SW8051027_HISTORICAL FILE_20051202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�7
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
to HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No SW8 051027
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Jackson L Conner and The Coves at Newport ll, Inc
The Coves at Newport
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until December 2, 2015, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 559,223 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans There is no built -upon area allotment for
future development at the site
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
protect must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 051027
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions
a Drainage Area, acres
Onsite, ft
Offsite, ft2
b Total Impervious Surface, ft2
Onsite Buildings, 2ft
Onsite Streets, ft
Onsite Sidewalks, ft2
c Design Storm, inches
d Pond Depth, feet
e TSS removal efficiency
f Permanent Pool Elevation, FMSL
g Permanent Pool Surface Area, ft2
h Permitted Storage Volume, ft3
Temporary Storage Elevation, FMSL
I Controlling Orifice
k Permitted Forebay Volume, ft3
1 Receiving Stream/River Basin
m Stream Index Number
n Classification of Water Body
II SCHEDULE OF COMPLIANCE
21 03
915,979
None
559,223
142,282
397,181
19,760
10
60
90%
330
33,821
76,168
350
4 0"0 pipe
25,311
Newport River 1 White oak
21-(1)
,1C„
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 051027
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is 112 horsepower
6 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 051027
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, ppermanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 2nd day of December 2005
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-� 4�a' U ')0' S 6, � � e �
for an limek, P E ,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 051027
The Coves at Newport
Stormwater Permit No SW8 051027
Carteret County
Designer's Certification
Page 1 of 2
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 051027
Page 2 of 2
Certification Requirements
.1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
.5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
cFrcuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F Easley, Governor William G Ross Jr, Secretary
FAX COVER SHEET
Date:
To:
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FAX
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# pages (excludin over)
From:,•-�
Division: SWP
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N C 28405-3845 7blephone [phone] Fax[phone]
An Equal opportunity Affirmative Action Employer

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COMMUNICATION RESULT REPORT ( DEC 2 2005 2 56PM )
TTI NCDENR WIRO
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409 MEMORY TX 9-12522474098 OK P G/e
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E-3) NO ANSWER
State of North Caxolma
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Nfichael F Easley, Governor W11I1= G. Ross Jr, Secretary
FAX COVER SHEET
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To: a Of[� t
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FAX #: 5r:L - o
# pages (excludin over) 2
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Divisiou:—SWP
FAX#: [phone]
127 Cprdlnnl DrlVo &Unelon, Wilmington, N.C. 28405.3945 Tdoppone (010) 706.7n5 F01(010) 350.2004
M Squel 8pportunhy M1lmmtive AtMen employer

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MAP LEGEND
SOIL SURVEY OF CARTERET COUNTY, NORTH CAROLINA
MAP INFORMATION
Sod Map Units Source of Map Natural Resources Conservation Service
O Cities Web Sod Survey URI_ http //websoilsurvey nres usda gov
Detailed Counties Coordinate System UTM Zone 18
Interstate Highways Soil Survey Area Carteret County North Carolina
Roads Spatial Version of Data 2
—�—+- Rails Soil Map Compilation Scale 1 24000
Water
Hydrography
I Oceans
The orthophoto or other base map on which the soil lines were compiled and
digitized probably differs from the background imagery displayed on these m
As a result some minor shifting of map unit boundaries may be evident
USDA Nar" Re o res 1 1 / 10/2005
0 Can W tioe Ser.ke Page 2 of 3

S&fl Survey of Carteret County, North Carolma coves of newport
Carteret County, North Carolina
Map Unit Symbol Map Unit Name
Map Unit Legend Summary
Acres in AOI Percent of AOI
F AuBi
r` Autryvtlle loamy fine sand, 0 to 6
10 1
12
F
}
G ,percent slopes
ByB
Baymeade fine sand, 1 to 6
53 3
63
percent slopes
„Cn%,, q
w { ' s} ;Conetoe loamy fine sand, 0 to 5 z
0 0 i
0 0-
percent slopes
s
CrB
Craven loam, 1 to 4 percent
08
0 1
slopes
GoA z r t
War ` �' Goldsbara loamy fine sand, 0 to 2,
,N
200,
- 2 4
5,
a a q3, n
W w percent slopes
r»:...
a `
t
• _ mot r�V _
W `� r _.15_� ups w .e- _ .. _ .i — .i JI
KuB
Kureb sand, 0 to 6 percent slopes
1925
229
n
Y Ln
yT 7
'Leon sand i,r, '� , e r' . ..,
� 187 1 22 3
Ly
Lynchburg fine sandy loam
5 1
06
{ t .—_ v -
AMA' r�,
W Y^ rF i} Yr,'. r ,r L+ .. - --, * „ _ x M— — --, —
7 ;; Masontown mucky loam,
>r h 1
-91 4"
I f - '_ "
10 9 Y
, r
,r ,r 1
�M1t
frequently`flooded�
�,+�
�"
x,r
L i ... _-,-
_ .`_' :. x
_ ..1� s,:r"_ f
Mn
Mandarin sand
61 6
7 3
1 PYV"
Mu s
ie xTr` a f 4n1=' c � �t
� Murville mucky sand'. �
�`t59 9
, ,�y t „e
NoB
Norfolk loamy fine sand, 2 to 6
574
68
percent slopes
apt �Y` "�1 5 eF
Onslow loamy sand
y-...��. ]a
,�,,�rr � n YEN
3 7
�i�•.v+ L '�{ a$
Pa
Pantego fine sandy loam
18 8
22
Ra
7, Rams fine sandy, loam 6 3 0 7
'Y-
Ro
Roanoke loam
40
0 5
by
'Seabrook fine sand
k 82
-r 101
S
4,, t
,'`
, s
Tm
Tomotley fine sandy loam
30
04
To
-Torhunta mucky fine sandy loam
, -28 9 t
x 3 4
W
Water
02
00
USDA Natural Resources Web Soil Survey 1 0 l 1/10/2005
Confer.■don Serrate National Cooperative Soil Survey Page 3 of

DRAINAGE SYSTEM DESIGN
Hobert L. Uebler� Ph.D.
Soil Specialist
N.C. Division of Health Services
NOV `T 1 �U"
,A) 8 d V0
Frequently it is necessary to artificially lower the water
table betore a septic tan[ soil absorption system can be
installed. The obzecti,.e of such drainage is to maintain the water
table 1 *cot below the bottom of the septic systern trenches at all
times of the Year. Since the trenches e,-e normally installed 18
inches or deeper in the soil, the water table gust be [ept "
inches below the soil surface in order to maintain a 1 foot
separation between the trench bottom and water table.
Artiticial drainage systems can be designed with ditches or
drain tile. Ditches_ should not be used ir, sand or loamy sand soils
as then require too much maintenance. The depth of the drainage
system is controlled bN, the available outlet. Elevations betwee^
the outlet and the proposed System must be determined to establish
the possible depth of the drainage system.
The spacing between drains is determined from the Ellipse
Equation.
5 2 2
4F (b- ai
Q
d
Figure 1 1s presented to assist in defining the various terms of
the egOation.
1. a is the drain Spacing :n feet.
2. F is the permeac.lity of the soil when saturated with water
given in inches cer `IoL�r. . The permeabi 1 1 ty depends greatly
on the to •ture and Structure of the soil. Estimated pk-rme-
abilities for the various te,tural arovrDs are as follows.
Te ture
Sand
Sand / loam
Loam
Sandy clay, loam
Clay loam
clay
Fermeability
(i n/hOUr )
' zo. 0
(D . 2
< u.

I
Structure greatly influences the permeability of the various
textural groups. For this reason on -site measurement of
permeability is best. and may be necessary.
3. b is the distance in feet from the draw down curve to
the confining layer at the midpoint between drains.
4. a 1s the distance in feet from the drain to a confining
layer.
5. Q is the drainage coefficient with units of in/hr.
d
The drainage coefficient is the inches of water depth
to be removed in 24 hours. For our purposes we need
to require that a 1 inch rainfall be removed within
days or 48 hours The drainage coefticient would there-
fore be (1.5 inches/24 hours or 0.t)2v8 inches/hour. This
is a reasonable figure since many rainfalls will e,ceed
1 inch in :4 hours.
Before using the Ellipse Equation one needs to determine the
depth of the confining layer. This can be done with barinas on
site. but for mast purposes, one can assum= a distance of lu feet
to the contining layer, since it generally occurs =loser to the
surface of the soil over much of the coastal plain in North
Carolina.
Two a amples of how to use the egUatlDn are given below:
E,,ample 1. Given a loam soil with a permeability
of 1.Q inch perkt-,our. Depth to confining layer
is 10 feet. Depth of drains is 4 feet. Distance
from the ground surface to the center of the draw
down curve is C.5 feet, Drainace coefficient is
0.5 inches per day "= (.). u�+)8 i n/hr.
P = I . C) zn/hr
b = 1 o. 0 feet - 2.5 feet = 7. 5 feet
a = 10.0 feet - 4.() feet = 6.0 feet
Q = (.1. 0208 i n/hr
u. 0208
S -- 4 . 1.0 (56.25 - 76 )
Cr. ( )Zue

4 2U.25
S - Q.02v8
S = - Q4.2
S = 62 feet
E ample 2. Given a sandy clay loam soil with a permeability
of v.5 in/hr. Depth to confining layer is 10 feet. Depth
of drains is 4 feet. Distance from ground Surface to draw =
down curve is 2 5 feet. Drainage coefficient is ().U2()E in/hr.
i
F = 0.5 in/hr
b = 1 ( ;i) feet - 2.5 feet = 7.5 feet
a = feet -- 4.0 feet = 6. U feet
0 = Cl. U2(_)S i n /hr
a
r
r
� n
S
1
4 (-).5 2fi 25
S = (}. v21)6
S W 44 feet
Since a minimum separation distance of 25 feet must be maintained
between the septic tans trenches and the artificial drainage ;
system. a septic tangy system cannot be installed using artificial
drainage under these circumstances 7
If we assume that the depth to the confining layer is always 1()
feet, the drains are 4 feet deep. the distance to the draw down
curve is 2.5 feet and the drainage coefficient ().02UB. the Ellipse
Equation simplifies to.
S = 62.4 1= F feet
where the soil permeability is the only variable. If details such
as the depth of the Outlet are not yet available this equation and
an estimate of the permeability from te•ture can be used to #
determine if further investigation of the details is warranted.
Where hardpans or fragipans are present in the soil profile, this §
approach cannot be used, since these soil horizons act as confining #
layers and the values of a and b would change. '
5

1 \'
4
When designing the drainage system, pipe must be laid on
sufficient grade to prevent it from clogging with soil. The
minimum grade for 4 inch diameter tale 1s C).1 . This grade will
provide a velocity at full flow in the the of O.8' ft/sec.
A final word on the use of drainage in conjunction with septic
systems --Artificial drainage should be viewed only as assisting the
performance of the septic tangy, systems on a seasonal basis during
the wet winter months. Artificial drainage must not be used in
conjunction with large sewage systems. Under such circumstance the
drainage system would act as a continuous point discharge for the
partly treated sewage due to the ground water mounding under large
sewage systems. The system would therefore act as a discharging
system and not a soil absorption system.

FIGURE 1.
Graand sarlacc
~�`
Orowdown Carl
ram/
Drarn
8vrrlcr
6
Nomenclature used in ellipse equation

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
COPIES DATE
DATr
I % I e I
JOB NO
ATTENTION
RE
1
KNJW0P0Xr
❑ Attached ❑ Under separate cover via the following items
❑ Prints % Plans ❑ Samples ❑ Specifications
❑ Change order ❑
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THESE ARE TRANSMITTED as checked below
L�( For approval
❑ For your use
❑ As requested
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REMARKS
DESCRIPTION
❑ Approved as submitted ❑ Resubmit
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❑ Returned for corrections
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copies for distribution
corrected prints
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COPY TO
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ff enclosures are not as noted, kindly notify us at once

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---- -------------- --------------
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REASON FOR ERROR__—
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Delat ' rL )I )Urces
it Ii"11ft1 } 1
Michael F Easley, Brow 11 f l ill,) n G Ro", �' � '� 91Y
l : ; IV-2.E; !
Date: 111171(,) N':�' of th . 10 as: :1 (Incl. Covet)
To: Ron C�, 11 t ► 1: ry 4: H3r0oil
Company; Stro1`10 `11z 1 "1 ,�I�la� ;:section - So r,JJl � ,4tj 1
FAX #: (252): , i 3 � la' 1`-350-2004
W 1 796-7301
DWO Stormwatel' P,,Vu r.-';l" I
Project Name: The Gi at oi s
MESSAGE:
Ron,
A Request for Addit,,',n it s , r-{ ►tion I; s0. i :1 ed it), the ,;ublaol project The nngi� ial will
be mailed to Mr. Cr. Pji •, �t it �11�, 11l 1,(.v Iria bii 'o W.1.

I
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F Easley, Governor
FAX COVER SHEET
William G Ross, Jr, Secretary
Date 11/17/05 No. of Pages. 3 (Incl Cover)
To: Ron Cullipher From. Paul Bartlett
Company: Stroud Eng Water Quality Section - Stormwater
FAX # [phone] FAX #- 910-350-2004
Phone #: [phone]
DWQ Stormwater Project Number- SW8 051027
Project Name: The Coves at Newport
MESSAGE.
Ron,
A Request for Additional Information is attached for the subject project The original will
be mailed to Mr Conner, and a copy will be mailed to you
ENBlptb SIWQSISTORMWATERIADDINF0120051051027 nov05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

41 �QF WATF9Q Michael F Easley, Governor
J G William G Ross, Jr , Secretary
r North Carolina Department of Environment and Natural Resources
0 r Alan W Klimek, P E Director
Division of Water Quality
November 17, 2005
Mr Jackson L Conner, President
The Coves at Newport 11 Inc
P O Box 1838
Morehead City, NC 28557
Subject. Request for Additional Information d
Stormwater Project No SW8 051027 �I
The Coves at Newport
Carteret County � L� „p .Z ref
Dear Mr Conner [LQ`C'{s,`
The Wilmington Regional Office received a Stormwater Management Permi 4Application for
The Coves at Newport on October 26, 2005, for review on November 8, 2005 A preliminary
review of that information has determined that the application is not complete The following
informatio is needed to continue the stormwater review
Please add a note to the Overflow Device detail on the Pond Details sheet
stating that a pump will be provided for outlet structure maintenance and for
draining the pond in an emergency
2 It appears from the Offsite Drainage Plan and pipe invert/ditch bottom elevations
that there is a potential to drain adjacent wetlands Pipe inverts are 26 ft to 28 ft
Jt('1 (�� r and spot elevations in adjacent wetlands are 31 ft to 34 ft The proposed ditches
are approximately 10 ft from the wetlands at several locations Please briefly
wj�i r 1 discuss in a revised narrative why the offsite drainage system is proposed, how
��� you propose to prevent draining the wetlands, and modify the current plans
r trel),
�r� accordingly
F11
3 lease contact Noelle Lutheran of this office (910-796-7405) to discuss the
�etlands issues of Item #2 above and a drainage easement through the wetlands
for the proposed, offsite drainage outfall ditches/piping
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to November 29, 2005, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel 877.623 6748
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us
onc NhCarolina
Naturally
An Equal OpportumtylAffirmahve Action Employer— 50% Recycled/10% Post Consumer Paper

' Mr Jackson L Conner, President
November 17, 2005
Stormwater Application No SW8 051027
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215 1 and is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincer ly,
Paul T Bartlett, P E
Environmental Engineer
ENBlptb SIWQSISTORMWATERIADDINF0120051051027 nov05
cc Ronald D Cullipher, P E, Stroud Engineering, P A
Noelle Lutheran, WiRO, DWQ
Paul Bartlett

'Sep 30 2005 11 52AM STROUD ENGINEERING P A No 3894 P 2
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN
Uwe, the undersigned, hereby authorize Land Management Group, Inc to act as our agent
to the determination of junsdicttonal wetland boundaries on the subject property,
Co"e-,S A of.t2eoc-A � By way of this form, I/we additionally authorize access to the
site by representatives of the US Army Corps of Engineers and/or the NC Division of
Coastal Management for the purpose of reviewing the flagged wetland boundary and
providing a final jurisdictional determination Any questions regarding the jurisdicttonal
wetland determination should be directed to Land Management Group, Inc
Please provide the followme information
Property Address and Parcel ID Number
Current Property Owner Name CQU1j gZ - W, LL C.
Owner Address & Phone Number �.O . 'Sep 1 Z'? L - wip_zri�
H¢AA�s C.M. KIe aPlease circle Yes or N for the followm uestionsUWe are the current owners Yes No ! aF Ol
I/We are under contract to purchase the subject property Yes No'6; Ur
7
I/We are under option to purchase the subject property Yes No i
UWe have no legal interest to subject property Yes No
(i a speculative request— NOTE Site access will be restricted without nonce/authorization by
current owner) / e
Cori *T" 0e
�l�o�l L �oNn�E►� � axJls�W +� `` �vNC2 �.�rs+orb
Print =Owne'me
4 - eAo",.�
Owne igrtature
(not r&5A rf under contract or under option)
Print A plicant's Name
iicant's Signature
Date ' Dat

Office Use Only; Form Version May 2002
USACE Action ID No. 200500278 DWQ No.
(If any particular item is not apphcable to this project, please enter "Not Applicable" or "NIA" )
�. i
L Processing �� � �
Check all of the approval(s) requested for this project T (� 6 /00
Section 404 Permit Riparian or at d Ber Rules
® ❑ P
❑ Section 10 Permit ® Isolated Wetl ermstfro�i D�rVi�
® 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested NWP 12, GC 3374
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here ❑
4 If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of innpacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here ❑
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ❑
11. Applicant Information
Owner/Applicant Information
Name Ron Cullipher/Matt Montanye
Mailing Address _ Stroud Engineering, Co
151-A NC HWY 24W, Hestron Plaza
Morehead City, NC 28557
Telephone Number. 252-247-7479 Fax Number 252-247-4098
E-mail Address _ rcullipher@stroudengmeer com/mmontanye(d?stroudengineer com
2 Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant )
Name Wes Fryar
Company Affiliation-_ Land Management _ p y t Group, Inc _
Mailing Address P O Box 2522
__. Wilmington, NC 28402 _
Telephone Number 910-452-0001 Fax Number 910-452-0060
E-mail Address _ wfryar@lmgroW net
Page 5 of 14

M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties Both the vicinity map
and site plan must include a scale and north arrow The specific footprints of all buildings,
impervious surfaces, or other facilities must be included If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format,
however, DWQ may accept paperwork of any size DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be unformed that
the project has been placed on hold until decipherable maps are provided
1 Name of project The Coves at NeMMort
2 T I P Project Number or State Project Number (NCDOT Only),
3 Property Identification Number (Tax PIN) 633811663035000
4 Location
County Carteret Nearest Town _ Newport
Subdivision name (include phase/lot number) The Coves At Ne ort
Directions to site (include road numbers, landmarks, etc ) The 21 33-acre tract is located in
the northwest corner of US Hwy 70 and Nine Foot Road ( SR 1124), north of the Dollar
Store in the Foodlion Shopping Center, in headwaters of an unnamed tnbutM to the
Newport River, Newport, Carteret County, North_ Carolina.
5 Site coordinates, if available (UTM or Lat/Long) 34 787r M 76 8604 °W
(Note — If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody )
6 Property size (acres) 2133 acres
7 Nearest body of water (stream/nver/sound/ocean/lake) . Newport River
8 River Basin White Oak
(Note — this must be one of North Carohna's seventeen designated major river basins The
River Basin map is available at hqp_ //h2o enr state nc us/adrmn/maps/ )
9 Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application The subject property is composed of 2133 acres of
undeveloped land_ It is surrounded by Nine Foot Road to the south, a Foodlion Shopping
Page 6 of 14

Center and Highway 70 to the east, undeveloped land to the north, and residential
development to the west
10 Describe the overall project in detail, including the type of equipment to be used
The applicant proposes to permanently fill_ appraximatel� 0 473 acres of isolated, non -
jurisdictional wetlands for five road crossings and storm_ water utility easements, and
temporarily excavate/ fill Mroxnnately 0 14 acres of jurisdictional wetlands for the
construction of a utility easement that would flow northwest from the storm water pond
towards Howard Road (SR 1245) Dual 60" RCP Pipe will be used at the five proposed
wetland crossings for the utility easement Mechanized land clearing necessary for the
construction of the utility line will be kept to the minimum necessary and pre -construction
contours will be maintained as near as possible. Material resulting_ from trench excavation
may be temporarily side cast into 404 wetlands provided that the material is not place_ d in a
manner that is dispersed by currents or other forces but will be backfilled as soon as the
utility line is installed Silt fences will be used to reduce erosion into adjacent wetlands
11 Explain the purpose of the proposed work _ To _ create roads and a stormwater utility
easement for the Coves at Newport Subdivision
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn Provide photocopies of previously issued permits,
certifications or other useful information Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable) If this is a NCDOT project,
list and describe permits issued for prior segments of the same T I P project, along with
construction schedules
Mr Mickey Sugg of the USACE has approved the wetland line for the Coves at Newport
subdivision area on December 16 2004
Page 7 of 14

V. Future Protect Plans
Are any future permit requests anticipated for this project9 If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project The applicant must also
provide justification for these impacts in Section VH below All proposed impacts, permanent
and temporary, must be listed herem, and must be clearly identifiable on an accompanying site
plan All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems Wetland and stream
evaluation and delineation forms should be included as appropriate Photographs may be
included at the applicant's discretion If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIH below If additional space is needed for
listing or description, please attach a separate sheet
Provide a written description of the proposed impacts The applicant proposes to permanentl
fill approximately 0 473 acres of isolated, non -jurisdictional wetlands for five road crossings
and stormwater drainage_luzes, and temporarily excavate/fill approximately Q 14 acres of
turisdictional wetlands for five wetland crossmgs i a the construction of a utihtyr line that
would flow northwest from the storm water pond toward Howard Road Silt fences will be
used to reduce erosion into adjacent wetlands
2 Individually list wetland impacts below
Wetland Impact
Site Number
(mdicate on map)
Type ofhupact*
Area of
Impact
(acres)
Located within
100-year FIoodplwn**
(yes/no)
Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1
FILL
009
no
—1500
Forested wetland
2
FILL
017
no
—1800
Forested wetland
3
FILL
0 009
no
—2000
Forested wetland
4
FILL
002
no
—2400
Forested wetland
5
FfLL
006
no
---2400
Forested wetland
6
FILL
003
no
—2600
Forested wetland
7
FILL
008
no
—2000
Forested wetland
Page 8 of 14

Forested wetland
8
FILL
002
no
—2000
FILL
Forested wetland
9
(temporary)
002
no
— 2700
FILL
Forested wetland
10
(temporary)
002
no
— 2500
FILL
Forested wetland
11
(temporary)
007
no
— 2400
FILL
Forested wetland
12
(temporary)
002
no
— 1800
FILL
Forested wetland
13
(temporary)
001
no
I600
* List each impact separately and identify temporary impacts Impacts include, but are not limited to mechanized clearing, gradmg, fill,
excavation, flooding, ditchmg/dramage, etc For dams, separately list impacts due to both structure and flooding
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIR", or FEMA-approved local floodplain maps Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at blip //www fema aov
*** List a wetland type that best describes wetland to be impacted (eg, freshwater/saltwater marsh, forested wetland, beaver pond,
Carohna Bay, bog, etc ) Indicate if wetland is isolated (determination of isolation to be made by USACE only)
List the total acreage (estimated) of all existing wetlands on the property 172 acres of
isolated wetlands on the 2133 acre aarcel (Coves at Newoort section). and 0 14 acres to be
temporarily impacted for utility crossmg north of property
Total area of wetland impact proposed ._ Permanent 0 473_ acres of isolated wetlands -
Temporary 0 14 acres of jurisdictional wetlands _
3 Individually list all intermittent and perennial stream impacts below
Stream Impact
Site Number
indicate on ma
Type of Impact*
Length of
Impact
linear feet)
Stream Name**
Average Width
of Stream
Before Im act
Perennial or
Intenntttent?
leasespecify)
* List each impact separately and identify temporary impacts Impacts include, but are not limited to culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, np-rap, crib wall, gabions, etc ), excavation, ditch mg/straightening, etc If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows USGS maps are available through the USGS at 1-800-358-9616, or online at
www uses eov Several internet sites also allow direct download and printing of USGS maps (e g , www topozone com,
www mapguest com. etc )
Page 9 of 14

Cumulative impacts (linear distance in feet) to all streams on site NIA
4 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U S ) below
Open Water Impact
Site Number
indicate on ma
Type of Impact*
Area of
Impact
acres
Name of Waterbody
(if applicable)
Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc
* List each impact separately and identify temporary impacts Impacts include, but are not lumted to fill, excavation, dredging,
flooding, dramage, bulkheads, etc
5 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections Also, the proposed pond should
be described here and illustrated on any maps included with this application
Pond to be created in (check all that apply) ❑ uplands ❑ stream ❑ wetlands
Describe the method of construction (e g , dam/embankment, excavation, installation of
draw -down valve or spillway, etc) NIA
Proposed use or purpose of pond (e g , livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc ) NIA
Size of watershed draining to pond Expected pond surface area
VII. Impact Justircation (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project The applicant may attach drawings of alternative, lower -impact
site layouts, and explain why these design options were not feasible Also discuss how impacts
were mmimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts
In the site design of this protect, wetland impacts were avoided and minimized to the maximum
extent practicable Wetland impacts have been minimized by crossing at the narrowest points and
directing roads around the wetlands as much as possible Impacts from utility lines will be
temporary T
Page 10 of 14

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
USACE — In accordance with the Final Notice of Issuance and Modification of Nationwide
Pcmuts, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed Examples of mitigation that may be appropriate and practicable include,
but are not limited to reducing the size of the project, establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams, and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http //h2o enr state nc us/ncwetlands/strmgide html
Provide a brief description of the proposed mitigation plan The description should provide
as much information as possible, including, but not limited to site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/Imear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e g , deed restrictions, conservation easement, etc ), and a
description of the current site conditions and proposed method of construction Please attach
a separate sheet if more space is needed.
Since_ the_utiiity crossing impacts wilt be temporary_(not to exceed three months), and no
permanent maintenance features will exist through jurisdictional wetlands, and isolated
wetland impacts have been reduced to 0 473 acres,
no mitigation is proposed
2 Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN For additional information regarding the application process for the
Page 11 of 14

NCWRP, check the NCWRP website at hqp //h2o enr state nc us/wrp/mdex htm If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information
Amount of stream mitigation requested (linear feet)
Amount of buffer mitigation requested (square feet) -
Amount of Riparian wetland mitigation requested (acres)
Amount of Non-npanan wetland mitigation requested (acres)
Amount of Coastal wetland mitigation requested (acres) -
IX. Environmental Documentation (required by DWQ)
Does the project mvolve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ❑ No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation
Yes ❑ No ❑
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter
Yes ❑ No ❑
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and neap all impacts to
required state and local buffers associated with the project The applicant must also provide
justification for these impacts in Section VH above All proposed impacts trust be listed herein,
and must be clearly identifiable on the accompanying site plan All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate Photographs may also be included at the
applicant's discretion
Will the project impact protected riparian buffers identified within 15A NCAC. 2B 0233
(Meuse), 15A NCAC 2B 0259 (Tar-Pamhco), 15A NCAC 2B 0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ❑ No ❑ If you answered "yes", provide the following information
Identify the square feet and acreage of impact to each zone of the riparian buffers If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers
Zone* I Impact Multi her I Required
Page 12 of 14

(square feet
Mitigation
1
3
2
15
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel, Zone 2 extends an
additional 20 feet from the edge of Zone 1
If buffer mitigation is required, please discuss what type of mitigation is proposed (i e , Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund) Please attach all appropriate information as
identified within 15A NCAC 213 0242 or 0260
M. Stormwater (required by DWQ)
Descnbe impervious acreage (both existing and proposed) versus total acreage on the site
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property
There is no extstma impervious cover within the uroperty Total proposed impervious cover will
consist of 41 bwldings,_284_-parkintz spaces, a community center and pool, and roadways, which
will be approximately 9.38 acre, or 43% of the total site A Stormwater pond will be located on
the north west corner of the -property wluch will dram to the east towards Howard Road The
applicant will install silt fencing around _the construction area to reduce erosion into wetland
areas
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility
Project will tie into local sewer system
XQI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules?
Yes ❑ No
Is this an after -the -fact permit application?
Yes ❑ No
Page 13of14

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e g , draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)
(JppHeant/Agent's Signature Date
(Agent's signature is valid only of an authorization letter from the applicant is provided )
Page 14 of 14

Action Id 200401155
U S ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
�ir S-C) 0��(z�
ounty Cartere
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
• • - • nFilFiirt • , 1 - ^ • - 1 V.T sW;M. iiFmVW.TitiR 1.�111r.1 t • •
• 1.1: • 1 � 111
011 .i" • me LTA►•i1 • 1.
Your work as described above does not require Department of the Army authorization for the following reason(s)
yaas from the date of this notification. It is strongly recommended that you contact Ms- Nopllp uthpran of thp NC
Division of Water Quality, at [phone] to determine State requirements for workinQ in isolated wetlqnri.,;
The proposed project does not have a regulated impact on jurisdictional waters or wetlands
The proposed project is exempt from Department of the Army regulations
Any changes in the described work resulting in impacts to jurisdictional waters or wetlands or any new work in
jurisdictional waters or wetlands outside the area described above must be coordinated with the Corps of Engineers
prior to commencement Please contact the Regulatory Official specified below
For any activity within the twenty coastal counties, before beginning work, you must contact the N C Division of Coastal
Management at telephone [phone] to discuss any required State permit authorization
This Department of the Army determination does not relieve the property owner of the responsibility to obtain any other
required Federal, State, or local approvals/permits
Date September 16, 2004
Corps Regulatory Official ` Telephone [phone]
SAW Form 654
February 1999

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id 200500278 County Carteret US G S Quad Masontown
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner Jay Conner Agent Larry Baldwin, Land Management Group
197 Salter Path Road, Pine Knoll Shores NC 28512 PO Box 2522, Wilmington NC 28402
[phone] [phone]
Size and location of property (waterbody, road name/number, town, etc ) The 15-acre tract is located in the northwest
corner of US Hwv 70 and Nine foot Road (SR 1124). north of the Dollar Store in the Foodlion Shonnine Center, in
headwaters of an unnamed tributary to the Newport River, Newnort, Carteret Countv. North Carolina
Indicate Which of the Following Apply:
Based on preliminary information, there maybe wetlands on the above described property We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction To be considered final, a
jurisdictional determination must be verified by the Corps
X There are wetlands in the northwest corner of the above described property subiect to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification Please reference
my December 1 2004 onsite meetina with Mr Baldwin Additionally, there are isolated wetlands on the tract that are not
regulated due to absence of interstate commerce It is strongly recommended that you contact North Carolina Division of
Water Quality in Wilmington, at [phone], to determine the need for State authorization to work in these isolated
areas
We strongly suggest you have the wetlands on your property delineated Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner For a more timely
delineation, you may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps
X The wetlands on vour oronerty have been delineated, and we strongly suaaest you have this delineation surveved
Upon completion, tlus survey should be reviewed and verified by the Corps Once verified, this survey will provide an
accurate depiction of all areas sub3ect to CWA jurisdiction on your propeny, which, provided there is no change in the law
or our published regulations, may be relied upon for a period not to exceed five years Please be aware that any placement
of fill material waterward of the flagged line requires prior DA authorization from our office
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification
_ There are no waters of the U S , to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area_Manag<ement Act
(CAMA) You should contact the Division of Coastal Management in Morehead City, at [phone], to determine
their requirements
Corps Regulatory Official
Date December 16, 2004 V Expiration Date December 16, 2009
Page I of 2

Action Id 200500278
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any questions regarding this
deternunation and/or the Corps regulatory program, please contact me at [phone]
Basis For Determination The wetlands on the property are adjacent to an unnamed tributary to the Newport Rivei , a
Section 10 navigable water body T ^
Corps Regulatory Official (Initial) _ hTS
FOR OFFICE USE ONLY
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet' to the file copy of this form
Page 2 of 2

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Ron Cullipher, PE
Stroud Engineering Company
East Carolina Development
Coves at Newport
04-04-512
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.0
September 2005
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East Carolina Development Wilmington, N C rossg p
Coves04a 5Newport September 2005 Permit Application

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04-04 512 September 2005

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Coves at Newport � DeLorme NC Atlas &Gazetteer, page 77,
September 2005 2003

SOSID. 787791
Date Filed. 6/17/2005 8 39 00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200516600062
ARTICLES OF INCORPORATION
14TA
THE COVES AT NEWPORT II, INC.
Pursuant to §55-2 02 of the General Statutes of North Carolina, the undersigned
does hereby submit these Articles of Incorporation for the purpose of forming a business
Corporation
ARTICLE I
The name of the Corporation is THE COVES AT NEWPORT II, INC
"M ILIIJiI-:411
The number of shares the Corporation is authorized to issue is 100,000
These shares shall be all of one class, designated as common stock
ARTICLE III
The street address and county of the Registered Office of the Corporation is-
105 Gloucester Court
Carteret County
Newport, NC 28570
The mailing address of the initial Registered Office is
105 Gloucester Court
Carteret County
Newport, NC 28570:U):
The name of the initial Registered Agent is �����
slaz
Jackson L Conner $Y
ARTICLE IV
The street address and county of the Principal Office of the Corporation is
105 Gloucester Court
Carteret County
Newport, NC 28570

The mailing address of the Principal Office of the Corporation is
105 Gloucester Court
Carteret County
Newport, NC 28570
ARTICLE V
The purpose for which the Corporation is organized is for real estate development,
and any other legal activity
ARTICLE VI
The names and addresses of the initial Directors are
Jackson L Conner
105 Gloucester Court
Newport, NC 28570
ARTICLE VII
Wallace J Conner
197 Salter Path Road
Pine Knoll Shores, NC 28512
The name and address of the Incorporator is as follows
M Douglas Goines
911 Arendell Street
Carteret County
Morehead City, North Carolina 28557
ARTICLE VII
These articles shall be effective the day of fling
This the 9eh day of June, 2005.
tea
M Douglas Goinef
Incorporator

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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
TO `l11C �
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WE ARE SENDING YOU Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
I[EVVIRQ @1P
`v Ilow Items
❑ 5 �Afk
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DESCRIPTION
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THESE ARE TRANSMITTED as checked below
?For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
© Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
71 PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED
if enclosures are not as noted, kindly notify us at once

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NCDENR
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North Caro ina eoartment or Environment and Natural Resources 41
127 Cardinal Drive Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weave ncmad net along with a narrative and vicinity ma A of the project location
Projects must be submitted by 9 00 A M of the review date, unless prior arrangements are made
APPLICANT Name Karen Taylor
Company The Coves at Newport it Inc.
Address PO Box 1638 City/State_ Morehead City N C Zip 28557 County Carteret
Phone [phone] Fax na Email na
PROJECT Name The Coves at Newport
PROJECT SYSTEM(S) TRIBUTARY TO Newport River (STREAM NAME) White Oak RIVER BASIN
ENGINEERJCONSULTANT
Company Stroud Engineenno P A
Address 151 A Hwv 24 City/State Morehead Clty N CoZlp 28557 County Carteret
Phone [phone] Fax [phone] Email rcullipherOstroudengineer com
State or National Environmental Policy Act (SEPA, NEPA) -- EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
✓❑ STORMWA TER ❑ Low Density © High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ tow Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
. --- - -- --- - - -------------------------------------- --
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
—-- --- - --------------- Cl-----------------------------------------------------------------------------------..-.-------------------------------
✓ LAND QUALITY J --
Erosion and Sedimentation Control Plan with 2 5 acres to be disturbed
WETLANDS (401) Wetlands on Property UYes ❑ No Isolated Wetlands on Property © yes ❑ No
Check all that all that apply Wetlands Will Be Impacted Yes ❑ No Wetland Impacts Q (oL_ Acres)
Wetlands Delineation has been completed ❑✓ Yes ❑ No ❑ Buffers Impacted Acre(s)
USA COE Approval of Delineation completed ✓❑ Yes ❑ No
404 Application in process w/USACOE ZYes ❑No l Permit received from USACE ❑Yes ONo
401 Application required Yes ❑ No If Yes, ❑ Regular 0 Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
For DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LQS $
401 $_ Total Fee Amount $

4 j1,, j r
STROUD ENGINEERING, RA
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151 A HWY 24
MOREHEAD CITY NORTH CAROLINA 28557
[phone]
EXPRESS PERMIT REVIEW REQUEST- NARRATIVE
PROJECT NAME THE COVES AT NEWPORT
THE COVES AT NEWPORT IS A PROPOSED DUPLEX COMMUNITY WITHIN THE TOWN OF
NEWPORT THE COMMUNITY IS EXPECTED TO CONTAIN 41 DUPLEX RESIDENTIAL
STRUCTURES THE PROJECT SITE IS SITUATED ON A 21 7 ACRES TRACT WEST OF US HWY
70 NEAR THE FOOD LION SHOPPING CENTER
THE SITE HAS HAD LAND MANAGEMENT GROUP PERSONNEL DELINEATE ON -SITE
ISOLATED WETLANDS W141CH HAVE BEEN APPROVED BY THE USCOE OFF -SITE
DRAINAGE IMPROVEMENTS ARE EXPECTED TO IMPACT 404 WETLANDS ON A TEMPORARY
BASIS IN THE AMOUNT OF 0 14 ACRES PERMANENT ISOLATED WETLAND IMPACT IS
ESTIMATED A T 0 473 ACRES LAND MANAGEMENT GROUP HAS ASSISTED IN PREPARING
WETLAND IMPACT DOCUMENTS
THE SITE PROPOSES TO UTILIZE A WEr-13 TENTION POND FOR STORMWATER
TREATMENT WITH DISCHARGE rO AN UNNAMED TRIBUTARY TO THE NEWPORT RIVER, A
CLASS C WATER BODY
107 COMMERCE ST HESTRON PLAZA TWO
SUITE 8 104 0 CINEMA DRIVE 151 A HWY 24
GREENVILLE NC 27858 WILMINGION NC 284U3 MOREHEAD CITY NC 28557
(252} 756-9352 [phone]
[phone]

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