the road elevation at or above 5.0' which would prevent
extremely high tides from topping the road. Failure to fill this low area in the road bed
would create a public safety hazard for motorists using this road. Surface drainage
from this roadway will still continue to be diverted into existing lateral ditches that empty
into Dills Creek.

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N.C. MAP

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-- -- - - -- --- -------- - -- - -- ----------------------j-------
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• 1
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Blair Pointe, LLC
(Modification to CAMA Major Permit #100 -97)
2. LOCATION OF PROJECT SITE: Carteret County, in the Town of Morehead City, between SR 1176
and SR 1177, adjacent Crab Point Bay and Dills Creek
Photo Index - 1995: 43 -531 (indexed by K -11) 1989: 139 -4 (indexed by S -16)
State Plane Coordinates - X: 2,687,300 Y: 367,000 Beaufort Quad "UL"
3. INVESTIGATION TYPE: CAMA /D &F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/2/97
Was Applicant Present - Yes D TRI C T 0
5. PROCESSING PROCEDURE: Application Received Complete- 11/6/
Office - Morehead City DEC C 3 1997
6. SITE DESCRIPTION: DIVISION O F
(A) Local Land Use Plan - Town of Morehead City COASTAL MANAGEMENT
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, ES
(C) Water Dependent: No
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing - City sewer
Planned - Same
(F) Type of Structures: Existing - Sewer and water lines, marl roadway
Planned - Asphalt road
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal Wetlands
10,231 fO
(B) Non - Vegetated Wetlands
High Ground (old road bed)
28,600 fe
(C) Other
(D) Total Area Disturbed: 38,831 ff
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing to pave approximately 6,000 feet of existing marl
road way known as Blair Farm Parkway which connects SR 1176 and SR 1177, near the Haystacks
area. In doing so, approximately 10,231 fe of Coastal Wetlands would be removed.

. w
FIELD INVESTIGATION REPORT:
BLAIR POINTE, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The applicants' property is a 267 -acre tract of land located north of Morehead City
between North 20th St. and the Newport River. The property borders Crab Point Bay
and Dill Creek with vehicular access currently via the end of SR 1177. An old marl
road is located on the site and connects SR 1176 and SR 1177. According to the
applicants, the road was built in the late 1970's to connect SR 1176 to the Haystacks
Condominiums. At that time, the road construction consisted of clearing, grading the
road bed and installing storm drainage pipe. The road essentially runs along the head of
the marsh system of Dills Creek. The roadside ditches that were excavated years ago for
drainage have now become vegetated with Smooth Cordgrass S artina alterniflora, Black
Needlerush Juncus roemerianus, and Salt Meadow Grass S. paten s. Jurisdictional 404
wetlands are also located on both sides of these Coastal Wetlands. The waters of Dill
Creek are SA and it is classified as a Primary Nursery Area by the NC Marine Fisheries.
The area is closed to shellfishing.
Earlier in the year, the applicants applied for and were granted CAMA Major
Permit #100 -97 to develop a 33 -lot subdivision at the site. This project included
roadway improvements (shoulder improvements) to the abandoned end of SR 1177, the
construction of a bulkhead, and the extension of sewer and water services to the site
from North 20th St. The current application is being submitted as a modification to that
existing permit. At that time, in order to compensate for the loss of approximately 1,415
ftz of Coastal Wetlands that were impacted by the project, the applicants were required to
develop a compensatory wetland mitigation plan for the project.
Project Description
The applicants' latest proposal is to "reconstruct" approximately 6,000 linear feet
of existing marl roadway known as the Blair Farm Parkway. This roadway serves as a
direct connection to the applicants' property from SR 1176. According to the
application, the reconstruction will consist of minor clearing along the back slopes of
existing ditches, cleaning out and regrading existing ditches, regrading and
supplementing the stone road bed and finally paving the roadway with asphalt. The
pavement would be 22' wide with two 20' right -of -ways. The roadside slopes would be
maintained at 3:1.
Nine areas of Coastal Wetlands within the ditches would be excavated as a result
of the roadway improvements. The dimensions of these nine areas are: Area "A" (5' X
70'), Area "B" (8' X 305'), Area "C" (8' X 100'), Area "D" (5' X 10'), Area "E" (7' X

FIELD INVESTIGATION REPORT:
BLAIR POINTE, LLC /CARTERET COUNTY
PAGE #3
20'), Area "F" (7'X 155'), Area "G" (TX 38'), Area "H" (5'X 30'), and Area "I" (9'
X 550'). Surface drainage from the roadway would continue to be diverted into existing
lateral ditches that empty into Dills Creek. Approximately 1100' of the roadway would
be raised to avoid being flooded during high tides. The minimum side slopes and
shoulder widths have been designed to meet NCDOT requirements.
Again according to the application, this application would satisfy a public need by
providing a vital traffic link between residents of Blair Pointe -Phase I, the Haystacks,
and lots along the east end of Country Club Road with SR 1176. There is a letter from
NCDOT included in the application package which states that the subject road is shown
on the 1995 Morehead City Thoroughfare Plan as a minor thoroughfare. The plan was
adopted on September 8, 1995 by the NCDOT and Morehead City. It goes on to say
that should the road meet housing requirements and minimum construction standards, it
may be eligible for addition to the state highway system. The town of Morehead City
has written a letter supporting the road indicating that the improvements to the roadway
will provide the necessary link between the eastern terminus of Country Club Road and
North 20th St. The letter from the Town Manager goes on to say that the link will
furnish a vital link between the residents of the area and the emergency services
departments such as fire, rescue, and police.
Anticipated Impacts
The reconstruction and paving of the roadway would remove approximately
10,231 fe of Coastal Wetlands currently located within the "roadside ditches ".
Approximately 28,600 ft2 of roadway would be raised to prevent overwash during high
tides. And according to the applicant, the flat grades along the road would keep
velocities less than 5 feet per second and a good vegetated stand of grass should occur
rather quickly. The installation of erosion control devices should prevent any
sedimentation problems. And although the ditches currently drain into Dills Creek, it
does seem logical that the paving of the roadway would increase the amount of
freshwater runoff into Dills Creek.
M. Ted Tyndall - November 30, 1997

Firm DCM -MP -1 Sheet 3
APPLICATION
(To be completed by all applicants)
I. APPLICANT
a. Landowner:
Name_ Blair Pointe, LLC
Address 608 Ann Street
City Beaufort State NC
Zip 28516 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Michael West Baldwin
Address : 105 -D East Victoria Court
City Areanvi l l a State Nr
Zip 27858 Day Phone [phone]
Fax 1- 919 - 321 -.1412
c. Project name (if any) Blair Farm Parkway
NOTE. Permit will be issued in name of landowner(s), and /or
project name.
2. LOCATION OF PROPOSED
PROJECT
b. City, town, community or landmark
c. Street address or secondary road number
NCSR 1176 & NCSR 1177
d. Is proposed work within' city limits or planning
jurisdiction? . y Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Dills Creek
3. DESCRIPTION AND PLANNED USE
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.
Recnngtm irti nn of existing Marl_Rn�
regrading of existing ditches.
b. Is the proposed activity maintenance of an existing
project, new work, or both? -Reconstruction of
existing Marl Road.
c. Will the project be for public, private or commercial
use? Public road right -of -way.
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. Reconstruction of 6,000 LF
Of existing rnsd had which consists of
minor clearing, regrading of existing
side ditches, supplementing marl base,
—arcing erosion control devices, paving
and see ing.
a�a..wY VJ /7J

Form DCM -MP -1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 267 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 6
d. Soil type(s) and texture(s) of tract
Sandy Loam
e. Vegetation on tract Small Pines
f. Man-made features now on tract Existing
marl road, water and sewer lines.
g. What is the. -CAMA Land Use Plan land
classification of the site? (consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R -20 & PD
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(attach zoning compliance cenifiicate, if applicable)
.l•
Has a professional
done for the tract?
If yes, by whom?
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
Revised 03/95
Sheet 4
m. Describe existing wastewater treatment facilities.
Sanitary sewer pumped to Town of
Morehead City.
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 run -off from 22' wide asphalt.
o. Describe existing drinking water supply source..
Town of Morehead City.
S. 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
dram map is a part of plat
requ i s b fficiently detailed to
guid 1 ency personnel unf liar with the area to the
NOV 0 6 1997

Form DCM -MP -1
Sheet 5
site. Include highway or secondary road (SR)
numbers, landmarks, and the like. 6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary.
• A lisf 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 R]air Pointe, LLC
Address 608 Ann Street _
Phone Beaufort, NC.28516 (919) 728 -7781
Name The Newport Shores Grou
Address 800 Country Club Road
Phone Morehead City, NC 28557
('919) 354 -5515
Name Marvin Moore
:Address 1506 North 20th Street
Phone Morehead City, NC 28557
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• 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.
• 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
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 1knowledge, 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.
This is the 25th day of August , 1997 .
Print Name WLchael West Baldwin
Signature
Iandm~r or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP -2
Excavation and Fill Information
X 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.
C, E � V
NOV 0 6 1997
COASTAL MANAGEMENT
MOREHEAD

Form DCM -MP -3
Sheet -6
UPLAND
DEVELOPMENT
(Constrd6ion and /or Iand disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed 6.000 LF of
reconstructed roadway.
b. Number of lots or parcels None.
c. Density (give the number of residential units and the
units per acre) N.4 n
`.a
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 6, 000' x 60'
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted 8 -13 -97
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt. 22' width
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. 0.17%
Revised 03195
R'
NOV 0 6 1997
h. Projects that require a CAI
gA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted 8 -15 -97
i. Describe proposed method of sewage disposal.
The Town of Morehead City will receive
discharge from this site.
,j. Have the facilities described in Item i. above
received state or local approval? Yes,
(Attach appropriau docurnentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface run -off from roadway.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
The Town of Morehead City.
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant r jec Name .
Signature y: Michael West Baldwin, Agent
8 -25 -97
Date

Form DCM -MP 2
..,,.Sheet 7
A� oN
D
i h
(Exce-pt {fridges 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.
v
NOV 0 61,1997
1. EXCAVATION
i
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 378
b. Type of material to be excavated Sandy loam -vi
and sediment build -up.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? .X Yes No
d. Highground excavation in cubic yards 2222
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 20' strip outside
of road right =of -way. °
b. Dimensions of disposal area 6.000' * 20 t both
sides of road.
c. Do you claim title to disposal area?
x_ Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
: >L a-
Average
Final
Existing
Project
Length
Width
Depth
Depth
Access
channel
(MLW) or (NWL)
.
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
f
Other
b
(Excluding
SEE
ELOW
shoreline
stabilization)
Area A
70'
S'
2
3
Area B
305'
8'
2
3
Area C
100'
8'
2
3
Area D
10'
5'
2
3
Area E
20'
7'
2
3
Area F
155'
7'
2
3
Area G
3'
7'
2
3
Revised 03/95
Area H
30'
S'
2
3
T
'In.
n1
n
7
v
NOV 0 61,1997
1. EXCAVATION
i
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 378
b. Type of material to be excavated Sandy loam -vi
and sediment build -up.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? .X Yes No
d. Highground excavation in cubic yards 2222
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 20' strip outside
of road right =of -way. °
b. Dimensions of disposal area 6.000' * 20 t both
sides of road.
c. Do you claim title to disposal area?
x_ Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
: >L a-

Form DCM -MP -2
Sheet 8
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
N/A Bulkhead N/A Riprap
b. Length N/A
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion.-during preceding 12 months
(Source ofinfonwdon) N/A
f. Type of bulkhead or riprap material N/A
g. Amount of fill in, cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
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
X Yes No
NOV 0 6 1997
Revised 03/95
If yes,
(1) Amount of material to be placed in the
water None
(2) Dimensions of fill area
1100' * 26' * 12
(3) purpose of fill Raise --road bed to avoid
overtopping during high tides.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area —N4A
(2) Purpose of fill N/A
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Excavated material
will be graded out and seeded.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe.
c. 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.
Blair Pointe, LLC.
Applicant rIame
Signature B . Michael West Baldwin, Agent
Date

Sheet 1
I
B and ASSOCIATES
LAND SURVEYING & PLANNING Michael W. Baldwin, RLS
Blair Farm Parkway
Blair Farm Subdivision
Cama Permit Narrative
August 25, 1997
Revised October 14, 1997
The purpose of this project is to reconstruct approximately 6,000 linear feet of existing
marl roadway. This road was built in the late 1970's to connect NCSR 1176 (North
20th Street) with Haystacks Condominiums. The road construction at that time
consisted of clearing, grading road bed, installing storm drainage pipe and 20 -24 feet
of marl for stabilization. This roadway has also been added to the Town of Morehead
City's thoroughfare plan as a minor collector. The owners of this tract of land wish to
reconstruct this road to NCDOT standards. This reconstruction will consist of minor
clearing along the back slopes of existing ditches, cleanout and regrading of existing
ditches, installing erosion control devices, regrading and supplementing stone road
bed, paving and seeding. The flat grades along this road would keep velocities less
than 5 feet per second and a good vegetated stand of grass should occur rather
quickly. This reconstruction, after completion will satisfy a public need by providing a
vital traffic link between residents of Blair Pointe, Phase 1, the Haystacks, and lots
along the east end of Country Club Road with NCSR 1176 (North 20th Street). This
roadway would also provide easy access for emergency vehicles which have been
called to serve the above referenced residences.
The areas of impact to Coastal wetlands is shown on sheet 12 of 20 and consists of
approximately 10,231 square feet. This existing marl road has been in existence since
the late 1970's. The road location cannot be feasibly shifted in direction due to the fact
that there are 404 wetlands on each side of the road (along the majority of the impacted
area) as well as water and sewer lines just off the north and south side of the gravel
road. Due to the 404 wetlands on each side of the road, this plan of cleaning of
existing ditches would impact the Coastal Marshes the least. There are nine small
areas of existing Coastal Wetlands that will be affected and there sizes are as follows:
Area "A" = 5' X 70' = 350 S.F.
Area "B" = 8'X 305' = 2440 S.F. ---- -,
Area "C"
Area "D"
= 8'X 100'
= 5'X 10'
= 800 S.F.
= 50 S.F.
Area "E"
= 7'X 20'
= 140 S.F.
NOV 0 6 1997
Area "F"
= TX 155'
= 1085 S.F.
Area "G"
= 7'X 38'
= 266 S.F.
COASTAL MANAGEME
Area "H"
= 5'X 30'
= 150 S.F.
_ MOREHEAD
Area "I"
= 9' X 550'
= 4950 S.F.
Total Area of Disturbance
= 10,231 S.F.
105 -D East Victoria Court Greenville, North Carolina 27858 0919- 756 -1390

Sheet 2
The impact from construction in the AEC zones would consist of minor ditch cleanout
shown on sheet 12 of 20. The ditch cleanout is essential to provide functional drainage
through existing roadside ditches. The minimum side slopes and shoulder widths
shown on sheet 13 must be constructed to acquire acceptance by NCDOT. All
required cross pipes have been installed in previous construction activities. There will
be approximately 12" of select fill added in the easterly 800 feet of roadway, however,
this fill will be placed in the middle of the road and will not require filling in AEC zones.
This fill is essential to bring the road elevation at or above 5.0' which would prevent
extremely high tides from topping the road. Failure to fill this low area in the road bed
would create a public safety hazard for motorists using this road. Surface drainage
from this roadway will still continue to be diverted into existing lateral ditches that empty
into Dills Creek.
NOV 0 6 1997

3 Ges.d ST lY 1 I_
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6 AIAflME SASC sc•r+� y..,.r a..rr. /y
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t
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ti
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Sheet 9
0 C E i VE�
NOV 0 6 1997
COASTAL MANAGEMENT
MOREHEAD
N.C. MAP

1E` INTERIOR
JRVEY Sheet 10 UNITED STAT1_
1 N,
CRAB PT. v,«gcE o.s Mr. DEPARTMENT OF COM 342
'
343 42'30" , COAST AND GEODETIC S
L� r10 • y r _ � 5653 l SW ,
'45 (CORE CREEK)
X B ' _• _ r
t
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--
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. 140 -
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 199800478
Mr. John Dorney
Division of Water Quality
North Carolina Department
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina
Dear Mr. Dorney:
December 18, 1997
of
27611 -7687
a's
q7(12-1
RECEIVED
LLC 2 2 1991
ENVIRONMENTRiS�EENC��
Enclosed is the application of Blair Point, LLC for Department of the
Army authorization and a State Water Quality Certification to pave
approximately 6,000 feet of an existing marl road known as Blair Farm Parkway,
.resulting in impacts to approximately 10,231 square feet (.24 acre) of
wetlands, for the purpose of linking SR 1176 and SR 1177 near Dills Creek.
This work is in addition to the US Army Corps of Engineers permit, Action ID
199706041 issued to Blair Pointe LLC, to place fill material into 1,415 square
feet (0.032) of wetlands for Phase I of the subdivision located at the end of
SR 1177 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.
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 February 6, 1998, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned of the
Regulatory Division, telephone [phone].
Sincerely,
e frey H. Richter
Project Manager
Wilmington Field Office
Enclosure

W
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